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Home My WebLink AboutC2023-130 - 6/27/2023 - Approved DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 0061 13 PERFORMANCE BOND BOND NO. 61BCSIV7307 Contractor as Principal Surety Name: Reytec Construction Resources,Inc Name: Hartford Fire Insurance Company Mailing address(principal place of business): Mailing address(principal place of business): 1901 Hollister Street One Hartford Plaza, Hartford,CT 06155 Houston,Texas 77080 Physical address(principal place of business): Owner One Hartford Plaza, Hartford,CT 06155 Name: City of Corpus Christi,Texas Mailing address(principal place of business): Contracts and Procurement Surety is a corporation organized and existing 1201 Leopard Street under the laws of the state of: Connecticut Corpus Christi,Texas 78401 By submitting this Bond,Surety affirms its authority to do business in the State of Texas and Contract its license to execute bonds in the State of Texas. Project name and number: Telephone(main number): Proiect No. 18005A and 21051 860-547-5000 Alameda Street(Louisiana Avenue to Chamberlain Street and to Texan Trail) Telephone (for notice of claim): 888-266-3488 Bonds 2018 and 2020 Local Agent for Surety Narne:American Global,LLC Award Date of the Contract: June 27,2023 Address: 25700 N 1-45,Suite 140 Spring,TX 77386 Contract Price: $15,407,700.21 Bond Telephone: 832-360-2131 Email Address: alyson.carmichael@americanglobal.com Date of Bond: .lune 29,2023 The address of the surety company to which any notice of claim should be sent may be obtained (Date of Bond cannot be earlier than Award Date from the Texas Dept.of Insurance by calling the of the Contract) following toll free number:1-800-252-3439 Performance Bond 006113-1 Alameda Street(Louisiana Avenue to Chamberlain Street and to Texan Trail)Bonds 2018 and 2020 Project No.18005A and 21051 6/11/2021 oo"u3ignEnvelope ID:oAnsnpzo-4o4o-4op7-9pn1'1nzosnCAnooC Surety and Contractor, intending to be legally bound and obligated to Owner do each cause this Performance Bond to be duly executed on its behalf by its authorized officer, agent or representative. The Principal and Surety bind themselves, and their heirs, administrators,executors,successors and assigns,jointly and severally to this bond. The condition of this obligation is such that if the Contractor as Principalfaithfully performs the Work required by the Contract then this obligation shall be null and void;otherwise the obligation is to remain in full force and effect. Provisions of the bond shall be pursuant to the terms and provisions of Chapter 2253 and Chapter 2269 of the Texas Government Code as amended and all liabilities on this bond shall be determined in accordance with the provisions of said Chapter to the some extent as if it were copied at length herein. Venue shall lie exclusively in Nueces County, Texas for any legal action. Contractor as Principal Reytec Construction Resources, Inc Surety Hartford Fire Insurance Cornpanv�' Signature: Signature: It Name: -Gregg T. Reyes Name: Alyson Carmichael Title: President Title: _M grne -1�-Fact Email Address: greyes@reytec.net Email Address: _�y�on.carmichael(L)I�,eri�a�iglobal_.(�C)M_ (Attach Power of Attorney and place surety seal below) END OFSECTION Performance Bond 006113-2 Alameda Street(Louisiana Avenue»nChamberlain Street and toTexan Trail)Bonds 2U18and Z020 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 00 61 16 PAYMENT BOND BOND NO. 61BCSIV7307 Contractor as Principal Surety Name: Reytec Construction Resources,Inc. Name: Hartford Fire Insurance Company Mailing address(principal place of business): Mailing address (principal place of business): 1901 Hollister Street One Hartford Plaza, Hartford,CT 06155 Houston,Texas 77080 Physical address(principal place of business): One Hartford Plaza, Hartford,CT 06155 Owner Name: City of Corpus Christi,Texas Mailing address(principal place of business): Contracts and Procurement Surety is a corporation organized and existing 1201 Leopard Street under the laws of the state of: Connecticut Corpus Christi,Texas 78401 By submitting this Bond,Surety affirms its authority to do business in the State of Texas and Contract its license to execute bonds in the State of Texas. Project name and number: Telephone(main number): Proiect No. 18005A and 21051 860-547-5000 Alameda Street(Louisiana Avenue to Chamberlain Street and to Texan Trail) Telephone (for notice of claim): Bonds 2018 and 2020 888-266-3488 Local Agent for Surety Name: American Global,LLC Award Date of the Contract: June 27,2023 Address: 25700 N 1-45,Suite 140 Spring,TX 77386 Contract Price: $15,407,700.21 Bond Telephone:832-360-2131 Email Address:alyson.carmichael@americanglobal.com Date of Bond: June 29,2023 The address of the surety company to which any (Date of Bond cannot be earlier than Award Date notice of claim should be sent may be obtained of Contract) from the Texas Dept.of Insurance by calling the following toll-free number:1-800-252-3439 Payment Bond Form 006116-1 Alameda Street(Louisiana Avenue to Chamberlain Street and to Texan Trail)Bonds 2018 and 2020 Project No.18005A and 21051 6/11/2021 oo"u3ignEnvelope ID:oAnsnpzo-4o4o-4op7-9pn1'1nzosnCAnooC Surety and Contractor, intending to be legally bound and obligated to Owner do each cause this Payment Bond to be duly executed on its behalf by its authorized officer, agent or representative. The Principal and Surety bind themselves, and their heirs, administrators, executors, successors and assigns,jointly and severally to this bond. The condition of this obligation is such that if the Contractor as Principal pays all claimants providing labor or materials to him or to a Subcontractor in the Prosecution of the Work required by the Contract then this obligation shall be null and void;otherwise the obligation is to remain in fullforce and effect.Provisions of the bond shall be pursuant to the terms and provisions of Chapter 2253 and Chapter 2269 of the Texas Government Code as amended and all liabilities on this bond shall be determined in accordance with the provisions of said Chapter to the same extent as if it were copied at length herein. Venue shall lie exclusively in Nueces County, Texasfor any legal action. Contractor as Principal Reytec Construction Resources, Inc Surety Hartford Fire Insurance Company Signature Signature: : Name: Gregg T. Reyes Name: Title: President Title: Alyson Carmichael Email Address: grey es@ reytec.net Ernail Address: alyson,carmichael(gomencao lobal.corn END OFSECTION Payment Bond Form 006116 2 Alameda Street(Louisiana Avenue toChamberlain Street and toTexan Trail)Bonds 201Dand 30O Project No.180054and ZzO51 6/11/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Direct Inquiries/Claims to: THE HARTFORD BOND,T-11 One Hartford Plaza POWER OF ATTORNEY Hartford,Connecticut 06155 Bond.Claims(a)thehartford.com call:888-266-3488 or fax:860-757-5835 KNOW ALL PERSONS BY THESE PRESENTS THAT: Agency Name: AMERICAN GLOBAL OF TEXAS LLC Agency Code: 61-616588 Hartford Fire insurance Company, a corporation duly organized under the laws of file State of Connecticut FT—] Hartford Casualty Insurance Company,a corporation duly organized Linder the laws of the State of Indiana Hartford Accident and Indemnity Company,a corporation duly organized Linder the laws of the State of Connecticut Hartford Underwriters Insurance Company,a corporation duly organized Linder the laws of the State ofConnecticLit Twin City Fire Insurance Company,a corporation duly organized Linder the laws of the State of Indiana Hartford insurance Company of Illinois,a corporation duly organized Linder the laws of the State of Illinois Hartford insurance Company of the Midwest,a corporation duly organized under the laws of the State of Indiana Hartford insurance Company of the Southeast,a corporation duly organized Linder the laws of the State of Florida having their home office in Hartford, Connecticut, (hereinafter collectively referred to as the"Companies")do hereby make,constitute and appoint, up to the amount of unlimited : Alyson Carmichael, John Martinez, Paul M. Messenger, Holli Orr of SPRING, Texas their true and lawful Attorney(s)-in-Fact, each in their separate capacity if more than one is named above, to sign its name as surety(ies) only as delineated above by 0, and to execute, seal and acknowledge any and all bonds, undertakings, contracts and other written instruments in the nature thereof, on behalf of the Companies in their business of guaranteeing the fidelity of persons,guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. In Witness Whereof, and as authorized by a Resolution of the Board of Directors of the Companies on May 23, 2016 the Companies have caused these presents to be signed by its Assistant Vice President and its corporate seals to be hereto affixed,duly attested by its Assistant Secretary. Further, pursuant to Resolution of the Board of Directors of the Companies,the Companies hereby unambiguously affirm that they are and will be bound by any mechanically applied signatures applied to this Power of Attorney. NN ,.1979 197 I 7 74 Shelby Wiggins,Assistant Secretary Joelle L.LaPierre,Assistant Vice President STATE OF FLORIDA SS. Lake Mary COUNTY OF SEMINOLE On this 20th day of May,2021,before me personally came Joelle LaPierre,to me known,who being by me duly sworn,did depose and say:that (s)he resides in Seminole County,State of Florida; that (s)he is the Assistant Vice President of the Companies, the corporations described in and which executed the above instrument;that(s)he knows the seals of the said corporations;that the seals affixed to the said instrument are such corporate seals; that they were so affixed by authority of the Boards of Directors of said corporations and that(s)he signed his/her name thereto by like authority. Jessica Ciccone My Commission 1-111 122280 Expires June 20,2025 1,the undersigned,Assistant Vice President of the Companies, DO HEREBY CERTIFY that jhe above and foregoin is a true and correct copy of the Power of Attorney executed by said Companies,which is still in full force effective as of�VKA- 1A UZ Signed and sealed in Lake Mary, Florida. 40 79 114%D— A Keith D. Dozois,Assistant Vice President DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Have a complaint or need help? If you have a problem with a claim or your premium, call your insurance company or HMO first. If you can't work out the issue, the Texas Department of Insurance may be able to help. Even if you file a complaint with the Texas Department of Insurance, you should also file a complaint or appeal through your insurance company or HMO. If you don't, you may lose your right to appeal. The Hartford To get information or file a complaint with your insurance company or HMO: Call: Consumer Affairs at 1-800-451-6944 Toll-free: 1-800-451-6944 Email: bond.claims@thehartford.com Mail: The Hartford Financial Services One Hartford Plaza, T-14 Hartford, CT 06155 Attn: Bond Claims Department The Texas Department of Insurance To get help with an insurance question or file a complaint with the state: Call with a question: 1-800-252-3439 Email: ConsumerProtection@tdi.texas.gov File a complaint: www.tdi.texas.gov Mail: MC 111-1A, P.O. Box 149091, Austin, TX 78714-9091 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC REYTCON-01 BKNEPPER Al.ORO CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDD/YYYY)6/29/2023 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Blake Knepper American Global LLC PHONE FAX 25700 1-45 North (A/C,No,Ext): (AIC,No): Suite 140 ADD"RIESS:blake.knepper@americanglobal.com Spring,TX 77386 INSURER(S)AFFORDING COVERAGE NAIC#____ INSUR Charter Oak Fire Insurance Company 25615 INSURED INSURER B:Phoenix Insurance Company 25623 Reytec Construction Resources,Inc. i INSURER C:Travelers Property Cas.Co.of America 25674 1901 Hollister INSURER D:Texas Mutual Insurance Company 22945 Houston,TX 77080 INSURER E:Allied World National Assurance Company �10690 INSURER F:IronshoreSpecialty Insurance Company ';25445 COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE iADDL SU BRPOLICY NUMBER POLICY EFF POLICY EXP LIMITS LTR IN D WVD MMIDD YYY MM DD A1,000,000 GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED 300,000 CLAIMS-MADE OCCUR X X IDT-CO-013952334-COF-22 10/16/2022,1 9/30/2023 PREMISES(Ea occurrence $ MED EXP An one person) $ 10'000 �I PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: ! GENERAL AGGREGATE $ 2,000,000 POLICY X ECT [7 LOC PRODUCTS-COMP/OP AGG $ 2,000,000 ' OTHER: $ BI B AUTOMOBILE LIABILITY Ea acccldeDtSINGLE LIMIT $ 1,000,000 Cm ANY AUTO X X 810-OP807813-22 10/16/2022.1 9/30/2023 BODILY INJURY Per erson) $ OWNED SCHEDULED r� AUTOS ONLY AUTOS BODILY INJURY Per accident $ HIRED NON-OWNED PROPERTY DAMAGE AUTOS�OpNLY AUTOS ONLY I Per accident $ X PF'dLT%MT00 X DVfV5000HT/XH 1 $ C X UMBRELLA LIAB X TOCCUR EACH OCCURRENCE $ S,000,OOO EXCESS LIAR CLAIMS-MADE X X CUP-411344106-22-26 10/16/2022 9/30/2023 AGGREGATE I$ 5'000'000 DED X RETENTION$ 10,000. $ D WORKERS COMPENSATIONX SEATUTE j ORTH- j AND EMPLOYERS'LIABILITY 9/30/2023 1,000,000 ANY PROPRIETOR/PARTNER/EXECUTIVE Y I N X 0001295501 9/30/2022 I L E.L.EACH ACCIDENT $ _ OFFICER/MEMBER EXCLUDED? N/A 1,000,000 (Mandatory in NH) _j E.L.DISEASE-EA EMPLOYE $ If yes describe under 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ E Excess$5Mx$5M 0313-5750 10/16/2022 9130/2023 Each Occurrence 5,000,000 F Pollution Liability ICELLUW00130834 10/16/2022 9130/2023 Each Occurrence 6,000,000 I DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Re:Alameda Street(Louisiana Ave to Champberlain St.)Bond 2018(Chamberlain St to Texas Trail)Bond 2020 PROJECT NO.18005A AND 21051;RFB No.4651 Additional Insured and Waiver of Subrogation apply to the General Liability,Auto Liability,and Umbrella policies per the attached endorsements.Waiver of Subrogation applies to the Workers Compensation policy per the attached endorsement if permissable by law.Notice of Cancellation applies per the attached endorsement(s). CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN City of Corpus Christi ACCORDANCE WITH THE POLICY PROVISIONS. 1201 Leopard St.,1st Floor Corpus Christi,TX 78401 AUTHORIZED REPRESENTATIVES c>9�7lialfQalG�ZOG�i .L�� ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC NAMED INSLIED: Reytec Construction Resources, Inc. POLICY NUMBER: DT-CO-OP952334-COF-22 COMMERCIAL GENERAL LIABILITY THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. BLANKET ADDITIONAL INSURED - AUTOMATIC STATUS IF REQUIRED BY WRITTEN CONTRACT (CONTRACTORS) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART The following is added to SECTION II —WHO IS AN (a) The Additional Insured — Owners, Les- INSURED: sees or Contractors — Scheduled Person Any person or organization that: or Organization endorsement CG 20 10 a. You agree in a written contract or agreement to 07 04 or CG 20 10 04 13, the Additional include as an additional insured on this Coverage Insured — Owners, Lessees or Contrac- Part; and tors — Completed Operations endorse- ment CG 20 37 07 04 or CG 20 37 04 13, b. Has not been added as an additional insured for or both of such endorsements with either the same project by attachment of an endorse- of those edition dates; or ment under this Coverage Part which includes such person or organization in the endorsement's (b) Either or both of the following: the Addi- schedule; tional Insured—Owners, Lessees or Con- tractors — Scheduled Person Or Organi- is an insured, but: zation endorsement CG 20 10, or the Ad- a. Only with respect to liability for "bodily injury" or ditional Insured — Owners, Lessees or "property damage" that occurs, or for "personal Contractors — Completed Operations en- injury" caused by an offense that is committed, dorsement CG 20 37, without an edition subsequent to the signing of that contract or date of such endorsement specified; agreement and while that part of the contract or the person or organization is an additional in- agreement is in effect; and sured only if the injury or damage is caused, b. Only as described in Paragraph (1), (2) or (3) be- in whole or in part, by acts or omissions of low,whichever applies: you or your subcontractor in the performance (1) If the written contract or agreement specifical- of"your work"to which the written contract or ly requires you to provide additional insured agreement applies;or coverage to that person or organization by (3) If neither Paragraph(1) nor(2) above applies: the use of: (a) The person or organization is an addi- (a) The Additional Insured — Owners, Les- tional insured only if, and to the extent sees or Contractors — (Form B) endorse- that, the injury or damage is caused by ment CG 20 10 11 85; or acts or omissions of you or your subcon- (b) Either or both of the following: the Addi- tractor in the performance of "your work" tional Insured—Owners, Lessees or Con- to which the written contract or agree- tractors — Scheduled Person Or Organi- ment applies; and zation endorsement CG 20 10 10 01, or (b) Such person or organization does not the Additional Insured —Owners, Lessees qualify as an additional insured with re- or Contractors — Completed Operations spect to the independent acts or omis- endorsement CG 20 37 10 01; sions of such person or organization. the person or organization is an additional in- The insurance provided to such additional insured is sured only if the injury or damage arises out subject to the following provisions: of "your work" to which the written contract or a. If the Limits of Insurance of this Coverage Part agreement applies; shown in the Declarations exceed the minimum (2) If the written contract or agreement specifical- limits required by the written contract or agree- ly requires you to provide additional insured ment, the insurance provided to the additional in- coverage to that person or organization by sured will be limited to such minimum required the use of: limits. For the purposes of determining whether CG D6 04 02 19 ©2017 The Travelers Indemnity Company.All rights reserved. Page 1 of 2 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC NAMED INSUED: Reytec Construction Resources, Inc. COMMERCIAL GENERAL LIABILITY POLICY NUMBER: DT-CO-OP952334-COF-22 this limitation applies,the minimum limits required result in a claim. To the extent possible, such by the written contract or agreement will be con- notice should include: sidered to include the minimum limits of any Um- (a) How, when and where the "occurrence" brella or Excess liability coverage required for the or offense took place; additional insured by that written contract or (b) The names and addresses of any injured agreement. This provision will not increase the persons and witnesses; and limits of insurance described in Section III—Limits Of Insurance. (c) The nature and location of any injury or b. The insurance provided to such additional insured damage arising out of the 'occurrence" or does not apply to: offense. (1) Any "bodily injury", "property damage" or (2) If a claim is made or "suit' is brought against "personal injury" arising out of the providing, the additional insured: or failure to provide, any professional archi- (a) Immediately record the specifics of the tectural, engineering or surveying services, claim or"suit' and the date received; and including: (b) Notify us as soon as practicable and see (a) The preparing, approving, or failing to to it that we receive written notice of the prepare or approve, maps, shop draw- claim or"suit' as soon as practicable. ings, opinions, reports, surveys, field or- (3) Immediately send us copies of all legal pa- ders or change orders, or the preparing, pers received in connection with the claim or approving, or failing to prepare or ap- "suit', cooperate with us in the investigation prove, drawings and specifications; and or settlement of the claim or defense against (b) Supervisory, inspection, architectural or the "suit',and otherwise comply with all policy engineering activities. conditions. (2) Any "bodily injury" or "property damage" (4) Tender the defense and indemnity of any caused by "your work" and included in the claim or "suit' to any provider of other insur- "products-completed operations hazard" un- ance which would cover such additional fin- less the written contract or agreement specifi- sured for a loss we cover. However, this con- cally requires you to provide such coverage dition does not affect whether the insurance for that additional insured during the policy provided to such additional insured is primary period. to other insurance available to such additional c. The additional insured must comply with the fol- insured which covers that person or organiza- lowing duties: tion as a named insured as described in Par- (1) Give us written notice as soon as practicable agraph 4., Other Insurance, of Section IV — of an "occurrence" or an offense which may Commercial General Liability Conditions. Page 2 of 2 ©2017 The Travelers Indemnity Company.All rights reserved. CG D6 04 02 19 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC NAMED INSURED: Reytec Construction Resources, Inc. POLICY NUMBER:CO-OP952334-COF-22 COMMERCIAL GENERAL LIABILITY THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. XTEND ENDORSEMENT FOR CONTRACTORS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART GENERAL DESCRIPTION OF COVERAGE— This endorsement broadens coverage. However, coverage for any injury, damage or medical expenses described in any of the provisions of this endorsement may be excluded or limited by another endorsement to this Coverage Part, and these coverage broadening provisions do not apply to the extent that coverage is excluded or limited by such an endorsement. The following listing is a general coverage description only. Read all the provisions of this endorsement and the rest of your policy carefully to determine rights, duties, and what is and is not covered. A. Who Is An Insured—Unnamed Subsidiaries C. Incidental Medical Malpractice B. Blanket Additional Insured — Governmental D. Blanket Waiver Of Subrogation Entities — Permits Or Authorizations Relating To E. Contractual Liability—Railroads Operations F. Damage To Premises Rented To You PROVISIONS a. An organization other than a partnership, joint A. WHO IS AN INSURED — UNNAMED venture or limited liability company; or SUBSIDIARIES b. A trust; The following is added to SECTION II —WHO IS as indicated in its name or the documents that AN INSURED: govern its structure. Any of your subsidiaries, other than a partnership, B. BLANKET ADDITIONAL INSURED — joint venture or limited liability company, that is GOVERNMENTAL ENTITIES — PERMITS OR not shown as a Named Insured in the AUTHORIZATIONS RELATING TO OPERATIONS Declarations is a Named Insured if: a. You are the sole owner of, or maintain an The following is added to SECTION II — WHO IS ownership interest of more than 50% in, such AN INSURED: subsidiary on the first day of the policy period; Any governmental entity that has issued a permit and or authorization with respect to operations b. Such subsidiary is not an insured under performed by you or on your behalf and that you similar other insurance. are required by any ordinance, law, building code or written contract or agreement to include as an No such subsidiary is an insured for"bodily injury" additional insured on this Coverage Part is an or "property damage" that occurred, or "personal insured, but only with respect to liability for"bodily and advertising injury" caused by an offense injury", "property damage" or "personal and committed: advertising injury"arising out of such operations. a. Before you maintained an ownership interest The insurance provided to such governmental of more than 50% i n such subsidiary; or entity does not apply to: b. After the date, if any, during the policy period a. Any "bodily injury", "property damage" or that you no longer maintain an ownership "personal and advertising injury" arising out of interest of more than 50% in such subsidiary. operations performed for the governmental For purposes of Paragraph 1. of Section II —Who entity;or Is An Insured, each such subsidiary will be b. Any "bodily injury" or "property damage" deemed to be designated in the Declarations as: included in the "products-completed operations hazard". CG D3 16 02 19 ©2017 The Travelers Indemnity Company.All rights reserved. Page 1 of 3 Includes copyrighted material of Insurance Services Office, Inc.,with its permission. oo"u3ignEnvelope ID:oAnsnpzo-4o4o-4op7-9pn1'1nzosnCAnooC NAMED INSURED: ReytecConatruction Resources, Inc. COMMERCIAL GENERAL LIABILITY POLICY NUMBER: CO-OP952334-COF-32 C. INCIDENTAL MEDICAL MALPRACTICE pharmaceuticals committed by, or with the 1. The following replaces Paragraph 6. of the knowledge orconsent of, the insured. definition of "occurrence" in the S. The following is added tothe DEFINITIONS DEFINITIONS Section: Section: lb. An act or omission committed in providing "Incidental medical services" means: or failing to provide "incidental medical services", �e� aid or "Good Samaritan e. Medical, surgical, dental, laboratory, x-ray services" to � person, unless you any in or nursing semiceortreatment, advice or the business o/ occupation of providing instructimn, or the related furnishing of professional health cane services. food or beverages;or 2. The following replaces the last paragraph of lb. The furnishing or dispensing of drugs or Paragraph 2.a'(1) of SECTION || — WHO IS medica|, denta|, or surgical supplies or ANINSURED: appliances. Unless you are in the business or occupation 0. The following is added to Paragraph 4.6., of providing professional health care services. Excess Insurance, of SECTION |V — Paragraphs (1)(a)' (b). (c) and (d) above do COMMERCIAL GENERAL LIABILITY not apply to "bodily injury" arising out of CONDITIONS: providing orfailing 0oprovide: This insurance isexcess over any valid and (a) "Incidental medical sen/ices" by any of collectible other insurance, whether primary. your "employees" who is a nursa, nurse excess,contingent or on any other basis,that assistart, emergency medical technician is available to any of your "employees" for or paramedic; or "bodily injury" that arises out of providing o, (b) First aid or "Good Samaritan services" by failing to provide "incidental medical services" any of your "employees" or "volunteer to any person to the extent not subject to *orkers", other than an employed or Paragraph 2.a.(1) of Section || — VVhu Is An volunteer doctor. Any such "employees" Insured. or "volunteer workers" providing orfailing D. BLANKET WAIVER OF SUBROGATION to provide first aid or "Good Samaritan services" during their work hours for you The following is added tVParagraph 8.,Transfer will be deemed to be acting within the Of Rights Of Recovery Against Others To Us, scope of their employment by you or of SECTION |W' — COMMERCIAL GENERAL performing dudes related to the conduct LIABILITY CONDITIONS: of your business. If the insured has agreed in a contract or 3. The following replaces the last sentence of agreement to waive that insured's right of Paragraph 5. of SECTION I|| — LIMITS OF recovery against any person or organization, we INSURANCE: waive our right mfrecovery against such person or For the purposes of determining the organizadion, but only for payments we make applicable Each Occurrence Limit, all related because of: acts or omissions committed in providing or o^ "Bodily injury" or "property damage" that failing to provide "incidental medical occurs;or senvices", first aid or "Good Samaritan services"toany one person will be deemed to b. "Personal and advertising injury" caused by beone "occurnence" anoffense that iscommitted; 4. The following exclusion is added to subsequent to the execution of the contract or Paragraph 3,. Exclusions, of SECTION I — agreement. COVERAGES — COVERAGEA — BOD|LY f� ECONTRACTUAL L|��B|L|TY—RAILROADS INJURYINJURY �0 PROPERTY LIABILITY: 1. The following replaces Paragraph c. of the Sale OfPharmaceuticals definition of ''insured contract' in the � "Bodily injury" or "property damage" arising DEFINITIONS Sec1ion� out of the violation of a penal statute or c. Any easement orlicense agreement; ordinance relating to the sale of Page of 9)ou1/The Travelers Indemnity Company.All rights reserved. CG Q3 1G02 19 Includes copyrighted material of Insurance Services Office, Inc.,with its permission. DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC NAMED INSURED: Reytec Construction Resources, Inc. POLICY NUMBER:CO-OP952334-COF-22 COMMERCIAL GENERAL LIABILITY 2. Paragraph f.(1) of the definition of "insured a. Any premises while rented to you or contract' in the DEFINITIONS Section is temporarily occupied by you with permission deleted. of the owner; or F. DAMAGE TO PREMISES RENTED TO YOU b. The contents of any premises while such The following replaces the definition of "premises premises is rented to you, if you rent such damage" in the DEFINITIONS Section: premises for a period of seven or fewer "Premises damage" means "property damage"to: consecutive days. CG D3 16 02 19 ©2017 The Travelers Indemnity Company.All rights reserved. Page 3 of 3 Includes copyrighted material of Insurance Services Office,Inc.,with its permission. oo"u3ignEnvelope ID:oAnsnpzo-4o4o-4op7-9pn1'1nzosnCAnooC Policy INumber: CO-QP952334—COF-22 COMMERCIAL GENERAL LIABILITY Effective 10/16/2O22Exp9)30/2O23 c. Method Of Sharing a. The statements in the Declarations are If all of the other insurance permits contribution accurate and complete; byequal shares,wewill follow this method also. b. Those statements are based upon Under this approach each insurer contributes representations you made tous;and equal amounts until it has paid its applicable c. We have issued this policy in reliance upon limit of insurance or none of the loss rcmains, your representations. whichever comes first. The unintentional omission of. o/unintentional error If any of the other insurance does not permit in, any information provided by you which we relied contribution by equal shares, we will contribute upon in issuing this policy will not prejudice your by limits. Under this method, each insurer's rights under this insurance. However, this provision share isbased onthe ratio ofits applicable limit does not affect our right to collect additional of insurance to the total applicable limits of premium or to exercise our rights of cancellation or insurance ofall insurers. nonrenewal inaccordance with applicable insurance d, Primary And Non-Contributory Insurance If laws urregulations. Required ByWritten Contract 7' Separation OfInsureds |fyou specifically agree inawritten contract or Except with respect¢othe Limits ofInsurance, and agreement that the insurance afforded to an any rights or duties specifically assigned in this insured under this Coverage Part must apply on Coverage part to the first Named |nsurmd, this a primary basis, or a primary and non- insurance applies: contributory basis, this' aAs if each Named Insured were the only��herinsunancethskisavai|ab|ehosuch|nsured ` Named Insured; which covers such insured asanamed insured, ' and wewill not share with that other insurance, 6. Separately 0oeach insured against whom claim provided that: ismade or"suit'isbrought. (1) The "bodily injury' or"property damage"for 8^ Transfer OfRights Of Recovery Against Others which coverage imsought occurs;and To Us (2) The "personal and advertising injury" for |fthe insured has rights torecover all cxpart ofany which coverage is sought is caused by an payment we have made under this Coverage Part, offense that iscommitted; those rights are transferred tous.The insured must impair �dourvaques� subsequent to the signing of that contract or do nothing ' ' the insured will bring "suit" ortransfer those rights agr�emen�byyou ' S. Premium Audit Uousand help usenforce them. 9. When VVmOmNot Renew a, VVewill compute all premiums for this Coverage |fvvedecide not torenew this Coverage PartwewiU Pa�inaccordance with our rules and ra� �s ' mail or deliver to the fioi Named Insured shown in b. Premium shown in this Coverage pad as the Declarations written notice of the nonrenewal advance premium isadeposit premium only.At not less than 3Odays before the expiration date. the dose of each audit period wewill compute If notice is mailed,proof of mailing will be sufficientthe earned premium for that period and send p,00fofnctice nniicetothe�retNamed |nsured.Thuduedate � for audit and retrospective premiums isthe date SECTION V—DEF|NUT|ONS shown asthe due date onthe bill. |fthe sum uf 1. "Advartisement' means anotice that isbroadcast or the advance and audit premiums paid for the published to the general public or specific market policy period is greater than the earned segments about your goods, products or services pmmium, we will return the excess to the first for the purpose of attracting customers or Named Insured. supporters.For the purposes ofthis definition: c. The first Named Insured must keep records of a. Notices that are published include material the information we need for premium placed on the Internet or on similar electronic computation, and send uscopies atsuch times means n[ communication; and aswemay request. b. Regarding websites, only that part ofa website G' Representations that is about your goods, products or services 8yaccepting this policy,you agree: for the purposes of attracting customers or supporters is considered an advertisement. Page 16of21 0zn17The Travelers Indemnity Company.All rights reserved. CGT1O0O219 Includes copyrighted material of Insurance Services Office,Inc.with its permission. DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC POLICY NUMBER: DT-Co-OP952334-COF-22 ISSUE DATE: 10-14-22 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. DESIGNATED PERSON OR ORGANIZATION - NOTICE OF CANCELLATION PROVIDED BY US This endorsement modifies insurance provided under the following: ALL COVERAGE PARTS INCLUDED IN THIS POLICY SCHEDULE CANCELLATION: Number of Days Notice: 30 PERSON OR ORGANIZATION: ANY PERSON OR ORGANIZATION CONTINUED ON IL T8 03 ADDRESS: THE ADDRESS FOR THAT PERSON CONTINUED ON IL T8 03 HOUSTON TX 77080 PROVISIONS If we cancel this policy for any legally permitted reason other than nonpayment of premium, and a number of days is shown for Cancellation in the Schedule above, we will mail notice of cancellation to the person or organization shown in such Schedule. We will mail such notice to the address shown in the Schedule above at least the number of days shown for Cancellation in such Schedule before the effective date of cancellation. IL T4 05 05 19 ©2019 The Travelers Indemnity Company. All rights reserved. Page 1 of 1 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC POLICY NUMBER: DT-CO-OP952334-COF-22 GENERAL PURPOSE ENDORSEMENT THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. DESIGNATED ENTITY NOTICE OF CANCELLATION PROVIDED BY US IL T4 05 05 19 THIS ENDORSEMENT MODIFIES INSURANCE PROVIDED UNDER THE FOLLOWING: ALL COVERAGE PARTS INCLUDED IN THIS POLICY CONTINUATION OF FORM IL T4 05, PERSON OR ORGANIZATION: ANY PERSON OR ORGANIZATION TO WHOM YOU HAVE AGREED IN A WRITTEN CONTRACT THAT NOTICE OF CANCELLATION OF THIS POLICY WILL BE GIVEN, BUT ONLY IF: 1. YOU SEND US A WRITTEN REQUEST TO PROVIDE SUCH NOTICE, INCLUDING THE NAME AND ADDRESS OF SUCH PERSON OR ORGANIZATION, AFTER THE FIRST NAMED INSURED RECEIVES NOTICE FROM US OF THE CANCELLATION OF THIS POLICY; AND 2. WE RECEIVE SUCH WRITTEN REQUEST AT LEAST 14 DAYS BEFORE THE BEGINNING OF THE APPLICABLE NUMBER OF DAYS SHOWN IN THIS ENDORSEMENT. ADDRESS: THE ADDRESS FOR THAT PERSON OR ORGANIZATION INCLUDED IN SUCH WRITTEN REQUEST FROM YOU TO US. IL T8 03 Page 1 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC NAMED INSURED:Reytec Construction Resources,Inc. POLICY NUMBER:810-OP807813 COMMERCIAL AUTO THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. BUSINESS AUTO EXTENSION ENDORSEMENT This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM GENERAL DESCRIPTION OF COVERAGE —This endorsement broadens coverage. However, coverage for any injury, damage or medical expenses described in any of the provisions of this endorsement may be excluded or limited by another endorsement to the Coverage Part, and these coverage broadening provisions do not apply to the extent that coverage is excluded or limited by such an endorsement. The following listing is a general cover- age description only. Limitations and exclusions may apply to these coverages. Read all the provisions of this en- dorsement and the rest of your policy carefully to determine rights, duties, and what is and is not covered. A. BROAD FORM NAMED INSURED H. HIRED AUTO PHYSICAL DAMAGE — LOSS OF B. BLANKET ADDITIONAL INSURED USE—INCREASED LIMIT C. EMPLOYEE HIRED AUTO I. PHYSICAL DAMAGE — TRANSPORTATION EXPENSES—INCREASED LIMIT D. EMPLOYEES AS INSURED J. PERSONAL PROPERTY E. SUPPLEMENTARY PAYMENTS — INCREASED K. AIRBAGS LIMITS L. NOTICE AND KNOWLEDGE OF ACCIDENT OR F. HIRED AUTO — LIMITED WORLDWIDE COV- LOSS ERAGE —INDEMNITY BASIS M. BLANKET WAIVER OF SUBROGATION G. WAIVER OF DEDUCTIBLE—GLASS N. UNINTENTIONAL ERRORS OR OMISSIONS PROVISIONS A. BROAD FORM NAMED INSURED this insurance applies and only to the extent that The following is added to Paragraph A.1., Who Is person or organization qualifies as an "insured" under the Who Is An Insured provision contained An Insured, of SECTION II —COVERED AUTOS in Section II. LIABILITY COVERAGE: Any organization you newly acquire or form dur- C. EMPLOYEE HIRED AUTO ing the policy period over which you maintain 1. The following is added to Paragraph A.1., 50% or more ownership interest and that is not Who Is An Insured, of SECTION II — COV- separately insured for Business Auto Coverage. ERED AUTOS LIABILITY COVERAGE: Coverage under this provision is afforded only un- An "employee" of yours is an "insured" while til the 180th day after you acquire or form the or- operating an "auto" hired or rented under a ganization or the end of the policy period, which- contract or agreement in an "employee's" ever is earlier. name, with your permission, while performing duties related to the conduct of your busi- B. BLANKET ADDITIONAL INSURED ness. The following is added to Paragraph c. in A.1., 2. The following replaces Paragraph b. in B.S., Who Is An Insured, of SECTION II — COVERED Other Insurance, of SECTION IV — BUSI- AUTOS LIABILITY COVERAGE: NESS AUTO CONDITIONS: Any person or organization who is required under b. For Hired Auto Physical Damage Cover- a written contract or agreement between you and age, the following are deemed to be cov- that person or organization, that is signed and ered "autos"you own: executed by you before the "bodily injury" or (1) Any covered "auto" you lease, hire, "property damage" occurs and that is in effect rent or borrow; and during the policy period, to be named as an addi- (2) Any covered "auto" hired or rented by tional insured is an "insured" for Covered Autos your "employee" under a contract in Liability Coverage, but only for damages to which an "employee's" name, with your CA T3 53 02 15 ©2015 The Travelers Indemnity Company.All rights reserved. Page 1 Of 4 Includes copyrighted material of Insurance Services Office,Inc.with its permission. DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC NAMED INSURED:Reytec Construction Resources,Inc. COMMERCIAL AUTO POLICY NUMBER:810-OP807813 permission, while performing duties (a) With respect to any claim made or "suit" related to the conduct of your busi- brought outside the United States of ness. America, the territories and possessions However, any "auto" that is leased, hired, of the United States of America, Puerto rented or borrowed with a driver is not a Rico and Canada: covered "auto". (i) You must arrange to defend the "in- D. EMPLOYEES AS INSURED sured"against, and investigate or set- tle any such claim or "suit" and keep The following is added to Paragraph A.1., Who Is us us advised of all proceedings and ac- An Insured, of SECTION II — COVERED AUTOS tions. LIABILITY COVERAGE: Any "employee" of yours is an "insured" while us- (!I) Neither you nor any other involved ing a covered "auto"you don't own, hire or borrow Insured will make any settlement in your business or your personal affairs. without our consent. E. SUPPLEMENTARY PAYMENTS — INCREASED (Ili)We may, at our discretion, participate LIMITS in defending the "insured" against, or in the settlement of, any claim or 1. The following replaces Paragraph A.2.a.(2), "suit". of SECTION II — COVERED AUTOS LIABIL- ITY COVERAGE: (iv)We will reimburse the "insured" for sums that the "insured" legally must (2) Up to $3,000 for cost of bail bonds (in- pay as damages because of "bodily cluding bonds for related traffic law viola- injury" or "property damage" to which tions) required because of an "accident" this insurance applies, that the "in- we cover. We do not have to furnish sured" pays with our consent, but these bonds. only up to the limit described in Para- 2. The following replaces Paragraph A.2.a.(4), graph C., Limits Of Insurance, of of SECTION II — COVERED AUTOS LIABIL- SECTION II — COVERED AUTOS ITY COVERAGE: LIABILITY COVERAGE. (4) All reasonable expenses incurred by the (v) We will reimburse the "insured" for "insured" at our request, including actual the reasonable expenses incurred loss of earnings up to $500 a day be- with our consent for your investiga- cause of time off from work. tion of such claims and your defense of the "insured" against any such F. HIRED AUTO — LIMITED WORLDWIDE COV- "suit", but only up to and included ERAGE—INDEMNITY BASIS within the limit described in Para- The following replaces Subparagraph (5) in Para- graph C., Limits Of Insurance, of graph B.7., Policy Period, Coverage Territory, SECTION II — COVERED AUTOS of SECTION IV — BUSINESS AUTO CONDI- LIABILITY COVERAGE, and not in TIONS: addition to such limit. Our duty to (5) Anywhere in the world, except any country or make such payments ends when we have used up the applicable limit of jurisdiction while any trade sanction, em- insurance in payments for damages, bargo, or similar regulation imposed by the settlements or defense expenses. United States of America applies to and pro- hibits the transaction of business with or (b) This insurance is excess over any valid within such country or jurisdiction, for Cov- and collectible other insurance available ered Autos Liability Coverage for any covered to the "insured" whether primary, excess, "auto" that you lease, hire, rent or borrow contingent or on any other basis. without a driver for a period of 30 days or less (c) This insurance is not a substitute for re- and that is not an "auto" you lease, hire, rent quired or compulsory insurance in any or borrow from any of your "employees", country outside the United States, its ter- partners (if you are a partnership), members ritories and possessions, Puerto Rico and (if you are a limited liability company) or Canada. members of their households. Page 2 of 4 ©2015 The Travelers Indemnity Company.All rights reserved. CA T3 53 02 15 Includes copyrighted material of Insurance Services Office,Inc.with its permission. DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC NAMED INSURED:Reytec Construction Resources,Inc. POLICY NUMBER:810-OP807813 COMMERCIAL AUTO You agree to maintain all required or (2) In or on your covered "auto". compulsory insurance in any such coun- This coverage applies only in the event of a total try up to the minimum limits required by theft of your covered "auto". local law. Your failure to comply with compulsory insurance requirements will No deductibles apply to this Personal Property not invalidate the coverage afforded by coverage. this policy, but we will only be liable to the K. AIRBAGS same extent we would have been liable The following is added to Paragraph B.3., Exclu- had you complied with the compulsory in- sions, of SECTION III — PHYSICAL DAMAGE surance requirements. COVERAGE: (d) It is understood that we are not an admit- Exclusion 3.a. does not apply to "loss" to one or ted or authorized insurer outside the more airbags in a covered "auto" you own that in- United States of America, its territories flate due to a cause other than a cause of "loss" and possessions, Puerto Rico and Can- set forth in Paragraphs A.1.b. and A.1.c., but ada. We assume no responsibility for the only: furnishing of certificates of insurance, or a. If that "auto" is a covered "auto" for Compre- for compliance in any way with the laws hensive Coverage under this policy; of other countries relating to insurance. b. The airbags are not covered under any war- G. WAIVER OF DEDUCTIBLE—GLASS ranty; and The following is added to Paragraph D., Deducti- c. The airbags were not intentionally inflated. ble, of SECTION III — PHYSICAL DAMAGE We will pay up to a maximum of $1,000 for any COVERAGE: one"loss". No deductible for a covered "auto" will apply to L. NOTICE AND KNOWLEDGE OF ACCIDENT OR glass damage if the glass is repaired rather than LOSS replaced. The following is added to Paragraph A.2.a., of H. HIRED AUTO PHYSICAL DAMAGE — LOSS OF SECTION IV—BUSINESS AUTO CONDITIONS: USE—INCREASED LIMIT Your duty to give us or our authorized representa- The following replaces the last sentence of Para- tive prompt notice of the "accident" or "loss" ap- graph A.4.b., Loss Of Use Expenses, of SEC- plies only when the "accident" or "loss" is known TION III —PHYSICAL DAMAGE COVERAGE: to: However, the most we will pay for any expenses (a) You (if you are an individual); for loss of use is $65 per day, to a maximum of (b) A partner (if you are a partnership); $750 for any one"accident". (c) A member (if you are a limited liability com- I. PHYSICAL DAMAGE — TRANSPORTATION pany); EXPENSES—INCREASED LIMIT (d) An executive officer, director or insurance The following replaces the first sentence in Para- manager (if you are a corporation or other or- graph A.4.a., Transportation Expenses, of ganization);or SECTION III — PHYSICAL DAMAGE COVER- (e) Any "employee" authorized by you to give no- AGE: tice of the "accident" or"loss". We will pay up to $50 per day to a maximum of M. BLANKET WAIVER OF SUBROGATION $1,500 for temporary transportation expense in- The following replaces Paragraph A.S., Transfer curred by you because of the total theft of a cov- eOf Rights Of Recovery Against Others To Us, red "auto" of the private passenger type. of SECTION IV — BUSINESS AUTO CONDI- J. PERSONAL PROPERTY TIONS : The following is added to Paragraph A.4., Cover- S. Transfer Of Rights Of Recovery Against age Extensions, of SECTION III — PHYSICAL Others To Us DAMAGE COVERAGE: We waive any right of recovery we may have Personal Property against any person or organization to the ex- We will a u to $400 for "loss" to wearing a - tent required of you by a written contract pay P 9 P signed and executed prior to any "accident" parel and other personal property which is: or"loss", provided that the "accident" or"loss" (1) Owned by an "insured"; and arises out of operations contemplated by CA T3 53 02 15 ©2015 The Travelers Indemnity Company.All rights reserved. Page 3 of 4 Includes copyrighted material of Insurance Services Office,Inc.with its permission. DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC NAMED INSURED:Reytec Construction Resources,Inc. COMMERCIAL AUTO POLICY NUMBER:810-OP807813 such contract. The waiver applies only to the The unintentional omission of, or unintentional person or organization designated in such error in, any information given by you shall not contract. prejudice your rights under this insurance. How- N. UNINTENTIONAL ERRORS OR OMISSIONS ever this provision does not affect our right to col- The following is added to Paragraph B.2., Con- lect additional premium or exercise our right of cealment, Misrepresentation, Or Fraud, of cancellation or non-renewal. SECTION IV—BUSINESS AUTO CONDITIONS: Page 4 of 4 ©2015 The Travelers Indemnity Compa ny.All rights reserved. CA T3 53 02 15 Includes copyrighted material of Insurance Services Office,Inc.with its permission. DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Policy Number: 810-OP807813-22-26-G Expiration Date: 9/30/2023 Effective Date: 10/16/2022 COMMERCIAL AUTO THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. BLANKET ADDITIONAL INSURED - PRIMARY AND NON-CONTRIBUTORY WITH OTHER INSURANCE - CONTRACTORS This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM PROVISIONS 2. The following is added to Paragraph B.S., Other 1. The following is added to Paragraph c. in A.1., Insurance of SECTION IV — BUSINESS AUTO Who Is An Insured, of SECTION 11 — COVERED CONDITIONS: AUTOS LIABILITY COVERAGE: Regardless of the provisions of paragraph a. and This includes any person or organization who you paragraph d. of this part 5. Other Insurance, this are required under a written contract or insurance is primary to and non-contributory with agreement, that is signed by you before the applicable other insurance under which an "bodily injury" or "property damage" occurs and additional insured person or organization is a that is in effect during the policy period, to name named insured when a written contract or as an additional insured for Covered Autos agreement with you, that is signed by you before Liability Coverage, but only for damages to which the "bodily injury" or "property damage" occurs this insurance applies and only to the extent of and that is in effect during the policy period, that person's or organization's liability for the requires this insurance to be primary and non- conduct of another"insured". contributory. CA T4 99 02 16 ©2016 The Travelers Indemnity Company.All rights reserved. Page 1 of 1 Includes copyrighted material of Insurance Services Office,Inc.with its permission. DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC POLICY NUMBER: 810-OP807813-22-26-G ISSUE DATE: 10-13-22 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. DESIGNATED PERSON OR ORGANIZATION - NOTICE OF CANCELLATION PROVIDED BY US This endorsement modifies insurance provided under the following: ALL COVERAGE PARTS INCLUDED IN THIS POLICY SCHEDULE CANCELLATION: Number of Days Notice: 30 PERSON OR ORGANIZATION: ANY PERSON OR ORGANIZATION TO WHOM YOU HAVE AGREED IN A WRITTEN CONTRACT THAT NOTICE OF CANCELLATION OF THIS POLICY WILL BE GIVEN, BUT ONLY IF: 1. YOU SEND US A WRITTEN REQUEST TO PROVIDE SUCH NOTICE, INCLUDING THE NAME AND ADDRESS OF SUCH PERSON OR ORGANIZATION, AFTER THE FIRST NAMED INSURED RECEIVES NOTICE FROM US OF THE CANCELLATION OF THIS POLICY; AND 2. WE RECEIVE SUCH WRITTEN REQUEST AT LEAST 14 DAYS BEFORE THE BEGINNING OF THE APPLICABLE NUMBER OF DAYS SHOWN IN THIS SCHEDULE. ADDRESS: THE ADDRESS FOR THAT PERSON OR ORGANIZ- ATION INCLUDED IN SUCH WRITTEN REQUEST FROM YOU TO US. PROVISIONS If we cancel this policy for any legally permitted reason other than nonpayment of premium, and a number of days is shown for Cancellation in the Schedule above, we will mail notice of cancellation to the person or organization shown in such Schedule. We will mail such notice to the address shown in the Schedule above at least the number of days shown for Cancellation in such Schedule before the effective date of cancellation. IL T4 05 05 19 ©2019 The Travelers Indemnity Company.All rights reserved. Page 1 Of 1 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC POLICY NUMBER: CUP-4R344106-22-26 ISSUE DATE: 10/26/2022 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. DESIGNATED PERSON OR ORGANIZATION - NOTICE OF CANCELLATION PROVIDED BY US This endorsement modifies insurance provided under the following: ALL COVERAGE PARTS INCLUDED IN THIS POLICY SCHEDULE CANCELLATION: Number of Days Notice: 30 PERSON OR ORGANIZATION: ANY PERSON OR ORGANIZATION TO WHOM YOU HAVE AGREED IN A WRITTEN CONTRACT THAT NOTICE OF CANCELLATION OF THIS POLICY WILL BE GIVEN, BUT ONLY IF: 1. YOU SEND US A WRITTEN REQUEST TO PROVIDE SUCH NOTICE, INCLUDING THE NAME AND ADDRESS OF SUCH PERSON OR ORGANIZATION, AFTER THE FIRST NAMED INSURED RECEIVES NOTICE FROM US OF THE CANCELLATION OF THIS POLICY; AND 2. WE RECEIVE SUCH WRITTEN REQUEST AT LEAST 14 DAYS BEFORE THE BEGINNING OF THE APPLICABLE NUMBER OF DAYS SHOWN IN THIS SCHEDULE. ADDRESS: THE ADDRESS FOR THAT PERSON OR ORGANIZ- ATION INCLUDED IN SUCH WRITTEN REQUEST FROM YOU TO US. PROVISIONS If we cancel this policy for any legally permitted reason other than nonpayment of premium, and a number of days is shown for Cancellation in the Schedule above, we will mail notice of cancellation to the person or organization shown in such Schedule. We will mail such notice to the address shown in the Schedule above at least the number of days shown for Cancellation in such Schedule before the effective date of cancellation. IL T4 05 05 19 ©2019 The Travelers Indemnity Company.All rights reserved. Page 1 Of 1 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Texasmutuar WORKERS' COMPENSATION INSURANCE WORKERS' COMPENSATION AND WC 42 03 04 B EMPLOYERS LIABILITY POLICY Agent copy TEXAS WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT This endorsement applies only to the insurance provided by the policy because Texas is shown in item 3.A. of the Information Page. We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule, but this waiver applies only with respect to bodily injury arising out of the operations described in the schedule where you are required by a written contract to obtain this waiver from us. This endorsement shall not operate directly or indirectly to benefit anyone not named in the Schedule. The premium for this endorsement is shown in the Schedule. Schedule 1. ( ) Specific Waiver Name of person or organization (X)Blanket Waiver Any person or organization for whom the Named Insured has agreed by written contract to furnish this waiver. 2. Operations: ALL TEXAS OPERATIONS 3. Premium: The premium charge for this endorsement shall be 2.00 percent of the premium developed on payroll in connection with work performed for the above person(s)or organization(s)arising out of the operations described. 4. Advance Premium: Included, see Information Page This endorsement changes the policy to which it is attached effective on the inception date of the policy unless a different date is indicated below. (The following"attaching clause"need be completed only when this endorsement is issued subsequent to preparation of the policy.) This endorsement,effective on 9/30/2022 at 12:01 a.m.standard time,forms a part of: Policy no. 0001295501 of Texas Mutual Insurance Company effective on 9/30/22 Issued to: REYTEC CONSTRUCTION RESOURCES,INC This is not a bill Authorized representative NCCI Carrier Code: 29939 PO Box 12058,Austin, TX 78711-2058 1 of 1 texasmutual.com 1 (800)859-5995 1 Fax(800)359-0650 WC 42 03 04 B DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Texmmutuar WORKERS' COMPENSATION INSURANCE WORKERS' COMPENSATION AND WC 42 06 01 EMPLOYERS LIABILITY POLICY Agent copy TEXAS NOTICE OF MATERIAL CHANGE ENDORSEMENT This endorsement applies only to the insurance provided by the policy because Texas is shown in Item 3.A. of the Information Page. In the event of cancellation or other material change of the policy, we will mail advance notice to the person or organization named in the Schedule. The number of days advance notice is shown in the Schedule. This endorsement shall not operate directly or indirectly to benefit anyone not named in the Schedule. Schedule 1. Number of days advance notice: 30 2. Notice will be mailed to: PER LIST ON FILE This endorsement changes the policy to which it is attached effective on the inception date of the policy unless a different date is indicated below. (The following"attaching clause"need be completed only when this endorsement is issued subsequent to preparation of the policy.) This endorsement,effective on 9/30/2022 at 12:01 a.m.standard time,forms a part of: Policy no. 0001295501 of Texas Mutual Insurance Company effective on 9/30/2022 Issued to: REYTEC CONSTRUCTION RESOURCES INC This is not a bill Authorized representative NCCI Carrier Code: 29939 PO Box 12058,Austin, TX 78711-2058 1 of 1 texasmutual.com 1 (800)859-5995 1 Fax(800)359-0650 WC 42 06 01 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC INSURANCE REQUIREMENTS CONTRACTOR'S INSURANCE AMOUNTS Provide the insurance coverage for at least the following amounts unless greater amounts are required by Laws and Regulations: Type of Insurance Minimum Insurance Coverage Commercial General Liability including 1. Commercial Form 2. Premises—Completed Operations 3. Explosions and Collapse Hazard 4. Underground Hazard 5. Products/Completed Operations Hazard $1,000,000 Per Occurrence 6. Contractual Liability $2,000,000 Aggregate 7. Broad Form Property Damage 8. Independent Contractors 9. Personal &Advertising Injury Business Automobile Liability-Owned, Non- $1,000,000 Combined Single Limit Owned, Rented and Leased Workers' Compensation Statutory Employer's Liability $500,000/500,000/500,000 Excess Liability/Umbrella Liability $1,000,000 Per Occurrence Required if Contract Price>$5,000,000 Contractor's Pollution Liability / $1,000,000 Per Claim Environmental Impairment Coverage Not limited to sudden and accidental ❑ Required X Not Required discharge. To include long-term environmental impact for the disposal of pollutants/contaminants. Required if excavation>3 ft Builder's Risk(All Perils including Collapse) Equal to Full Replacement Cost of Structure and Contents Required for vertical structures and bridges ❑ Required X Not Required Installation Floater Equal to Contract Price Required if installing city-owned equipment ❑ Required X Not Required ARTICLE 7—CONTRACTOR'S RESPONSIBILITIES SC-7.02 LABOR;WORKING HOURS Supplementary Conditions 007300-3 Alameda St. From Louisiana Ave to Texan Trail Bond 2018&2020— 18005A&21051 Rev 4/2022 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC ,�vs car kCo PQR h7�� x8'52 00 52 23 AGREEMENT This Agreement, for the Project awarded on June 27,2023, is between the City of Corpus Christi (Owner) and Reytec Construction Resources, Inc. (Contractor). Owner and Contractor agree as follows: ARTICLE 1—WORK 1.01 Contractor shall complete all Work as specified or indicated in the Contract Documents. The Work is generally described as: Alameda Street from Louisiana Avenue to Texan Trail(Bond 2018)&Chamberlain Street to Texan Trail(Bond 2020) Project No. 18005A and 21051 ARTICLE 2—DESIGNER AND OWNER'S AUTHORIZED REPRESENTATIVE 2.01 The Project has been designed by: HDR Engineering, Inc. 555 N Carancahua St, Ste 1600 Corpus Christi,TX 78401 Samuel.saldivar@hdrinc.com 2.02 The Owner's Authorized Representative for this Project is: Brett Van Hazel 1201 Leopard Street Corpus Christi,TX 78401 brettvh@cctexas.com ARTICLE 3—CONTRACT TIMES 3.01 Contract Times A. The Work is required to be substantially completed within 820 days after the date when the Contract Times commence to run as provided in the Notice to Proceed and is to be completed and ready for final payment in accordance with Paragraph 17.16 of the General Conditions within 760 days after the date when the Contract Times commence to run. B. Performance of the Work is required as shown in Paragraph 7.02 of the General Conditions. Agreement 005223- 1 Alameda Street(Louisiana Avenue to Chamberlain Street and to Texan Trail) Bond 2018&2020 Project No. 18005A and 21051 Rev 12/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC C. Milestones, and the dates for completion of each, are as defined in Section 0135 00 SPECIAL PROCEDURES. 3.02 Liquidated Damages A. Owner and Contractor recognize that time limits for specified Milestones, Substantial Completion, and completion and readiness for Final Payment as stated in the Contract Documents are of the essence of the Contract. Owner and Contractor recognize that the Owner will suffer financial loss if the Work is not completed within the times specified in Paragraph 3.01 and as adjusted in accordance with Paragraph 11.05 of the General Conditions. Owner and Contractor also recognize the delays, expense, and difficulties involved in proving in a legal or arbitration proceeding the actual loss suffered by Owner if the Work is not completed on time. Accordingly, instead of requiring any such proof,Owner and Contractor agree that as liquidated damages for delay (but not as a penalty): 1. Substantial Completion: Contractor shall pay Owner$851 for each day that expires after the time specified in Paragraph 3.01 for Substantial Completion until the Work is substantially complete. 2. Completion of the Remaining Work: Contractor agrees to pay Owner$851 for each day that expires after the time specified in Paragraph 3.01 for completion and readiness for final payment until the Work is completed and ready for final payment in accordance with Paragraph 17.16 of the General Conditions. 3. Liquidated damages for failing to timely attain Substantial Completion and Final Completion are not additive and will not be imposed concurrently. 4. Milestones: Contractor agrees to pay Owner liquidated damages as stipulated in SECTION 0135 00 SPECIAL PROCEDURES for failure to meet Milestone completions. 5. The Owner will determine whether the Work has been completed within the Contract Times. B. Owner is not required to only assess liquidated damages, and Owner may elect to pursue its actual damages resulting from the failure of Contractor to complete the Work in accordance with the requirements of the Contract Documents. ARTICLE 4—CONTRACT PRICE 4.01 Owner will pay Contractor for completion of the Work in accordance with the Contract Documents at the unit prices shown in the attached BID FORM. Unit prices have been computed in accordance with Paragraph 15.03 of the General Conditions. Contractor acknowledges that estimated quantities are not guaranteed, and were solely for the purpose of comparing Bids, and final payment for all unit price items will be based on actual quantities, determined as provided in the Contract Documents. Total Base Bid Price $ 15,407,700.21 ARTICLE 5—PAYMENT PROCEDURES 5.01 Submit Applications for Payment in accordance with Article 17 of the General Conditions. Applications for Payment will be processed by the OAR as provided in the General Conditions. Agreement 005223-2 Alameda Street(Louisiana Avenue to Chamberlain Street and to Texan Trail) Bond 2018&2020 Project No. 18005A and 21051 Rev 12/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 5.02 Progress Payments; Retainage: A. The Owner will make progress payments on or about the 25th day of each month during performance of the Work. Payment is based on Work completed in accordance with the Schedule of Values established as provided in the General Conditions. B. Progress payments equal to the full amount of the total earned value to date for completed Work minus the retainage listed below and properly stored materials will be made prior to Substantial Completion. 1. The standard retainage is 5 percent. C. Payment will be made for the amount determined per Paragraph 5.02.13, less the total of payments previously made and less set-offs determined in accordance with Paragraph 17.01 of the General Conditions. D. At the Owner's option, Owner may pay Contractor 100 percent of the Work completed, less amounts withheld in accordance with Paragraph 17.01 of the General Conditions and less 200 percent of OAR's estimate of the value of Work to be completed or corrected to reach Substantial Completion. Owner may, at its sole discretion, elect to hold retainage in the amounts set forth above for progress payments prior to Substantial Completion if Owner has concerns with the ability of the Contractor to complete the remaining Work in accordance with the Contract Documents or within the time frame established by this Agreement. Release or reduction in retainage is contingent upon and consent of surety to the reduction in retainage. 5.03 Owner will pay the remainder of the Contract Price as recommended by OAR in accordance with Paragraph 17.16 of the General Conditions upon Final Completion and acceptance of the Work. ARTICLE 6—INTEREST ON OVERDUE PAYMENTS AND RETAINAGE 6.01 The Owner is not obligated to pay interest on overdue payments except as required by Texas Government Code Chapter 2251. Invoices must comply with Article 17 of the General Conditions. 6.02 Except as specified in Article 5, the Owner is not obligated to pay interest on moneys not paid except as provided in Texas Government Code Chapter 2252. ARTICLE 7—CONTRACTOR'S REPRESENTATIONS 7.01 The Contractor makes the following representations: A. The Contractor has examined and carefully studied the Contract Documents and the other related data identified in the Bidding Documents. B. The Contractor has visited the Site and become familiar with and is satisfied as to the general, local, and Site conditions that may affect cost, progress, and performance of the Work. C. The Contractor is familiar with Laws and Regulations that may affect cost, progress, and performance of the Work. D. The Contractor has carefully studied the following Site-related reports and drawings as identified in the Supplementary Conditions: 1. Geotechnical Data Reports regarding subsurface conditions at or adjacent to the Site; Agreement 005223-3 Alameda Street(Louisiana Avenue to Chamberlain Street and to Texan Trail) Bond 2018&2020 Project No. 18005A and 21051 Rev 12/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 2. Drawings of physical conditions relating to existing surface or subsurface structures at the Site; 3. Underground Facilities referenced in reports and drawings; 4. Reports and drawings relating to Hazardous Environmental Conditions, if any, at or adjacent to the Site; and 5. Technical Data related to each of these reports and drawings. E. The Contractor has considered the: 1. Information known to Contractor; 2. Information commonly known to contractors doing business in the locality of the Site; 3. Information and observations obtained from visits to the Site; and 4. The Contract Documents. F. The Contractor has considered the items identified in Paragraphs 7.01.D and 7.01.E with respect to the effect of such information, observations, and documents on: 1. The cost, progress, and performance of the Work; 2. The means, methods, techniques, sequences, and procedures of construction to be employed by Contractor; and 3. Contractor's safety precautions and programs. G. Based on the information and observations referred to in the preceding paragraphs, Contractor agrees that no further examinations, investigations, explorations, tests, studies, or data are necessary for the performance of the Work at the Contract Price, within the Contract Times, and in accordance with the other terms and conditions of the Contract Documents. H. The Contractor is aware of the general nature of Work to be performed by Owner and others at the Site that relates to the Work as indicated in the Contract Documents. I. The Contractor has correlated the information known to the Contractor, information and observations obtained from visits to the Site, reports and drawings identified in the Contract Documents, and all additional examinations, investigations, explorations, tests, studies, and data with the Contract Documents. J. The Contractor has given the OAR written notice of all conflicts, errors, ambiguities, or discrepancies that the Contractor has discovered in the Contract Documents,and the written resolution provided by the OAR is acceptable to the Contractor. K. The Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. L. Contractor's entry into this Contract constitutes an incontrovertible representation by Contractor that without exception all prices in the Agreement are premised upon performing and furnishing the Work required by the Contract Documents. M. CONTRACTOR SHALL INDEMNIFY, DEFEND AND HOLD HARMLESS THE OWNER'S INDEMNITEES IN ACCORDANCE WITH PARAGRAPH 7.14 OF THE GENERAL CONDITIONS AND THE SUPPLEMENTARY CONDITIONS. Agreement 005223-4 Alameda Street(Louisiana Avenue to Chamberlain Street and to Texan Trail) Bond 2018&2020 Project No. 18005A and 21051 Rev 12/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC ARTICLE 8—ACCOUNTING RECORDS 8.01 Accounting Record Availability: The Contractor shall keep such full and detailed accounts of materials incorporated and labor and equipment utilized for the Work consistent with the requirements of Paragraph 15.01 of the General Conditions and as may be necessary for proper financial management under this Agreement. Subject to prior written notice,the Owner shall be afforded reasonable access during normal business hours to all of the Contractor's records, books, correspondence, instructions,drawings, receipts,vouchers,memoranda,and similar data relating to the Cost of the Work and the Contractor's fee. The Contractor shall preserve all such documents for a period of 3 years after the final payment by the Owner. ARTICLE 9—CONTRACT DOCUMENTS 9.01 Contents: A. The Contract Documents consist of the following: 1. Solicitation documents. 2. Specifications, forms, and documents listed in SECTION 00 0100 TABLE OF CONTENTS. 3. Drawings listed in the Sheet Index. 4. Addenda. 5. Exhibits to this Agreement: a. Contractor's Bid Form. b. Include Wastewater CD Exhibit if Project pertains to SSO CD work. C. List others as necessary. 6. Documentation required by the Contract Documents and submitted by Contractor prior to Notice of Award. B. There are no Contract Documents other than those listed above in this Article. C. The Contract Documents may only be amended, modified, or supplemented as provided in Article 11 of the General Conditions. Agreement 005223-5 Alameda Street(Louisiana Avenue to Chamberlain Street and to Texan Trail) Bond 2018&2020 Project No. 18005A and 21051 Rev 12/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC ARTICLE 10—CONTRACT DOCUMENT SIGNATURES ATTEST CITY OF CORPUS CHRISTI DocuSigned by: DocuSigned by: 7/11/2023 7/10/2023 aDc Rebecca Huerta —JeTtirey bd rn ona s, P.E. City Secretary Director of Engineering Services ord.033087 AUTHORIZED 6/27/2023 APPROVED AS TO LEGAL FORM: BY COUNCIL DS DocuSigned by: �� 7/10/2023 r;/sb Assistant City Attorney ATTEST(IF CORPORATION) CONTRACTOR DocuSigned by: L /2,;7/6/2023 GGnenvnFaG f`and�Ga (Seal Below) By: Gregg T. Reyes Note: Attach copy of authorization to sign if Title: President &CEO person signing for CONTRACTOR is not President Vice President Chief Executive Officer, or Chief 1901 Hollister Street Financial Officer Address Houston Texas 77080 City State Zip 713-957-4003 N/A Phone Fax greyes@reytec.net Entail END OF SECTION Agreement 005223-6 Alameda Street(Louisiana Avenue to Chamberlain Street and to Texan Trail) Bond 2018&2020 Project No. 18005A and 21051 Rev 12/2021 DocuSign Envelope ID: OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 00 30 01 BID FORM Project Name: Alameda St.from Louisiana Ave to Texan Trail Band 2018&2020 Project Number: 18005A&21051 Owner: City of Corpus Christi OAR: Desi ner: 1HDR Engineedn,,Inc. By its signature below,Bidder accepts all of the terms and conditions of the Bid Acknowledgement,acknowledges receipt of all Addenda to the Bid and agrees,if this Bid is accepted,to enter into a Contract with the Owner and complete the Work in accordance with the Contract Documents for the Bid price. Bidder: Re tec onstructio 'ces, Inc. (full lega I name of Bidded Signature: (signature of person with authority to bind the Bidder) Name: Gregg T. ReVes (printed name of person signing Bid Form) Title: President& CE (title of person signing Bid Form) Attest: (signature) State of Residency: Texas --- eXBS - ,, „,,, 31314 t � 023 76-0516513 e,attt Federal Tx ID No........... W RtM N LOPEZ 1901 Hollister St.,Houston,TX 77080 'r Address for Notices: 131421 ............. 713-957-4003 'Phone: Email: re eS re tec.net Bid Form 00 30 01-Page 1 of 7 Alameda St.from Louisiana Ave to Texan Trail Bond 2018 2020-18005A 21051 Rev 8/2019 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC ana to Chamberlain)Bond... Report Created On:4/19/2023 9:12:49 PM BID TOTALS BASE BID 1 HMAC Total PARTA-GENERAL Not Bidding PART B-STREET IMPROVEMENTS Not Bidding PART C-TRAFFIC SIGNAL IMPROVEMENTS Not Bidding PART D- RTA IMPROVEMENTS Not Bidding PART E-ADA IMPROVEMENTS Not Bidding PART F-STORM WATER IMPROVEMENTS Not Bidding PART G-WATER IMPROVEMENTS Not Bidding PART H-WASTEWATER IMPROVEMENTS Not Bidding PART I- GAS IMPROVEMENTS Not Bidding PARTJ-I.T.IMPROVEMENTS Not Bidding Total Not Bidding BASE BID 2 CONCRETE Total PART A-GENERAL $1,128,426.16 PART B-STREET IMPROVEMENTS $6,394,670.80 PART C-TRAFFIC SIGNAL IMPROVEMENTS $1,326,158.25 PART D- RTA IMPROVEMENTS $61,968.00 PART E-ADA IMPROVEMENTS $540,771.00 PART F-STORM WATER IMPROVEMENTS $2,998,767.00 PART G-WATER IMPROVEMENTS $1,193,392.00 PART H-WASTEWATER IMPROVEMENTS $1,521,423.00 PART I- GAS IMPROVEMENTS $132,336.00 PARTJ-I.T.IMPROVEMENTS $109,788.00 Total $15,407,700.21 PART A-GENERAL No. Description Unit Qty Unit Price Ext Price DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC ana to Chamberlain)Bond... Report Created On:4/19/2023 9:12:49 PM 2-A1 MOBILIZATION (MAX. 5%OF PART A) AL 1 $60,000.00 $60,000.00 2-A2 BONDS AND INSURANCE(AS REQUIRED) AL 1 $204,000.00 $204,000.00 2-A3 CLEAR RIGHT-OF-WAY AC 1.3 $30,000.00 $39,000.00 2-A4 PORT CTB(FUR&INST)(LOW PROF)(TY 1) LF 1480 $44.00 $65,120.00 2-A5 PORT CTB(FUR&INST)(LOW PROF)(TY 2) LF 840 $41.00 $34,440.00 2-A6 PORT CTB(MOVE)(LOW PROF)(TY 1) LF 3180 $4.00 $12,720.00 2-A7 PORT CTB(MOVE)(LOW PROF)(TY 2) LF 2000 $4.00 $8,000.00 2-A8 PORT CTB(REMOVE)(LOW PROF)(TY 1) LF 1480 $9.00 $13,320.00 2-A9 PORT CTB(REMOVE)(LOW PROF)(TY 2) LF 840 $9.00 $7,560.00 2-A10 WK ZN PAV MARK(REMOVE) LF 31281 $0.60 $18,768.60 2-A11 WK ZN PAV MARK(NON-REMOVE) LF 15718 $0.42 $6,601.56 2-Al2 TCP MOBILIZATION/ADJUSTMENTS LS 1 $35,000.00 $35,000.00 2-A13 TCP ITEMS(BARRELS, CONES, SIGNS, MONTH 29 $6,000.00 $174,000.00 ETC.) 2-A14 TCP- ELECTRIC MESSAGE BOARDS EA 6 $21,600.00 $129,600.00 2-A15 TCP-CROSSING GUARDS DAY 380 $275.00 $104,500.00 2-A16 TCP- POLICE OFFICER DAY 6 $525.00 $3,150.00 2-A17 BLOCK SODDING SY 10433 $8.00 $83,464.00 2-A18 SILT FENCE FOR STORM WATER LF 3596 $4.50 $16,182.00 POLLUTION 2-A19 STORM WATER POLLUTION LS 1 $33,000.00 $33,000.00 PREVENTION PLAN 2-A20 ALLOWANCE FOR UNANTICIPATED AL 1 $80,000.00 $80,000.00 STREET IMPROVEMENTS Subtotal: $1,128,426.16 PART B-STREET IMPROVEMENTS No. Description Unit Qty Unit Price Ext Price 2-131 MOBILIZATION (MAX. 5%OF PART B) AL 1 $250,000.00 $250,000.00 2-132 STREET EXCAVATION SY 41977 $11.50 $482,735.50 2-133 EMBANKMENT SY 1212 $11.00 $13,332.00 2-134 JOINTED PLAIN CONCRETE PAVEMENT(8 SY 40265 $91.00 $3,664,115.00 IN) DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC ana to Chamberlain)Bond... Report Created On:4/19/2023 9:12:49 PM 2-135 7"CRUSHED LIMESTONE BASE (TY A, SY 41655 $21.00 $874,755.00 GR. 1-2) 2-136 LIME TON 0 $0.00 $0.00 2-137 12" LIME STABILIZED SUBGRADE SY 41655 $13.00 $541,515.00 2-138 TY C HEAT APPLIED PREFAB PREFORMED EA 12 $340.00 $4,080.00 THERMOPLASTIC PAVEMENT MARKING TYPE 1 (W)(WORD) 2-139 TY CHEAT APPLIED PREFAB PREFORMED EA 37 $247.00 $9,139.00 THERMOPLASTIC PAVEMENT MARKING TYPE 1 (W)(ARROW) 2-1310 TY CHEAT APPLIED PREFAB PREFORMED EA 2 $440.00 $880.00 THERMOPLASTIC PAVEMENT MARKING TYPE 1 (W)(DBL ARROW) 2-1311 TY CHEAT APPLIED PREFAB PREFORMED EA 2 $540.00 $1,080.00 THERMOPLASTIC PAVEMENT MARKING TYPE 1 (W)(LN DP ARROW) 2-1312 TY CHEAT APPLIED PREFAB PREFORMED LF 120 $8.00 $960.00 THERMOPLASTIC REFL. PAVEMENT MARKING TYPE 1 (W)(12")(SLD)(090 MIL) 2-1313 TY CHEAT APPLIED PREFAB PREFORMED LF 2567 $22.00 $56,474.00 THERMOPLASTIC REFL. PAVEMENT MARKING TYPE 1 (W)(24") (SLD)(090 MIL) 2-1314 TY CHEAT APPLIED PREFAB PREFORMED EA 1 $270.00 $270.00 THERMOPLASTIC ACCESSIBLE PARKING BLUE&WHITE W/BORDER SMALL 2-1315 REFL. PAVEMENT MARKING TYPE 1 (W) LF 720 $1.15 $828.00 (8")(SLD)(090 MIL) 2-1316 REFL. PAVEMENT MARKING TYPE 1 (W) LF 3020 $0.60 $1,812.00 (4")(BRK)(090 MIL) 2-1317 REFL. PAVEMENT MARKING TYPE 1 (W) LF 1326 $0.60 $795.60 (4")(SLD)(090 MIL) 2-1318 REFL PAVEMENT MARKING TYPE 1 (W) LF 46 $0.60 $27.60 (4")(DOT)(090 MIL) 2-1319 REFL PAVEMENT MARKING TYPE 1 (Y) LF 24 $0.55 $13.20 (4")(DOT)(090 MIL) 2-1320 REFL. PAVEMENT MARKINGS TY I (Y)4" LF 1800 $0.55 $990.00 (BRK)(090 MIL) 2-1321 REFL. PAVEMENT MARKING TYPE I (Y) LF 9933 $0.55 $5,463.15 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC ana to Chamberlain)Bond... Report Created On:4/19/2023 9:12:49 PM 2-1322 PAVEMENT SEALER 4" LF 16149 $0.15 $2,422.35 2-1323 PAVEMENT SEALER 8" LF 720 $0.32 $230.40 2-1324 PAVEMENT SEALER 12" LF 120 $0.50 $60.00 2-1325 PAVEMENT SEALER 24" LF 2567 $1.00 $2,567.00 2-1326 TY I-C RAISED PAVEMENT MARKER EA 182 $5.20 $946.40 (REFLECTORIZED) 2-1327 TY-II-A-A RAISED PAVEMENT MARKER EA 296 $5.20 $1,539.20 (REFLECTORIZED) 2-1328 TY-II-B-B RAISED PAVEMENT MARKER EA 7 $5.20 $36.40 (REFLECTORIZED) 2-1329 REMOVE SM RD SN SUP &AM EA 108 $52.00 $5,616.00 2-1330 IN SM RD SN SUP&AM TY 10BWG EA 82 $718.00 $58,876.00 (1)SA(P) 2-1331 IN SM RD SN SUP&AM TY 10BWG EA 20 $858.00 $17,160.00 (1)SA(P-BM) 2-1332 CONCRETE DRIVEWAY SY 2950 $103.00 $303,850.00 2-1333 REMOVING CONC(DRIVEWAY) SY 3008 $7.00 $21,056.00 2-1334 JOINTED PLAIN CONCRETE PAVEMENT(6 SY 322 $110.00 $35,420.00 IN)(PARKING LOT) 2-1335 4"CRUSHED LIMESTONE BASE(TY A,GR. SY 322 $13.00 $4,186.00 1-2) 2-1336 8" LIME STABILIZED SUBGRADE SY 322 $20.00 $6,440.00 2-1337 ALLOWANCE FOR UNANTICIPATED AL 1 $25,000.00 $25,000.00 STREET IMPROVEMENTS Subtotal: $6,394,670.80 PART C-TRAFFIC SIGNAL IMPROVEMENTS No. Description Unit Qty Unit Price Ext Price 2-C1 MOBILIZATION (MAX. 5%OF PART C) AL 1 $64,000.00 $64,000.00 2-C2 DRILL SHAFT(TRF SIG POLE)(24 IN) LF 144 $270.00 $38,880.00 2-C3 DRILL SHAFT(TRF SIG POLE)(36 IN) LF 270 $432.00 $116,640.00 2-C4 CONDT(PVC)(SCHD 40)(2") LF 865 $20.00 $17,300.00 2-05 CONDT(PVC)(SCHD 40)(4") LF 695 $34.00 $23,630.00 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC ana to Chamberlain)Bond... Report Created On:4/19/2023 9:12:49 PM 2-C6 CONDT(PVC)(SCHD 40)(2")(BORE) LF 675 $37.00 $24,975.00 2-C7 CONDT(PVC)(SCHD 40)(4")(BORE) LF 750 $54.00 $40,500.00 2-C8 2 CONDR(NO. 12)WITH GROUND LF 415 $1.40 $581.00 (LUMINAIRE WIRE) 2-C9 ELEC CONDR(NO. 6) BARE LF 40 $2.00 $80.00 2-C10 ELEC CONDR(NO. 6)INSULATED LF 80 $2.10 $168.00 2-C11 ELEC CONDR(NO. 8) BARE LF 2880 $1.50 $4,320.00 2-C12 TRAY CABLE(3 CONDR)(12 AWG) LF 2830 $2.10 $5,943.00 2-C13 TRAY CABLE(3 CONDR)(14 AWG) LF 1200 $2.00 $2,400.00 2-C14 GROUND BOX TY D WITH APRON EA 24 $1,400.00 $33,600.00 2-C15 INSTALL HWY TRF SIG (ISOLATED) EA 3 $3,650.00 $10,950.00 2-C16 ELC SRV TY D 120/240 060 EA 3 $6,860.00 $20,580.00 (NS)SS(E)PS(U) 2-C17 ILSN (LED)8S(DURALIGHT)(FIXED EA 14 $3,430.00 $48,020.00 MOUNT) 2-C18 REMOVING TRAFFIC SIGNALS EA 3 $2,200.00 $6,600.00 2-C19 LOUVERED VACUUM FORMED ABS BACK EA 26 $120.00 $3,120.00 PLATE(12")(3 SEC) 2-C20 LOUVERED VACUUM FORMED ABS BACK EA 7 $138.00 $966.00 PLATE(12")(4 SEC) 2-C21 LOUVERED VACUUM FORMED ABS BACK EA 2 $157.00 $314.00 PLATE(12")(5 SEC) 2-C22 DURALIGHT COUNTDOWN PEDESTRIAN EA 28 $592.00 $16,576.00 SIGNAL MODULE(16 INCH) 2-C23 TRF SIG CBL(TY A)(14 AWG)(4 CONDR) LF 1646 $2.00 $3,292.00 2-C24 TRF SIG CBL(TY A)(14 AWG)(5 CONDR) LF 1130 $2.10 $2,373.00 2-C25 TRF SIG CBL(TYA)(14 AWG)(7 CONDR) LF 202 $2.25 $454.50 2-C26 TRF SIG CBL(TYA)(14 AWG)(16 CONDR) LF 1895 $4.50 $8,527.50 2-C27 INS TRF SIG PL AM(S)1 ARM (32')ILSN EA 2 $14,300.00 $28,600.00 2-C28 INS TRF SIG PL AM(S)1 ARM (32') LUM & EA 2 $15,000.00 $30,000.00 ILSN 2-C29 INS TRF SIG PL AM(S)1 ARM (36')ILSN EA 2 $14,800.00 $29,600.00 2-C30 INS TRF SIG PL AM(S)1 ARM (36') LUM & EA 3 $15,700.00 $47,100.00 ILSN DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC ana to Chamberlain)Bond... Report Created On:4/19/2023 9:12:49 PM 2-C31 INS TRF SIG PL AM(S)1 ARM (40')ILSN EA 3 $16,900.00 $50,700.00 2-C32 INS TRF SIG PL AM(S)1 ARM (40') LUM & EA 1 $17,600.00 $17,600.00 ILSN 2-C33 INS TRF SIG PL AM(S)1 ARM (44')ILSN EA 1 $936.00 $936.00 2-C34 PED POLE ASSEMBLY EA 18 $894.00 $16,092.00 2-C35 POLARA AEP TOUCHLESS PUSH BUTTON EA 28 $4,350.00 $121,800.00 (APS)W/R10-3E CUSTOM SIGN 2-C36 PED DETECTOR CONTROLLER UNIT EA 3 $280.00 $840.00 2-C37 LED TRAFFIC SIGNAL MODULE-VEH SIG EA 28 $280.00 $7,840.00 SEC(12") LED(GRN) 2-C38 LED TRAFFIC SIGNAL MODULE-VEH SIG EA 9 $280.00 $2,520.00 SEC(12") LED(GRN ARW) 2-C39 LED TRAFFIC SIGNAL MODULE-VEH SIG EA 28 $280.00 $7,840.00 SEC(12") LED(YEL) 2-C40 LED TRAFFIC SIGNAL MODULE-VEH SIG EA 16 $280.00 $4,480.00 SEC(12") LED(YEL ARW) 2-C41 LED TRAFFIC SIGNAL MODULE-VEH SIG EA 28 $280.00 $7,840.00 SEC(12") LED(RED) 2-C42 LED TRAFFIC SIGNAL MODULE-VEH SIG EA 7 $280.00 $1,960.00 SEC(12") LED(RED ARW) 2-C43 ALPHA XFM 1100 UNINTERRUPTIBLE EA 3 $8,660.00 $25,980.00 POWER SUPPLY WITH CABINET 2-C44 RADAR PRESENCE DETECTOR EA 12 $6,615.00 $79,380.00 (WAVETRONIX) 2-C45 RADAR PRESENCE DETECTOR COMM & LF 1777 $3.00 $5,331.00 POWER CABLE(SMARTSENSOR 6/C) 2-C46 AXIS PTZ CAMERA WITH POLE EA 4 $7,870.00 $31,480.00 MOUNTING BRACKET 2-C47 ETHERNET CABLE CAT5E FOR PTZ LF 495 $1.35 $668.25 CAMERA 2-C48 WAVETRONIX CLICK 656 CABINET EA 3 $2,640.00 $7,920.00 INTERFACE DEVICE 2-C49 VALMONT MITIGATOR MAST ARM EA 5 $645.00 $3,225.00 DAMPING PLATE 2-050 CONTROLLER CABINET(TS-2)WITH EA 3 $16,900.00 $50,700.00 EXTENSION 2-051 NEMATYPE CONTROLLER FOUNDATION EA 3 $2,693.00 $8,079.00 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC ana to Chamberlain)Bond... Report Created On:4/19/2023 9:12:49 PM 2-052 CONTROLLER ECONOLITE COBALT EA 3 $4,000.00 $12,000.00 2-053 MMU2-16LEIP WITH ETHERNET PORT EA 3 $2,144.00 $6,432.00 2-054 CISCO ETHERNET 4000 SWITCH (IE-4000- EA 3 $11,775.00 $35,325.00 8GT8GP4G-E)AND POWER SUPPLY (PWR-IE170W-PC-AC=) 2-055 FURNISH AND INSTALL SCHOOL ZONE EA 3 $11,700.00 $35,100.00 FLASHER BEACON ASSEMBLY(SOLAR POWERED)W/6 LF DRILLED SHAFT FOUNDATION AND 5 YEARS CELLULAR COMMUNICATIONS AND SUPPORT PACKAGE, GLANCE SOFTWARE AND CONFIGURATION 2-056 TEMPORARY TRAFFIC SIGNALS EA 3 $43,000.00 $129,000.00 2-057 ALLOWANCE FOR UNANTICIPATED AL 1 $25,000.00 $25,000.00 TRAFFIC SIGNAL IMPROVEMENTS Subtotal: $1,326,158.25 PART D- RTA IMPROVEMENTS No. Description Unit Qty Unit Price Ext Price 2-D1 MOBILIZATION (MAX. 5%OF PART D) AL 1 $3,000.00 $3,000.00 2-D2 CONCRETE BUS SHELTER PAD SF 5088 $11.00 $55,968.00 2-D3 ALLOWANCE FOR UNANTICIPATED RTA AL 1 $3,000.00 $3,000.00 IMPROVEMENTS Subtotal: $61,968.00 PART E-ADA IMPROVEMENTS No. Description Unit Qty Unit Price Ext Price 2-E1 MOBILIZATION (MAX. 5%OF PART E) AL 1 $20,000.00 $20,000.00 2-E2 CONCRETE SIDEWALK SF 42337 $8.00 $338,696.00 2-E3 REMOVING CONC(SIDEWALK) SF 47120 $0.60 $28,272.00 2-E4 SIDEWALK RETAINING CURB LF 329 $60.00 $19,740.00 2-E5 CONCRETE CURB RAMPS SF 5929 $22.00 $130,438.00 2-E6 REFL. PAVEMENT MARKING TYPE 1 (W) LF 0 $13.00 $0.00 (24")(SOLID)-CROSSWALK 2-E7 RAISED CONCRETE CURB LF 45 $25.00 $1,125.00 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC ana to Chamberlain)Bond... Report Created On:4/19/2023 9:12:49 PM 2-E8 ALLOWANCE FOR UNANTICIPATED ADA AL 1 $2,500.00 $2,500.00 IMPROVEMENTS Subtotal: $540,771.00 PART F-STORM WATER IMPROVEMENTS No. Description Unit Qty Unit Price Ext Price 2-F1 MOBILIZATION (MAX. 5%OF PART F) AL 1 $130,000.00 $130,000.00 2-F2 REMOVE EXISTING INLET OR MANHOLE EA 64 $280.00 $17,920.00 2-F3 4' DIAMETER CONCRETE MANHOLE EA 8 $7,200.00 $57,600.00 (TYPE-A)(CAST IN PLACE) 2-F4 5' DIAMETER CONCRETE MANHOLE EA 5 $7,800.00 $39,000.00 (TYPE-A)(CAST IN PLACE) 2-F5 6' DIAMETER CONCRETE MANHOLE EA 15 $16,200.00 $243,000.00 (TYPE-A)(CAST IN PLACE) 2-F6 8' DIAMETER CONCRETE MANHOLE EA 1 $15,800.00 $15,800.00 (TYPE-A)(CAST IN PLACE) 2-F7 10' DIAMETER CONCRETE MANHOLE EA 2 $28,000.00 $56,000.00 (TYPE-D)(CAST IN PLACE) 2-F8 REMOVE EXISTING REINFORCED LF 6630 $11.00 $72,930.00 CONCRETE PIPE(15"-36") 2-F9 CONCRETE CURB LF 10905 $5.80 $63,249.00 2-F10 REMOVING CONC(CURB&GUTTER) LF 10905 $2.20 $23,991.00 2-F11 6' CONCRETE CURB INLET(CAST IN EA 39 $6,780.00 $264,420.00 P LAC E) 2-F12 6' CONRETE GRATE INLET EA 2 $5,700.00 $11,400.00 2-F13 6' CONCRETE CURB INLETTHROAT EA 26 $2,000.00 $52,000.00 EXTENSION 2-F14 REMOVE AND REPLACE EXISTING 5' EA 11 $1,700.00 $18,700.00 CURB INLET TOP(CAST IN PLACE) 2-F15 18" DIAMETER REINFORCED CONCRETE LF 1182 $210.00 $248,220.00 PIPE(CLASS III) 2-F16 24" DIAMETER REINFORCED CONCRETE LF 615 $215.00 $132,225.00 PIPE(CLASS III) 2-F17 27" REINFORCED CONCRETE PIPE LF 22 $275.00 $6,050.00 (CLASS III) 2-F18 30" DIAMETER REINFORCED CONCRETE LF 0 $0.00 $0.00 PIPE(CLASS III) DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC ana to Chamberlain)Bond... Report Created On:4/19/2023 9:12:49 PM 2-F19 36" DIAMETER REINFORCED CONCRETE LF 636 $310.00 $197,160.00 PIPE(CLASS III) 2-F20 42" DIAMETER REINFORCED CONCRETE LF 591 $360.00 $212,760.00 PIPE(CLASS III) 2-F21 48" DIAMETER REINFORCED CONCRETE LF 2373 $430.00 $1,020,390.00 PIPE(CLASS III) 2-F22 7'X 7' REINFORCED CONCRETE BOX LF 29 $1,430.00 $41,470.00 CULVERT(CLASS III) 2-F23 TRENCH SAFETY(STORM WATER INLETS EA 105 $50.00 $5,250.00 OR MANHOLES) 2-F24 TRENCH SAFETY(STORM WATER LINE) LF 5448 $4.00 $21,792.00 2-F2S SPECIAL TRENCH SHORING(15'TO 20' LF 1775 $10.00 $17,750.00 DEPTH) 2-F26 CONNECT TO EXIST PIPE EA 7 $670.00 $4,690.00 2-F27 ALLOWANCE FOR UNANTICIPATED AL 1 $25,000.00 $25,000.00 STORM WATER IMPROVEMENTS Subtotal: $2,998,767.00 PART G-WATER IMPROVEMENTS No. Description Unit Qty Unit Price Ext Price 2-G1 MOBILIZATION (MAX. 5%OF PART G) AL 1 $45,000.00 $45,000.00 2-G2 12" PVC C900 WATERLINE LF 60 $240.00 $14,400.00 2-G3 12" DI WATERLINE LF 62 $230.00 $14,260.00 2-G4 8" PVC C900 WATERLINE LF 1160 $176.00 $204,160.00 2-G5 8" DI WATERLINE LF 629 $180.00 $113,220.00 2-G6 6" DI WATERLINE LF 2 $682.00 $1,364.00 2-G7 6"CAP EA 11 $1,300.00 $14,300.00 2-G8 8"CAP EA 1 $1,630.00 $1,630.00 2-G9 12" CAP EA 4 $2,600.00 $10,400.00 2-G10 8"45° DIMJ BEND EA 75 $935.00 $70,125.00 2-G11 12"45° DIMJ BEND EA 12 $1,470.00 $17,640.00 2-G12 6"90° DIMJ BEND EA 1 $770.00 $770.00 2-G13 8"90° DIMJ BEND EA 1 $990.00 $990.00 2-G14 8"X 8" DIMJ CROSS RESTRAINED EA 1 $1,265.00 $1,265.00 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC ana to Chamberlain)Bond... Report Created On:4/19/2023 9:12:49 PM 2-G15 12"X 12" DIMJ CROSS RESTRAINED EA 1 $4,520.00 $4,520.00 2-G16 8"X 4" REDUCER, DUCTILE IRON EA 3 $640.00 $1,920.00 2-G17 8"X 6" REDUCER, DUCTILE IRON EA 6 $620.00 $3,720.00 2-G18 8"X 8" DIMJ TEE EA 3 $1,100.00 $3,300.00 2-G19 12"X 8"TAPPING SLEEVE AND VALVE EA 12 $8,500.00 $102,000.00 2-G20 12"X 12"TAPPING SLEEVE AND VALVE EA 2 $10,600.00 $21,200.00 2-G21 NEW FIRE HYDRANT ASSEMBLY(TYPE 1) EA 30 $14,800.00 $444,000.00 2-G22 CONNECTION TO EXISTING WATER LINE EA 28 $2,560.00 $71,680.00 2-G23 WATER SERVICE LINE EA 1 $2,700.00 $2,700.00 2-G24 TRENCH SAFETY FOR WATER LINES LF 1914 $2.00 $3,828.00 2-G25 ALLOWANCE FOR UNANTICIPATED AL 1 $25,000.00 $25,000.00 WATER IMPROVEMENTS Subtotal: $1,193,392.00 PART H-WASTEWATER IMPROVEMENTS No. Description Unit Qty Unit Price Ext Price 2-H1 MOBILIZATION (MAX. 5%OF PART H) AL 1 $60,000.00 $60,000.00 2-H2 REMOVE EXISTING 15"VCP LF 334 $35.00 $11,690.00 WASTEWATER LINE 2-H3 4' DIAMETER WASTEWATER MANHOLE EA 16 $13,200.00 $211,200.00 (6' DEPTH OR LESS)(FIBERGLASS) 2-H4 EXTRA DEPTH FOR 4' DIAMETER VF 63 $282.00 $17,766.00 WASTEWATER MANHOLE(OVER 6' DEPTH)(FIBERGLASS) 2-H5 ADJUST EXISTING WASTEWATER EA 5 $3,000.00 $15,000.00 MANHOLE RIM TO GRADE 2-H6 8"SDR 26 PVC WASTEWATER MAIN (7'- LF 120 $385.00 $46,200.00 9' DEPTH) 2-H7 15"SDR 26 PVC WASTEWATER MAIN (7'- LF 1085 $221.00 $239,785.00 9' DEPTH) 2-H8 18"SDR 26 PVC WASTEWATER MAIN (7'- LF 298 $304.00 $90,592.00 9' DEPTH) 2-H9 18"SDR 26 PVC WASTEWATER MAIN (9'- LF 1397 $342.00 $477,774.00 12' DEPTH) 2-H10 TEMPORARY BY-PASS PUMPING LS 1 $92,000.00 $92,000.00 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC ana to Chamberlain)Bond... Report Created On:4/19/2023 9:12:49 PM 2-H11 GROUT FILL 8"VCP WASTEWATER LINE LF 874 $17.00 $14,858.00 2-H12 GROUT FILL 15"VCP WASTEWATER LINE LF 2302 $24.00 $55,248.00 2-H13 PAVEMENT REPAIR SY 471 $310.00 $146,010.00 2-H14 REMOVE EXISTING WASTEWATER EA 9 $1,800.00 $16,200.00 MANHOLE 2-H15 TRENCH SAFETY(WASTEWATER EA 20 $130.00 $2,600.00 MANHOLES) 2-H16 TRENCH SAFETY FOR WASTEWATER LF 2900 $5.00 $14,500.00 MAIN 2-H17 ALLOWANCE FOR UNANTICIPATED AL 1 $10,000.00 $10,000.00 WASTEWATER IMPROVEMENTS Subtotal: $1,521,423.00 PART I-GAS IMPROVEMENTS No. Description Unit Qty Unit Price Ext Price 2-11 MOBILIZATION (MAX. 5%OF PART 1) AL 1 $5,000.00 $5,000.00 2-12 EXCAVATION, BACKFILL,AND LF 5138 $22.00 $113,036.00 COMPACTION OF GAS LINES 2-13 ADJUST EXISTING GAS VALVE BOX TO EA 19 $700.00 $13,300.00 FINISHED GRADE 2-14 ALLOWANCE FOR UNANTICIPATED GAS AL 1 $1,000.00 $1,000.00 IMPROVEMENTS Subtotal: $132,336.00 PART J-I.T.IMPROVEMENTS No. Description Unit Qty Unit Price Ext Price 2-J1 MOBILIZATION (MAX. 5%OF PARTJ) AL 1 $4,000.00 $4,000.00 2-J2 2" PVC SCHEDULE 40 I.T. CONDUIT WITH LF 5152 $19.00 $97,888.00 PULL STRING AND MULE TAPE 2-J3 24"X36"X18" I.T. PULL BOX EA 3 $2,300.00 $6,900.00 (INSTALLATION ONLY) 2-J4 ALLOWANCE FOR UNANTICIPATED I.T. AL 1 $1,000.00 $1,000.00 IMPROVEMENTS Subtotal: $109,788.00 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC CONTRACT DOCUMENTS FOR CONSTRUCTION OF ALAMEDA ST. FROM LOUISIANA AVE TO TEXAN TRAIL Bond 2018 & 2020 18005A & 21051 �a 0 1 185,04 HDR Engineering, Inc. 555 N Carancahua St. Suite 1600 Corpus Christi, TX 78404 2/13/2023 2/13/2023 a�au 54Ll3avaR,JR. r M AR MN Lai'! , �i r 9263 s,,,,,,,, 131421 STR - 1023 Final Construction & Conformed Set DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 000100 TABLE OF CONTENTS Division/ Title Section Division 00 Preface Documents 00 00 00 Cover Sheet 00 01 00 Table of Contents 00 01 02 List of Drawings Division 00 Procurement and Contracting Requirements 00 52 23 Agreement (Rev 12-2021) 00 72 00 General Conditions(Rev6-2021) 00 73 00 Supplementary Conditions(Rev2-2020) Division 01 General Requirements 01 11 00 Summary of Work(Rev 10-2018) 01 23 10 Alternates and Allowances(Rev 5-2020) 01 29 01 Measurement and Basis for Payment (Rev 5-2020) 01 33 01 Submittal Register(Rev 10-2018) 01 35 00 Special Procedures(Rev 10-2018) 01 50 00 Temporary Facilities and Controls(Rev8-2019) 01 57 00 Temporary Controls(Rev8-2019) Part S Standard Specifications 020100 Survey Monuments 02 10 20 Site Clearing&Stripping 02 10 40 Site Grading 02 10 80 Removing Abandoned Structures 02 20 20 Excavation & Backfill for Utilities 02 20 21 Control of Groundwater 02 20 22 Trench Safety for Excavations 02 21 00 Select Material Table of Contents 000100- 1 Alameda St. From Louisiana Ave to Texan Trail Bond 2018&2020- 18005A&21051 Rev1/2022 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Division/ Title Section 02 24 20 Silt Fence 02 52 05 Pavement Repair, Curb, Gutter, Sidewalk& Driveway Replacement 02 52 10 Limestone Stabilization 02 52 23 Crushed Limestone Flexible Base 02 54 04 Asphalts, Oils, & Emulsions 02 54 12 Prime Coat 02 54 24 Hot Mix Asphalt Concrete Pavement 02 56 08 Inlets 02 56 10 Concrete Curb& Gutter 02 56 12 Concrete Sidewalks& Driveways 02 56 14 Concrete Curb Ramps 02 56 20 Portland Cement Concrete Pavement 02 58 02 Temporary Traffic Controls During Construction 02 58 03 Traffic signal Adjustments 02 58 05 Work Zone Pavement Markings 02 58 07 Pavement Markings (Paint and Thermoplastic) 02 58 13 Preformed Thermoplastic Striping, Words& Emblems 02 58 16 Raised Pavement Markers 02 58 18 Reference Specification—TxDOT DMS—4200 Pavement Markers(Reflectorized) 02 58 28 Reference Specification—TxDOT DMS—6130 Bituminous Adhesive for Pavement Marker 02 62 01 Waterline Riser Assemblies 02 62 02 Hydrostatic Testing of Pressure Systems 02 62 06 Ductile Iron Pipe& Fittings 02 62 10 PVC Pipe—AWWA C900/C905 Pressure Pipe for Municipal Water Mains and Wastewater Force Mains 02 62 14 Grouting Abandoned Utility Lines 02 64 04 Water Service Lines 02 64 09 Tapping Sleeves &Tapping Valves 02 64 11 Gate Valves for Waterlines 02 64 16 Fire Hydrants 02 72 00 Control of Wastewater Flows 02 72 02 Manholes 02 72 03 Vacuum Testing of Wastewater Manhole and Structures Table of Contents 000100-2 Alameda St. From Louisiana Ave to Texan Trail Bond 2018&2020- 18005A&21051 Rev1/2022 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Division/ Title Section 02 72 05 Fiberglass Manholes 02 74 02 Reinforced Concrete Pipe Culverts 02 76 02 Gravity Wastewater Lines 02 76 04 Disposal of Waste from Wastewater Cleaning Operations 02 76 06 Wastewater Service Lines 02 76 11 Cleaning and Televised Inspection of Conduits 02 76 14 Cured in Place Pipe (CIPP) for Rehabilitation of Gravity Wastewater Line 02 76 18 Wastewater Line Rehabilitation—Pipe Bursting 02 80 40 Sodding 02 83 00 Fence Relocation 03 00 20 Portland Cement Concrete 03 20 20 Reinforcing Steel 03 70 40 Epoxy Compounds (S-44) 03 80 00 Concrete Structures 05 54 20 Frames Gates Rings and Covers Part T Technical Specifications 02 24 80 Rolling 02 24 85 Proof Rolling 02 58 50 Retro Reflectorized Pavement Markings 02 58 52 Eliminating Existing Pavement Markings and Markers 02 58 53 Pavement Surface Preparation for Markings 02 58 58 Aluminum Signs Appendix All Testing Reports as Applicable 1 Geotechnical Engineering Services Report: 18005A Alameda St—Louisiana Ave to Chamberlain St Corpus Christi,Texas 2 Alameda Bond 2018 18005A- ESA Database Review Memo& EDR Report 3 Alameda Bond 2020 21051—Phase I ESA& EDR Report END OF SECTION Table of Contents 000100-3 Alameda St. From Louisiana Ave to Texan Trail Bond 2018&2020- 18005A&21051 Rev1/2022 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 00 0102 List of Drawings Sheet Number Sheet Title 01-GENERAL 1 COVER SHEET 2 INDEX OF SHEETS(1 OF 2) 3 INDEX OF SHEETS(2 OF 2) 4 PROJECT LAYOUT&CONTROL MAP 5 EXISTING CONDITIONS (1 OF 3) 6 EXISTING CONDITIONS (2 OF 3) 7 EXISTING CONDITIONS (3 OF 3) 8 ESTIMATED QUANTITIES(BASE BID 1) HMAC PAVMENT 9 ESTIMATED QUANTITIES(BASE BID 2)CONCRETE PAVEMENT 10 GENERAL NOTES 11 GENERAL NOTES(CONT.)&TESTING SCHEDULE 12 LEGEND&ABBREVIATIONS 13 EXISTING & PROPOSED TYPICAL SECTIONS(1 OF 4) 14 EXISTING & PROPOSED TYPICAL SECTIONS(2 OF 4) 15 EXISTING & PROPOSED TYPICAL SECTIONS(3 OF 4) 16 EXISTING & PROPOSED TYPICAL SECTIONS(4 OF 4) 17 STORMWATER BASE MAP (1 OF 2) 18 STORMWATER BASE MAP (2 OF 2) 19 WASTEWATER BASE MAP (1 OF 3) 20 WASTEWATER BASE MAP (2 OF 3) 21 WASTEWATER BASE MAP (3 OF 3) 22 WATER BASE MAP(1 OF 2) 23 WATER BASE MAP(2 OF 2) 24 GAS BASE MAP (1 OF 2) 25 GAS BASE MAP (2 OF 2) 26 DRAINAGE AREA MAP (1 OF 2) 27 DRAINAGE AREA MAP (2 OF 2) 28 HYDRAULIC DATA SHEET(1 OF 4) 29 HYDRAULIC DATA SHEET(2 OF 4) 30 HYDRAULIC DATA SHEET(3 OF 4) 31 HYDRAULIC DATA SHEET(4 OF 4) 32 SURVEY SHEET 33 SURVEY SHEET 34 SURVEY SHEET 35 SURVEY SHEET 36 SURVEY SHEET 37 SURVEY SHEET 38 SURVEY SHEET 39 SURVEY SHEET 40 SURVEY SHEET 41 SURVEY SHEET 42 SURVEY SHEET 43 SURVEY SHEET 44 DEMOLITION KEY MAP(1 OF 2) 451 DEMOLITION KEY MAP(2 OF 2) 461 DEMOLITION LAYOUT BEGIN TO STA 34+00 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 47 DEMOLITION LAYOUT STA 34+00 TO STA 38+84.13 48 DEMOLITION LAYOUT STA 9+75 TO STA 19+00 49 DEMOLITION LAYOUT STA 19+00 TO STA 28+00 50 DEMOLITION LAYOUT STA 28+00 TO STA 37+00 51 DEMOLITION LAYOUT STA 37+00 TO STA 38+24.74 52 DEMOLITION LAYOUT STA 38+24.74 TO STA 47+00 53 DEMOLITION LAYOUT STA 47+00 TO STA 56+00 54 DEMOLITION LAYOUT STA 56+00 TO END 02-STREET&STORM 55 KEY MAP 56 PLAN & PROFILE BEGIN TO STA 14+50 57 PLAN & PROFILE STA 14+50 TO STA 19+00 58 PLAN & PROFILE STA 19+00 TO STA 23+50 59 PLAN & PROFILE STA 23+50 TO STA 28+00 60 PLAN & PROFILE STA 28+00 TO STA 32+50 61 PLAN & PROFILE STA 32+50 TO STA 37+00 62 PLAN & PROFILE STA 37+00 TO STA 38+24.74 63 PLAN & PROFILE STA 38+24.74 TO STA 42+50 64 PLAN & PROFILE STA 42+50 TO STA 47+00 65 PLAN & PROFILE STA 47+00 TO STA 51+50 66 PLAN & PROFILE STA 51+50 TO STA 56+00 67 PLAN & PROFILE STA 56+00 TO STA 60+50 68 PLAN & PROFILE STA 60+50 TO END 69 STORM LATERALS (SHEET 1 OF 5) 70 STORM LATERALS (SHEET 2 OF 5) 71 STORM LATERALS (SHEET 3 OF 5) 72 STORM LATERALS (SHEET 4 OF 5) 73 STORM LATERALS (SHEET 5 OF 5) 74 INTERSECTION LAYOUT- LOUISIANA AVE 75 INTERSECTION LAYOUT-OHIO AVE 76 INTERSECTION LAYOUT- REID DR& INDIANA AVE 77 INTERSECTION LAYOUT-TEXAS AVE 78 INTERSECTION LAYOUT- RALSTON AVE 79 INTERSECTION LAYOUT- HARRISON ST 80 INTERSECTION LAYOUT-ANGEL AVE &SORRELL ST 81 INTERSECTION LAYOUT- DEFORREST ST 82 INTERSECTION LAYOUT-CHAMBERLAIN ST 83 INTERSECTION LAYOUT-VAKY ST. 84 INTERSECTION LAYOUT- MCCLENDON ST. 85 INTERSECTION LAYOUT- HOFFMAN ST. 86 INTERSECTION LAYOUT- MCCALL ST. 87 INTERSECTION LAYOUT-GLAZEBROOK ST. 88 INTERSECTION LAYOUT-GORDON ST. 89 INTERSECTION LAYOUT-TEXAN TRAIL 90 BUS STOP DETAILS 91 MISCELLANEOUS DETAILS(1 OF 3) 92 MISCELLANEOUS DETAILS(2 OF 3) 93 MISCELLANEOUS DETAILS(3 OF 3) 94 JOINT LAYOUT GENERAL DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 95 JOINT LAYOUT CROSS STREET 96 ADA (SHEET 1 OF 10) 97 ADA (SHEET 2 OF 10) 98 ADA (SHEET 3 OF 10) 99 ADA (SHEET 4 OF 10) 100 ADA (SHEET 5 OF 10) 101 ADA(SHEET 6 OF 10) 102 ADA(SHEET 7 OF 10) 103 ADA(SHEET 8 OF 10) 104 ADA(SHEET 9 OF 10) 105 ADA(SHEET 10 OF 10) 03-WATER WASTEWATER GAS& IT 106 KEY MAP(1 OF 2) 107 KEY MAP(2 OF 2) 108 PLAN & PROFILE BEGIN TO STA 29+50 109 PLAN & PROFILE STA 29+50 TO STA 34+00 110 PLAN & PROFILE STA 34+00 TO STA 38+84.13 111 PLAN & PROFILE STA 9+75 TO STA 14+50 112 PLAN & PROFILE STA 14+50 TO STA 19+00 113 PLAN & PROFILE STA 19+00 TO STA 23+50 114 PLAN & PROFILE STA 23+50 TO STA 28+00 115 PLAN & PROFILE STA 28+00 TO STA 32+50 116 PLAN & PROFILE STA 32+50 TO STA 37+00 117 PLAN & PROFILE STA 37+00 TO STA 38+24.74 118 PLAN & PROFILE STA 38+24.74 TO STA 42+50 119 PLAN & PROFILE STA 42+50 TO STA 47+00 120 PLAN & PROFILE STA 47+00 TO STA 51+50 121 PLAN & PROFILE STA 51+50 TO STA 56+00 122 PLAN & PROFILE STA 56+00 TO STA 60+50 123 PLAN & PROFILE STA 60+50 TO END 124 WATER LATERALS(SHEET 1 OF 9) 125 WATER LATERALS(SHEET 2 OF 9) 126 WATER LATERALS(SHEET 3 OF 9) 127 WATER LATERALS(SHEET 4 OF 9) 128 WATER LATERALS(SHEET 5 OF 9) 129 WATER LATERALS(SHEET 6 OF 9) 130 WATER LATERALS(SHEET 7 OF 9) 131 WATER LATERALS(SHEET 8 OF 9) 132 WATER LATERALS(SHEET 9 OF 9) 133 WASTEWATER LATERALS(SHEET 1 OF 3) 134 WASTEWATER LATERALS(SHEET 2 OF 3) 135 WASTEWATER LATERALS(SHEET 3 OF 3) 04-TRAFFIC 136 KEY MAP 137 SIGNING AND STRIPING BEGIN TO STA 10+00 138 SIGNING AND STRIPING STA 10+00 TO STA 19+00 139 SIGNING AND STRIPING STA 19+00 TO STA 28+00 140 SIGNING AND STRIPING STA 28+00 TO STA 37+00 141 SIGNING AND STRIPING STA 37+00 TO STA 38+24.74 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 142 SIGNING AND STRIPING STA 38+24.74 TO STA 47+00 143 SIGNING AND STRIPING STA 47+00 TO STA 56+00 144 SIGNING AND STRIPING STA 56+00 TO STA 65+00 145 SIGNING AND STRIPING STA 65+00 TO END 146 TRAFFIC SIGNAL QUANTITY SUMMARY 147 TRAFFIC SIGNAL GENERAL NOTES 148 EXISTING TRAFFIC SIGNAL LAYOUT- LOUISIANA AVE 149 PROPOSED TRAFFIC SIGNAL LAYOUT- LOUSIANA AVE 150 PROPOSED TRAFFIC SIGNAL DETECTION - LOUISIANA AVE 151 PROPOSED TRAFFIC SIGNAL POLE SCHEDULE- LOUISIANA AVE 152 PROPOSED TRAFFIC SIGNAL WIRING DIAGRAM - LOUISIANA AVE 153 PROPOSED TRAFFIC SIGNAL PHASING- LOUISIANA AVE 154 PROPOSED TRAFFIC SIGNAL POLE ELEVATIONS- LOUISIANA AVE 155 EXISTING TRAFFIC SIGNAL LAYOUT-GLAZEBROOK ST 156 PROPOSED TRAFFIC SIGNAL LAYOUT-GLAZEBROOK ST 157 PROPOSED TRAFFIC SIGNAL DETECTION -GLAZEBROOK ST 158 PROPOSED TRAFFIC SIGNAL POLE SCHEDULE- GLAZEBROOK ST 159 PROPOSED TRAFFIC SIGNAL WIRING DIAGRAM -GLAZEBROOK ST 160 PROPOSED TRAFFIC SIGNAL PHASING-GLAZEBROOK ST 161 PROPOSED TRAFFIC SIGNAL POLE ELEVATIONS-GLAZEBROOK ST 162 EXISTING TRAFFIC SIGNAL LAYOUT-TEXAN TRAIL 163 PROPOSED TRAFFIC SIGNAL LAYOUT-TEXAN TRAIL 164 PROPOSED TRAFFIC SIGNAL DETECTION -TEXAN TRAIL 165 PROPOSED TRAFFIC SIGNAL POLE SCHEDULE-TEXAN TRAIL 166 PROPOSED TRAFFIC SIGNAL WIRING DIAGRAM -TEXAN TRAIL 167 PROPOSED TRAFFIC SIGNAL PHASING-TEXAN TRAIL 168 PROPOSED TRAFFIC SIGNAL POLE ELEVATIONS-TEXAN TRAIL 169 SMA-100-1 170 SMA-100-2 171 TSFD 172 ED-1 173 ED-2 174 ED-3 175 ED-4 176 ED-5 177 ED-6 178 ED-8 179 ED-9 180 ED-11 181 ED-12 182 MAC-C-12 183 MA-C-I2-ILSN 184 MA-D-12 185 CFA-12 186 LUM-A-12 187 MA-DPD-20 188 WV& IZ-14 189 TRAFFIC SIGNAL CONTROLLER FOUNDATION 190 TRAFFIC SIGNAL HEAD WITH BACKPLATE DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 191 CONSTRUCTION DETAILS FOR TRAFFIC SIGNALS-WOOD POLE 192 SIGNAL HEAD SPAN WIRE MOUNT DETAILS 193 OVERHEAD STREET NAME SIGN MOUNTING DETAILS 194 VIVDS CAMERA MOUNTING DETAILS 195 SUMMARY OF SMALL SIGNS(SHEET 1 OF 11) 196 SUMMARY OF SMALL SIGNS(SHEET 2 OF 11) 197 SUMMARY OF SMALL SIGNS(SHEET 3 OF 11) 198 SUMMARY OF SMALL SIGNS(SHEET 4 OF 11) 199 SUMMARY OF SMALL SIGNS(SHEET 5 OF 11) 200 SUMMARY OF SMALL SIGNS(SHEET 6 OF 11) 201 SUMMARY OF SMALL SIGNS(SHEET 7 OF 11) 202 SUMMARY OF SMALL SIGNS(SHEET 8 OF 11) 203 SUMMARY OF SMALL SIGNS(SHEET 9 OF 11) 204 SUMMARY OF SMALL SIGNS(SHEET 10 OF 11) 205 SUMMARY OF SMALL SIGNS(SHEET 11 OF 11) 206 TYPICAL STANDARD PAVEMENT MARKINGS 207 POSITION GUIDANCE USING RAISED MARKERS R.P.M 208 TWO-WAY LEFT TURN LANES, RURAL LEFT TURN BAYS 209 PAVEMENT MARKINGS AND SIGNING FOR ACCESSIBLE PARKING 210 SOLAR POWERED ROADSIDE FLASH. BEACON ASSEMBLY SPRFBA 211 TYPICAL SIGN REQUIREMENTS 212 SIGN MOUNTING DETAIL SMALL ROADSIDE SIGNS GEN. NOTES& DETAILS 213 SIGN MOUNTING DETAILS SMALL ROADSIDE SIGNS (1 OF 4) 214 SIGN MOUNTING DETAILS SMALL ROADSIDE SIGNS (2 OF 4) 215 SIGN MOUNTING DETAILS SMALL ROADSIDE SIGNS (3 OF 4) 216 SIGN MOUNTING DETAILS SMALL ROADSIDE SIGNS (4 OF 4) 217 TCP- LEGEND AND CONTROL NARRATIVE 218 TCP- PHASING 219 TCP-ADVANCE WARNING SIGNS(1 OF 2) 220 TCP-ADVANCE WARNING SIGNS(2 OF 2) 221 TCP- PHASE 1 STEP 1-DEL MAR TO STA 10+00 222 TCP- PHASE 1 STEP 1-SIDE STREET CLOSURE 223 TCP- PHASE 1 STEP 2- FROM BEGIN TO STA 10+00 224 TCP- PHASE 1 STEP 2- FROM STA 10+00 TO STA 20+00 225 TCP- PHASE 1 STEP 2- FROM STA 20+00 TO STA 30+00 226 TCP- PHASE 1 STEP 2- FROM STA 30+00 TO STA 40+00 227 TCP- PHASE 1 STEP 2- FROM STA 40+00 TO END 228 TCP- PHASE 1 STEP 3- FROM BEGIN TO STA 38+24.74 229 TCP- PHASE 1 STEP 3- FROM STA 38+24.74 TO STA 48+00 230 TCP- PHASE 1 STEP 3- FROM STA 48+00 TO STA 58+00 231 TCP- PHASE 1 STEP 2- FROM STA 58+00 TO STA 68+00 232 TCP- PHASE 1 STEP 3- FROM STA 68+00 TO END 233 TCP- PHASE 2 STEP 1- FROM BEGIN TO STA 10+00 234 TCP- PHASE 2 STEP 1- FROM STA 10+00 TO STA 20+00 235 TCP- PHASE 2 STEP 1- FROM STA 20+00 TO STA 30+00 236 TCP- PHASE 2 STEP 1- FROM STA 30+00 TO STA 38+24.74 237 TCP- PHASE 2 STEP 1- FROM STA 38+24.74 TO STA 48+00 238 TCP- PHASE 2 STEP 1- FROM STA 48+00 TO STA 58+00 239 TCP- PHASE 2 STEP 1- FROM STA 58+00 TO STA 68+00 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 240 TCP- PHASE 2 STEP 1- FROM STA 68+00 TO END 241 TCP- PHASE 2 STEP 2- FROM BEGIN TO STA 10+00 242 TCP- PHASE 2 STEP 2- FROM STA 10+00 TO STA 20+00 243 TCP- PHASE 2 STEP 2- FROM STA 20+00 TO STA 30+00 244 TCP- PHASE 2 STEP 2- FROM STA 30+00 TO STA 40+00 245 TCP- PHASE 2 STEP 2- FROM STA 40+00 TO STA 65+00 246 TCP- PHASE 2 STEP- FROM STA 65+00 TO END 247 TCP- DETOUR PLAN LAYOUT FOR LOUISIANA AVE INTERSECTION CLOSURE 248 TEMPORARY TRAFFIC SIGNAL-GENERAL NOTES 249 TEMPORARY TRAFFIC SIGNAL- LOUISIANA AVE- PHASE 1 STEP 1 250 TEMPORARY TRAFFIC SIGNAL- LOUISIANA AVE- PHASE 1 STEP 2 251 TEMPORARY TRAFFIC SIGNAL- LOUISIANA AVE- PHASE 2 STEP 1& 2 252 TEMPORARY TRAFFIC SIGNAL-GLAZEBROOK ST- PHASE 1 STEP 2 253 TEMPORARY TRAFFIC SIGNAL-GLAZEBROOK ST- PHASE 2 STEP 1 &2 254 TEMPORARY TRAFFIC SIGNAL-TEXAN TRAIL- PHASE 1 STEP 2 255 TEMPORARY TRAFFIC SIGNAL-TEXAN TRAIL- PHASE 2 STEP 1 &2 256 BARRICADE&CONSTRUCTION GENERAL NOTES& REQUIREMENTS 257 BARRICADE&CONSTRUCTION PROJECT LIMIT 258 BARRICADE&CONSTRUCTION WORK ZONE SPEED LIMIT 259 BARRICADE&CONSTRUCTION TEMPORARY SIGN NOTES 260 BARRICADE&CONSTRUCTION TYPICAL SIGN SUPPORT 261 BARRICADE&CONSTRUCTION PORTABLE CHANGE MESSAGE SIGN 262 BARRICADE&CONSTRUCTION ARROW, PANEL REFL., W.L. &ATT 263 BARRICADE&CONSTRUCTION CHANNELIZING DEVICES(1 OF 3) 264 BARRICADE&CONSTRUCTION CHANNELIZING DEVICES(2 OF 3) 265 BARRICADE&CONSTRUCTION CHANNELIZING DEVICES(3 OF 3) 266 BARRICADE&CONSTRUCTION PAVEMENT MARKINGS 267 BARRICADE&CONSTRUCTION PAVEMENT MARKING PATTERNS 268 TRAFFIC CONTROL PLAN (1 OF 3) 269 TRAFFIC CONTROL PLAN (2 OF 3) 270 TRAFFIC CONTROL PLAN (3 OF 3) 271 TRAFFIC CONTROL LANE CLOSURES ON MULTI CONV. RDS (1 OF 2) 272 TRAFFIC CONTROL LANE CLOSURES ON MULTI CONV. RDS (2 OF 2) 273 WORK ZONE SHORTTERM PAVEMENT MARKINGS 274 LOW PROFILE CONCRETE BARRIER(TYPE 1) 275 LOW PROFILE CONCRETE BARRIER(TYPE II) 05-5WPPP 276 STORMWATER POLLUTION PREVENTION PLAN LAYOUT 277 STORMWATER POLLUTION PREVENTION CURB INLET SILT FENCE(1 OF 2) 278 STORMWATER POLLUTION PREVENTION CURB INLET SILT FENCE(2 OF 2) 279 STORMWATER POLLUTION PREVENTION PLAN NOTES 280 STORMWATER POLLUTION PREVENTION EPIC 281 STORMWATER POLLUTION PREVENTION STANDARD DETAILS 06-COCC STANDARD DETAILS 282 CROSSWALK PAVEMENT MARKINGS STANDARD DETAILS 283 CONCRETE PAVEMENT STANDARD DETAILS 284 CURB GUTTER AND SIDEWALK STANDARD DETAILS 285 DRIVEWAY STANDARD DETAILS (1 OF 3) 2861 DRIVEWAY STANDARD DETAILS (2 OF 3) DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 287 DRIVEWAY STANDARD DETAILS (3 OF 3) 288 CURB RAMP STANDARD DETAILS(1 OF 4) 289 CURB RAMP STANDARD DETAILS(2 OF 4) 290 CURB RAMP STANDARD DETAILS(3 OF 4) 291 CURB RAMP STANDARD DETAILS(4 OF 4) 292 STORMWATER STANDARD DETAILS(1 OF 3) 293 STORMWATER STANDARD DETAILS(2 OF 3) 294 STORMWATER STANDARD DETAILS(3 OF 3) 295 WASTEWATER STANDARD DETAILS(1 OF 4) 296 WASTEWATER STANDARD DETAILS(2 OF 4) 297 WASTEWATER STANDARD DETAILS(3 OF 4) 298 WASTEWATER STANDARD DETAILS(4 OF 4) 299 WATER STANDARD DETAILS (1 OF 4) 300 WATER STANDARD DETAILS (2 OF 4) 301 WATER STANDARD DETAILS (3 OF 4) 302 WATER STANDARD DETAILS (4 OF 4) DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC ,�vs car kCo PQR h7�� x8'52 00 52 23 AGREEMENT This Agreement, for the Project awarded on [insert Award Date], is between the City of Corpus Christi (Owner) and (Contractor). Owner and Contractor agree as follows: ARTICLE 1—WORK 1.01 Contractor shall complete all Work as specified or indicated in the Contract Documents. The Work is generally described as: Alameda St. From Louisiana Ave to Texan Trail Bond 2018&2020 18005A&21051 ARTICLE 2—DESIGNER AND OWNER'S AUTHORIZED REPRESENTATIVE 2.01 The Project has been designed by: HDR Engineering, Inc. 555 N Carancahua St, Ste 1600 Corpus Christi,TX 78401 Samuel.saldivar@hdrinc.com 2.02 The Owner's Authorized Representative for this Project is: Brett Van Hazel 1201 Leopard Street Corpus Christi,TX 78401 brettvh@cctexas.com ARTICLE 3—CONTRACT TIMES 3.01 Contract Times A. The Work is required to be substantially completed within 820 days after the date when the Contract Times commence to run as provided in the Notice to Proceed and is to be completed and ready for final payment in accordance with Paragraph 17.16 of the General Conditions within 760 days after the date when the Contract Times commence to run. Agreement 005223- 1 Alameda St. From Louisiana Ave to Texan Trail Bond 2018&2020- 18005A&21051 Rev 12/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC B. Performance of the Work is required as shown in Paragraph 7.02 of the General Conditions. C. Milestones, and the dates for completion of each, are as defined in Section 0135 00 SPECIAL PROCEDURES. 3.02 Liquidated Damages A. Owner and Contractor recognize that time limits for specified Milestones, Substantial Completion, and completion and readiness for Final Payment as stated in the Contract Documents are of the essence of the Contract. Owner and Contractor recognize that the Owner will suffer financial loss if the Work is not completed within the times specified in Paragraph 3.01 and as adjusted in accordance with Paragraph 11.05 of the General Conditions. Owner and Contractor also recognize the delays, expense, and difficulties involved in proving in a legal or arbitration proceeding the actual loss suffered by Owner if the Work is not completed on time. Accordingly, instead of requiring any such proof,Owner and Contractor agree that as liquidated damages for delay (but not as a penalty): 1. Substantial Completion: Contractor shall pay Owner$851 for each day that expires after the time specified in Paragraph 3.01 for Substantial Completion until the Work is substantially complete. 2. Completion of the Remaining Work: Contractor agrees to pay Owner$851 for each day that expires after the time specified in Paragraph 3.01 for completion and readiness for final payment until the Work is completed and ready for final payment in accordance with Paragraph 17.16 of the General Conditions. 3. Liquidated damages for failing to timely attain Substantial Completion and Final Completion are not additive and will not be imposed concurrently. 4. Milestones: Contractor agrees to pay Owner liquidated damages as stipulated in SECTION 0135 00 SPECIAL PROCEDURES for failure to meet Milestone completions. 5. The Owner will determine whether the Work has been completed within the Contract Times. B. Owner is not required to only assess liquidated damages, and Owner may elect to pursue its actual damages resulting from the failure of Contractor to complete the Work in accordance with the requirements of the Contract Documents. ARTICLE 4—CONTRACT PRICE 4.01 Owner will pay Contractor for completion of the Work in accordance with the Contract Documents at the unit prices shown in the attached BID FORM. Unit prices have been computed in accordance with Paragraph 15.03 of the General Conditions. Contractor acknowledges that estimated quantities are not guaranteed, and were solely for the purpose of comparing Bids, and final payment for all unit price items will be based on actual quantities, determined as provided in the Contract Documents. Total Base Bid Price $ Agreement 005223-2 Alameda St. From Louisiana Ave to Texan Trail Bond 2018&2020- 18005A&21051 Rev 12/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC ARTICLE 5—PAYMENT PROCEDURES 5.01 Submit Applications for Payment in accordance with Article 17 of the General Conditions. Applications for Payment will be processed by the OAR as provided in the General Conditions. 5.02 Progress Payments; Retainage: A. The Owner will make progress payments on or about the 25th day of each month during performance of the Work. Payment is based on Work completed in accordance with the Schedule of Values established as provided in the General Conditions. B. Progress payments equal to the full amount of the total earned value to date for completed Work minus the retainage listed below and properly stored materials will be made prior to Substantial Completion. 1. The standard retainage is 5 percent. C. Payment will be made for the amount determined per Paragraph 5.02.13, less the total of payments previously made and less set-offs determined in accordance with Paragraph 17.01 of the General Conditions. D. At the Owner's option, Owner may pay Contractor 100 percent of the Work completed, less amounts withheld in accordance with Paragraph 17.01 of the General Conditions and less 200 percent of OAR's estimate of the value of Work to be completed or corrected to reach Substantial Completion. Owner may, at its sole discretion, elect to hold retainage in the amounts set forth above for progress payments prior to Substantial Completion if Owner has concerns with the ability of the Contractor to complete the remaining Work in accordance with the Contract Documents or within the time frame established by this Agreement. Release or reduction in retainage is contingent upon and consent of surety to the reduction in retainage. 5.03 Owner will pay the remainder of the Contract Price as recommended by OAR in accordance with Paragraph 17.16 of the General Conditions upon Final Completion and acceptance of the Work. ARTICLE 6—INTEREST ON OVERDUE PAYMENTS AND RETAINAGE 6.01 The Owner is not obligated to pay interest on overdue payments except as required by Texas Government Code Chapter 2251. Invoices must comply with Article 17 of the General Conditions. 6.02 Except as specified in Article 5, the Owner is not obligated to pay interest on moneys not paid except as provided in Texas Government Code Chapter 2252. ARTICLE 7—CONTRACTOR'S REPRESENTATIONS 7.01 The Contractor makes the following representations: A. The Contractor has examined and carefully studied the Contract Documents and the other related data identified in the Bidding Documents. B. The Contractor has visited the Site and become familiar with and is satisfied as to the general, local, and Site conditions that may affect cost, progress, and performance of the Work. Agreement 005223-3 Alameda St. From Louisiana Ave to Texan Trail Bond 2018&2020- 18005A&21051 Rev 12/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC C. The Contractor is familiar with Laws and Regulations that may affect cost, progress, and performance of the Work. D. The Contractor has carefully studied the following Site-related reports and drawings as identified in the Supplementary Conditions: 1. Geotechnical Data Reports regarding subsurface conditions at or adjacent to the Site; 2. Drawings of physical conditions relating to existing surface or subsurface structures at the Site; 3. Underground Facilities referenced in reports and drawings; 4. Reports and drawings relating to Hazardous Environmental Conditions, if any, at or adjacent to the Site; and 5. Technical Data related to each of these reports and drawings. E. The Contractor has considered the: 1. Information known to Contractor; 2. Information commonly known to contractors doing business in the locality of the Site; 3. Information and observations obtained from visits to the Site; and 4. The Contract Documents. F. The Contractor has considered the items identified in Paragraphs 7.01.D and 7.01.E with respect to the effect of such information, observations, and documents on: 1. The cost, progress, and performance of the Work; 2. The means, methods, techniques, sequences, and procedures of construction to be employed by Contractor; and 3. Contractor's safety precautions and programs. G. Based on the information and observations referred to in the preceding paragraphs, Contractor agrees that no further examinations, investigations, explorations, tests, studies, or data are necessary for the performance of the Work at the Contract Price, within the Contract Times, and in accordance with the other terms and conditions of the Contract Documents. H. The Contractor is aware of the general nature of Work to be performed by Owner and others at the Site that relates to the Work as indicated in the Contract Documents. I. The Contractor has correlated the information known to the Contractor, information and observations obtained from visits to the Site, reports and drawings identified in the Contract Documents, and all additional examinations, investigations, explorations, tests, studies, and data with the Contract Documents. J. The Contractor has given the OAR written notice of all conflicts, errors, ambiguities, or discrepancies that the Contractor has discovered in the Contract Documents,and the written resolution provided by the OAR is acceptable to the Contractor. K. The Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. Agreement 005223-4 Alameda St. From Louisiana Ave to Texan Trail Bond 2018&2020- 18005A&21051 Rev 12/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC L. Contractor's entry into this Contract constitutes an incontrovertible representation by Contractor that without exception all prices in the Agreement are premised upon performing and furnishing the Work required by the Contract Documents. M. CONTRACTOR SHALL INDEMNIFY, DEFEND AND HOLD HARMLESS THE OWNER'S INDEMNITEES IN ACCORDANCE WITH PARAGRAPH 7.14 OF THE GENERAL CONDITIONS AND THE SUPPLEMENTARY CONDITIONS. ARTICLE 8—ACCOUNTING RECORDS 8.01 Accounting Record Availability: The Contractor shall keep such full and detailed accounts of materials incorporated and labor and equipment utilized for the Work consistent with the requirements of Paragraph 15.01 of the General Conditions and as may be necessary for proper financial management under this Agreement. Subject to prior written notice,the Owner shall be afforded reasonable access during normal business hours to all of the Contractor's records, books, correspondence, instructions,drawings, receipts,vouchers,memoranda,and similar data relating to the Cost of the Work and the Contractor's fee. The Contractor shall preserve all such documents for a period of 3 years after the final payment by the Owner. ARTICLE 9—CONTRACT DOCUMENTS 9.01 Contents: A. The Contract Documents consist of the following: 1. Solicitation documents. 2. Specifications, forms, and documents listed in SECTION 00 0100 TABLE OF CONTENTS. 3. Drawings listed in the Sheet Index. 4. Addenda. 5. Exhibits to this Agreement: a. Contractor's Bid Form. b. Include Wastewater CD Exhibit if Proiect pertains to SSO CD work. C. List others as necessary. 6. Documentation required by the Contract Documents and submitted by Contractor prior to Notice of Award. B. There are no Contract Documents other than those listed above in this Article. C. The Contract Documents may only be amended, modified, or supplemented as provided in Article 11 of the General Conditions. ARTICLE 10—CONTRACT DOCUMENT SIGNATURES ATTEST CITY OF CORPUS CHRISTI Agreement 005223-5 Alameda St. From Louisiana Ave to Texan Trail Bond 2018&2020- 18005A&21051 Rev 12/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Rebecca Huerta Jeffrey Edmonds, P.E City Secretary Director of Engineering Services AUTHORIZED APPROVED AS TO LEGAL FORM: BY COUNCIL Assistant City Attorney ATTEST(IF CORPORATION) CONTRACTOR (Seal Below) By: Note: Attach copy of authorization to sign if Title: person signing for CONTRACTOR is not President Vice President Chief Executive Officer, or Chief Financial Officer Address City State Zip Phone Fax Entail END OF SECTION Agreement 005223-6 Alameda St. From Louisiana Ave to Texan Trail Bond 2018&2020- 18005A&21051 Rev 12/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 00 72 00 GENERAL CONDITIONS Table of Contents Page Article 1—Definitions and Terminology .....................................................................................................10 1.01 Defined Terms.............................................................................................................................10 1.02 Terminology................................................................................................................................15 Article2—Preliminary Matters...................................................................................................................16 2.01 Delivery of Bonds and Evidence of Insurance.............................................................................16 2.02 Copies of Documents..................................................................................................................16 2.03 Project Management System......................................................................................................16 2.04 Before Starting Construction ......................................................................................................17 2.05 Preconstruction Conference; Designation of Authorized Representatives................................17 Article 3—Contract Documents: Intent, Requirements, Reuse.................................................................17 3.01 Intent...........................................................................................................................................17 3.02 Reference Standards...................................................................................................................18 3.03 Reporting and Resolving Discrepancies......................................................................................19 3.04 Interpretation of the Contract Documents.................................................................................20 3.05 Reuse of Documents...................................................................................................................20 Article 4—Commencement and Progress of the Work..............................................................................20 4.01 Commencement of Contract Times; Notice to Proceed.............................................................20 4.02 Starting the Work........................................................................................................................20 4.03 Progress Schedule.......................................................................................................................21 4.04 Delays in Contractor's Progress..................................................................................................21 Article 5—Availability of Lands; Subsurface and Physical Conditions; Hazardous Environmental Conditions...................................................................................................................................................22 5.01 Availability of Lands....................................................................................................................22 5.02 Use of Site and Other Areas........................................................................................................22 5.03 Subsurface and Physical Conditions............................................................................................23 5.04 Differing Subsurface or Physical Conditions...............................................................................24 5.05 Underground Facilities................................................................................................................25 5.06 Hazardous Environmental Conditions at Site .............................................................................26 Article 6—Bonds and Insurance .................................................................................................................28 6.01 Performance, Payment, and Other Bonds..................................................................................28 General Conditions 007200-1 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 6.02 Licensed Sureties ........................................................................................................................29 6.03 Required Minimum Insurance Coverage....................................................................................29 6.04 General Insurance Provisions......................................................................................................29 6.05 Contractor's Insurance................................................................................................................30 6.06 Property Insurance......................................................................................................................33 6.07 Waiver of Rights..........................................................................................................................34 6.08 Owner's Insurance for Project....................................................................................................34 6.09 Acceptable Evidence of Insurance..............................................................................................35 6.10 Certificate of Insurance...............................................................................................................35 6.11 Insurance Policies........................................................................................................................35 6.12 Continuing Evidence of Coverage...............................................................................................35 6.13 Notices Regarding Insurance ......................................................................................................35 6.14 Texas Workers' Compensation Insurance Required Notice .......................................................36 Article 7-Contractor's Responsibilities.....................................................................................................38 7.01 Supervision and Superintendence..............................................................................................38 7.02 Labor; Working Hours.................................................................................................................38 7.03 Services, Materials, and Equipment ...........................................................................................39 7.04 Concerning Subcontractors, Suppliers, and Others....................................................................39 7.05 Patent Fees and Royalties...........................................................................................................40 7.06 Permits........................................................................................................................................41 7.07 Taxes...........................................................................................................................................41 7.08 Laws and Regulations..................................................................................................................41 7.09 Safety and Protection .................................................................................................................42 7.10 Safety Representative.................................................................................................................43 7.11 Hazard Communication Programs..............................................................................................43 7.12 Emergencies................................................................................................................................43 7.13 Contractor's General Warranty and Guarantee .........................................................................43 7.14 INDEMNIFICATION......................................................................................................................44 7.15 Delegation of Professional Design Services................................................................................45 Article 8-Other Work at the Site...............................................................................................................46 8.01 Other Work.................................................................................................................................46 8.02 Coordination ...............................................................................................................................47 8.03 Legal Relationships......................................................................................................................47 General Conditions 007200-2 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Article 9—Owner's and OPT's Responsibilities...........................................................................................48 9.01 Communications to Contractor ..................................................................................................48 9.02 Replacement of Owner's Project Team Members......................................................................48 9.03 Furnish Data................................................................................................................................48 9.04 Pay When Due.............................................................................................................................48 9.05 Lands and Easements; Reports and Tests...................................................................................48 9.06 Insurance.....................................................................................................................................48 9.07 Modifications..............................................................................................................................48 9.08 Inspections,Tests, and Approvals...............................................................................................48 9.09 Limitations on OPT's Responsibilities .........................................................................................48 9.10 Undisclosed Hazardous Environmental Condition......................................................................49 9.11 Compliance with Safety Program................................................................................................49 Article 10—OAR's and Designer's Status During Construction ..................................................................49 10.01 Owner's Representative..........................................................................................................49 10.02 Visits to Site.............................................................................................................................49 10.03 Resident Project Representatives...........................................................................................49 10.04 Rejecting Defective Work........................................................................................................49 10.05 Shop Drawings, Modifications and Payments.........................................................................50 10.06 Decisions on Requirements of Contract Documents and Acceptability of Work...................50 10.07 Limitations on OAR's and Designer's Authority and Responsibilities.....................................50 Article 11—Amending the Contract Documents; Changes in the Work ....................................................50 11.01 Amending and Supplementing the Contract Documents.......................................................50 11.02 Owner-Authorized Changes in the Work................................................................................51 11.03 Unauthorized Changes in the Work........................................................................................51 11.04 Change of Contract Price ........................................................................................................52 11.05 Change of Contract Times.......................................................................................................52 11.06 Change Proposals....................................................................................................................52 11.07 Execution of Change Orders ...................................................................................................53 11.08 Notice to Surety......................................................................................................................54 Article 12—Change Management ..............................................................................................................54 12.01 Requests for Change Proposal................................................................................................54 12.02 Change Proposals....................................................................................................................54 12.03 Designer Will Evaluate Request for Modification...................................................................55 General Conditions 007200-3 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 12.04 Substitutions...........................................................................................................................55 Article13—Claims.......................................................................................................................................56 13.01 Claims......................................................................................................................................56 13.02 Claims Process.........................................................................................................................57 Article 14—Prevailing Wage Rate Requirements.......................................................................................58 14.01 Payment of Prevailing Wage Rates.........................................................................................58 14.02 Records....................................................................................................................................58 14.03 Liability; Penalty; Criminal Offense.........................................................................................59 14.04 Prevailing Wage Rates.............................................................................................................59 Article 15—Cost of the Work; Allowances; Unit Price Work......................................................................59 15.01 Cost of the Work.....................................................................................................................59 15.02 Allowances..............................................................................................................................63 15.03 Unit Price Work.......................................................................................................................63 15.04 Contingencies..........................................................................................................................64 Article 16—Tests and Inspections; Correction, Removal, or Acceptance of Defective Work....................65 16.01 Access to Work........................................................................................................................65 16.02 Tests, Inspections and Approvals............................................................................................65 16.03 Defective Work .......................................................................................................................65 16.04 Acceptance of Defective Work................................................................................................66 16.05 Uncovering Work....................................................................................................................66 16.06 Owner May Stop the Work.....................................................................................................67 16.07 Owner May Correct Defective Work.......................................................................................67 Article 17—Payments to Contractor; Set-Offs; Completion; Correction Period........................................67 17.01 Progress Payments..................................................................................................................67 17.02 Application for Payment.........................................................................................................69 17.03 Schedule of Values..................................................................................................................71 17.04 Schedule of Anticipated Payments and Earned Value............................................................72 17.05 Basis for Payments..................................................................................................................73 17.06 Payment for Stored Materials and Equipment.......................................................................73 17.07 Retainage and Set-Offs ...........................................................................................................74 17.08 Procedures for Submitting an Application for Payment.........................................................74 17.09 Responsibility of Owner's Authorized Representative...........................................................75 17.10 Contractor's Warranty of Title................................................................................................76 General Conditions 007200-4 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 17.11 Substantial Completion...........................................................................................................76 17.12 Partial Utilization.....................................................................................................................77 17.13 Final Inspection.......................................................................................................................77 17.14 Final Application for Payment.................................................................................................77 17.15 Final Payment..........................................................................................................................78 17.16 Waiver of Claims.....................................................................................................................78 17.17 Correction Period....................................................................................................................78 Article 18-Suspension of Work and Termination.....................................................................................79 18.01 Owner May Suspend Work.....................................................................................................79 18.02 Owner May Terminate for Cause............................................................................................79 18.03 Owner May Terminate For Convenience................................................................................80 Article 19-Project Management...............................................................................................................81 19.01 Work Included.........................................................................................................................81 19.02 Quality Assurance ...................................................................................................................81 19.03 Document Submittal...............................................................................................................81 19.04 Required Permits ....................................................................................................................81 19.05 Safety Requirements...............................................................................................................82 19.06 Access to the Site....................................................................................................................82 19.07 Contractor's Use of Site..........................................................................................................82 19.08 Protection of Existing Structures and Utilities........................................................................83 19.09 Pre-Construction Exploratory Excavations..............................................................................83 19.10 Disruption of Services/Continued Operations........................................................................84 19.11 Field Measurements ...............................................................................................................84 19.12 Reference Data and Control Points.........................................................................................84 19.13 Delivery and Storage...............................................................................................................85 19.14 Cleaning During Construction.................................................................................................86 19.15 Maintenance of Roads, Driveways, and Access......................................................................86 19.16 Area Access and Traffic Control..............................................................................................87 19.17 Overhead Electrical Wires.......................................................................................................87 19.18 Blasting....................................................................................................................................87 19.19 Archeological Requirements...................................................................................................87 19.20 Endangered Species Resources...............................................................................................88 19.21 Cooperation with Public Agencies..........................................................................................88 General Conditions 007200-5 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Article 20—Project Coordination................................................................................................................88 20.01 Work Included.........................................................................................................................88 20.02 Document Submittal...............................................................................................................88 20.03 Communication During Project...............................................................................................89 20.04 Project Meetings.....................................................................................................................89 20.05 Requests for Information........................................................................................................91 20.06 Decision and Action Item Log..................................................................................................91 20.07 Notification By Contractor......................................................................................................92 20.08 Record Documents..................................................................................................................92 Article 21—Quality Management...............................................................................................................94 21.01 Contractor's Responsibilities ..................................................................................................94 21.02 Quality Management Activities by OPT..................................................................................95 21.03 Contractor's Use of OPT's Test Reports..................................................................................96 21.04 Documentation .......................................................................................................................96 21.05 Standards................................................................................................................................97 21.06 Delivery and Storage...............................................................................................................97 21.07 Verification Testing for Corrected Defects..............................................................................97 21.08 Test Reports............................................................................................................................97 21.09 Defective Work .......................................................................................................................98 21.10 Limitation of Authority of Testing Laboratory........................................................................98 21.11 Quality Control Plan................................................................................................................98 21.12 Implement Contractor's Quality Control Plan ......................................................................100 Article 22—Final Resolution of Disputes..................................................................................................101 22.01 Senior Level Negotiations .....................................................................................................101 22.02 Mediation..............................................................................................................................101 Article 23—Minority/MBE/DBE Participation Policy................................................................................102 23.01 Policy.....................................................................................................................................102 23.02 Definitions.............................................................................................................................102 23.03 Goals......................................................................................................................................103 23.04 Compliance............................................................................................................................104 Article 24—Document Management........................................................................................................104 24.01 Work Included.......................................................................................................................104 24.02 Quality Assurance .................................................................................................................104 General Conditions 007200-6 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 24.03 Contractor's Responsibilities ................................................................................................104 24.04 Document Submittal.............................................................................................................105 24.05 Document Numbering ..........................................................................................................105 24.06 Document Requirements......................................................................................................106 Article25—Shop Drawings.......................................................................................................................107 25.01 Work Included.......................................................................................................................107 25.02 Quality Assurance .................................................................................................................107 25.03 Contractor's Responsibilities ................................................................................................107 25.04 Shop Drawing Requirements ................................................................................................109 25.05 Special Certifications and Reports........................................................................................109 25.06 Warranties and Guarantees..................................................................................................110 25.07 Shop Drawing Submittal Procedures....................................................................................110 25.08 Sample and Mockup Submittal Procedures..........................................................................112 25.09 Equal Non Specified Products...............................................................................................113 25.10 Requests for Deviation..........................................................................................................113 25.11 Designer Responsibilities......................................................................................................114 25.12 Resubmission Requirements.................................................................................................116 Article26—Record Data ...........................................................................................................................117 26.01 Work Included.......................................................................................................................117 26.02 Quality Assurance .................................................................................................................117 26.03 Contractor's Responsibilities ................................................................................................117 26.04 Record Data Requirements...................................................................................................118 26.05 Special Certifications and Reports........................................................................................118 26.06 Warranties and Guarantees..................................................................................................119 26.07 Record Data Submittal Procedures.......................................................................................119 26.08 Designer's Responsibilities....................................................................................................120 Article 27—Construction Progress Schedule............................................................................................121 27.01 Requirements........................................................................................................................121 27.02 Document Submittal.............................................................................................................121 27.03 Schedule Requirements........................................................................................................121 27.04 Schedule Revisions................................................................................................................123 27.05 Float Time..............................................................................................................................123 Article 28—Video and Photographic documentation ..............................................................................124 General Conditions 007200-7 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 28.01 Work Included.......................................................................................................................124 28.02 Quality Assurance .................................................................................................................124 28.03 Document Submittal.............................................................................................................124 28.04 Photographs..........................................................................................................................125 28.05 Video Recording....................................................................................................................125 Article 29-Execution and Closeout.........................................................................................................125 29.01 Substantial Completion.........................................................................................................125 29.02 Final Inspections....................................................................................................................126 29.03 Reinspection Fees .................................................................................................................126 29.04 Closeout Documents Submittal ............................................................................................127 29.05 Transfer of Utilities ...............................................................................................................127 29.06 Warranties, Bonds and Service Agreements.........................................................................127 Article30-Miscellaneous........................................................................................................................128 30.01 Computation of Times...........................................................................................................128 30.02 Owner's Right to Audit Contractor's Records.......................................................................128 30.03 Independent Contractor.......................................................................................................129 30.04 Cumulative Remedies ...........................................................................................................129 30.05 Limitation of Damages..........................................................................................................129 30.06 No Waiver.............................................................................................................................129 30.07 Severability............................................................................................................................129 30.08 Survival of Obligations ..........................................................................................................130 30.09 No Third Party Beneficiaries .................................................................................................130 30.10 Assignment of Contract.........................................................................................................130 30.11 No Waiver of Sovereign Immunity........................................................................................130 30.12 Controlling Law.....................................................................................................................130 30.13 Conditions Precedent to Right to Sue...................................................................................130 30.14 Waiver of Trial by Jury...........................................................................................................130 30.15 Attorney Fees........................................................................................................................130 30.16 Compliance with Laws...........................................................................................................131 30.17 Enforcement..........................................................................................................................131 30.18 Subject to Appropriation.......................................................................................................131 30.19 Contract Sum.........................................................................................................................131 30.20 Contractor's Guarantee as Additional Remedy....................................................................131 General Conditions 007200-8 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 30.21 Notices. .................................................................................................................................131 General Conditions 007200-9 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC ARTICLE 1—DEFINITIONS AND TERMINOLOGY 1.01 Defined Terms A. Terms with initial capital letters, including the term's singular and plural forms, have the meanings indicated in this paragraph wherever used in the Bidding Requirements or Contract Documents. In addition to the terms specifically defined, terms with initial capital letters in the Contract Documents may include references to identified articles and paragraphs, and the titles of other documents or forms. 1. Addenda - Documents issued prior to the receipt of Bids which clarify or modify the Bidding Requirements or the proposed Contract Documents. 2. Agreement - The document executed between Owner and Contractor covering the Work. 3. Alternative Dispute Resolution -The process by which a disputed Claim may be settled as an alternative to litigation, if Owner and Contractor cannot reach an agreement between themselves. 4. Application for Payment - The forms used by Contractor to request payments from Owner and the supporting documentation required by the Contract Documents. 5. Award Date—The date the City Council of the City of Corpus Christi (City)authorizes the City Manager or designee to execute the Contract on behalf of the City. 6. Bid —The documents submitted by a Bidder to establish the proposed Contract Price and Contract Times and provide other information and certifications as required by the Bidding Documents. 7. Bidding Documents — The solicitation documents, the proposed Contract Documents and Addenda. 8. Bidder—An individual or entity that submits a Bid to Owner. 9. Bonds - Performance Bond, Payment Bond, Maintenance Bond, and other Surety instruments executed by Surety. When in singular form, refers to individual instrument. 10. Change Order-A document issued on or after the Effective Date of the Contract,which modifies the Work, Contract Price, Contract Times, or terms and conditions of the Contract. 11. Change Proposal - A document submitted by Contractor in accordance with the requirements of the Contract Documents: a. Requesting an adjustment in Contract Price or Contract Times; b. Contesting an initial decision concerning the requirements of the Contract Documents or the acceptability of Work under the Contract Documents; c. Challenging a set-off against payment due; or d. Seeking a Modification with respect to the terms of the Contract. 12. City Engineer - The Corpus Christi City Engineer and/or designee as identified at the preconstruction conference or in the Notice to Proceed. General Conditions 007200-10 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 13. Claim - A demand or assertion by Owner or Contractor submitted in accordance with the requirements of the Contract Documents. A demand for money or services by an entity other than the Owner or Contractor is not a Claim. Claims must be initiated by written notice, signed and sworn to be an authorized corporate officer, verifying the truth and accuracy of the Claim. 14. Constituent of Concern - Asbestos, petroleum, radioactive materials, polychlorinated biphenyls (PCBs), hazardous wastes, and substances, products, wastes, or other materials that are or become listed, regulated, or addressed pursuant to: a. The Comprehensive Environmental Response, Compensation and Liability Act, 42 U.S.C. §§9601 et seq. ("CERCLA"); b. The Hazardous Materials Transportation Act, 49 U.S.C. §§5101 et seq.; c. The Resource Conservation and Recovery Act,42 U.S.C. §§6901 et seq. ("RCRA"); d. The Toxic Substances Control Act, 15 U.S.C. §§2601 et seq.; e. The Clean Water Act, 33 U.S.C. §§1251 et seq.; f. The Clean Air Act, 42 U.S.C. §§7401 et seq.; or g. Any other Laws or Regulations regulating, relating to, or imposing liability or standards of conduct concerning hazardous,toxic, or dangerous waste, substance, or material. 15. Contract -The entire integrated set of documents concerning the Work and describing the relationship between the Owner and Contractor. 16. Contract Amendment-A document issued on or after the Effective Date of the Contract and signed by Owner and Contractor which: a. Authorizes new phases of the Work and establishes the Contract Price, Contract Times, or terms and conditions of the Contract for the new phase of Work; or b. Modifies the terms and conditions of the Contract but does not make changes in the Work. 17. Contract Documents - Those items designated as Contract Documents in the Agreement. 18. Contract Price - The monetary amount stated in the Agreement and as adjusted by Modifications, and increases or decreases in unit price quantities, if any,that Owner has agreed to pay Contractor for completion of the Work in accordance with the Contract Documents. 19. Contract Times-The number of days or the dates by which Contractor must: a. Achieve specified Milestones; b. Achieve Substantial Completion; and c. Complete the Work. 20. Contractor-The individual or entity with which Owner has contracted for performance of the Work. General Conditions 007200-11 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 21. Contractor's Team - Contractor and Subcontractors, Suppliers, individuals, or entities directly or indirectly employed or retained by them to perform part of the Work or anyone for whose acts they may be liable. 22. Cost of the Work -The sum of costs incurred for the proper performance of the Work as allowed by Article 15. 23. Defective - When applied to Work, refers to Work that is unsatisfactory, faulty, or deficient in that it: a. Does not conform to the Contract Documents; b. Does not meet the requirements of applicable inspections, reference standards, tests, or approvals referred to in the Contract Documents; or c. Has been damaged or stolen prior to OAR's recommendation of final payment unless responsibility for the protection of the Work has been assumed by Owner at Substantial Completion 24. Designer - The individuals or entity named as Designer in the Agreement and the subconsultants, individuals, or entities directly or indirectly employed or retained by Designer to provide design or other technical services to the Owner. Designer has responsibility for engineering or architectural design and technical issues related to the Contract Documents. Designers are Licensed Professional Engineers, Registered Architects or Registered Landscape Architects qualified to practice their profession in the State of Texas. 25. Drawings - The part of the Contract that graphically shows the scope, extent, and character of the Work. Shop Drawings and other Contractor documents are not Drawings. 26. Effective Date of the Contract -The date indicated in the Agreement on which the City Manager or designee has signed the Contract. 27. Field Order-A document issued by OAR or Designer requiring changes in the Work that do not change the Contract Price or the Contract Times. 28. Hazardous Environmental Condition - The presence of Constituents of Concern at the Site in quantities or circumstances that may present a danger to persons or property exposed to Constituents of Concern. The presence of Constituents of Concern at the Site necessary for the execution of the Work or to be incorporated in the Work is not a Hazardous Environmental Condition provided these Constituents of Concern are controlled and contained pursuant to industry practices, Laws and Regulations, and the requirements of the Contract. 29. Indemnified Costs-All costs, losses,damages,and legal or other dispute resolution costs resulting from claims or demands against Owner. These costs include fees for engineers, architects, attorneys, and other professionals. 30. Laws and Regulations; Laws or Regulations-Applicable laws,statutes, rules, regulations, ordinances,codes,and orders of governmental bodies,agencies,authorities,and courts having jurisdiction over the Project. 31. Liens - Charges, security interests, or encumbrances upon Contract related funds, real property, or personal property. General Conditions 007200-12 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 32. Milestone-A principal event in the performance of the Work that Contractor is required by Contract to complete by a specified date or within a specified period of time. 33. Modification - Change made to the Contract Documents by one of the following methods: a. Contract Amendment; b. Change Order; c. Field Order; or d. Work Change Directive. 34. Notice of Award-The notice of Owner's intent to enter into a contract with the Selected Bidder. 35. Notice to Proceed - A notice to Contractor of the Contract Times and the date Work is to begin. 36. Owner-The City of Corpus Christi (City), a Texas home-rule municipal corporation and political subdivision organized under the laws of the State of Texas, acting by and through its duly authorized City Manager and designee, the City Engineer (the Director of Engineering Services), and the City's officers, employees, agents, or representatives, authorized to administer design and construction of the Project. 37. Owner's Authorized Representative or OAR -The individual or entity named as OAR in the Agreement and the consultants, subconsultants, individuals, or entities directly or indirectly employed or retained by them to provide construction management services to the Owner. The OAR may be an employee of the Owner. 38. Owner's Project Team or OPT - The Owner, Owner's Authorized Representative, Resident Project Representative, Designer, and the consultants, subconsultants, individuals or entities directly or indirectly employed or retained by them to provide services to the Owner. 39. Partial Occupancy or Use - Use by Owner of a substantially completed part of the Work for the purpose for which it is intended (or a related purpose) prior to Substantial Completion of all the Work. 40. Progress Schedule -A schedule prepared and maintained by Contractor, describing the sequence and duration of the activities comprising the Contractor's plan to accomplish the Work within the Contract Times. The Progress Schedule must be a Critical Path Method (CPM) Schedule. 41. Project - The total undertaking to be accomplished for Owner under the Contract Documents. 42. Project Manual — That portion of the Contract Documents that may include the following: introductory information,solicitation requirements and responses, proposal, Contract forms and General and Supplementary Conditions, General Requirements, Specification, Drawings, Project Safety Manual and Addenda. 43. Resident Project Representative or RPR-The authorized representative of OPT assigned to assist OAR at the Site. As used herein, the term Resident Project Representative includes assistants and field staff of the OAR. General Conditions 007200-13 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 44. Samples - Physical examples of materials, equipment, or workmanship representing some portion of the Work that are used to establish the standards for that portion of the Work. 45. Schedule of Documents-A schedule of required documents, prepared and maintained by Contractor. 46. Schedule of Values - A schedule, prepared and maintained by Contractor, allocating portions of the Contract Price to various portions of the Work and used as the basis for Contractor's Applications for Payment. 47. Shop Drawings - All drawings, diagrams, illustrations, schedules, and other data or information that are specifically prepared or assembled and submitted by Contractor to illustrate some portion of the Work. Shop Drawings,whether approved or not, are not Drawings and are not Contract Documents. 48. Site - Lands or areas indicated in the Contract Documents as being furnished by Owner upon which the Work is to be performed. The Site includes rights-of-way, easements, and other lands furnished by Owner which are designated for use by the Contractor. 49. Specifications -The part of the Contract that describes the requirements for materials, equipment, systems, standards, and workmanship as applied to the Work, and certain administrative requirements and procedural matters applicable to the Work. 50. Subcontractor-An individual or entity having a direct contract with Contractor or with other Subcontractors or Suppliers for the performance of a part of the Work. 51. Substantial Completion - The point where the Work or a specified part of the Work is sufficiently complete to be used for its intended purpose in accordance with the Contract Documents. 52. Supplementary Conditions -The part of the Contract that amends or supplements the General Conditions. 53. Supplier - A manufacturer, fabricator, supplier, distributor, materialman, or vendor having a direct contract with Contractor or with Subcontractors or other Suppliers to furnish materials or equipment to be incorporated in the Work. 54. Technical Data-Those items expressly identified as Technical Data in the Supplementary Conditions with respect to either: a. Subsurface conditions at the Site; b. Physical conditions relating to existing surface or subsurface structures at the Site, except Underground Facilities; or C. Hazardous Environmental Conditions at the Site. 55. Underground Facilities - All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, other similar facilities or appurtenances, and encasements containing these facilities which are used to convey electricity, gases, steam, liquid petroleum products, telephone or other communications, fiber optic transmissions, cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems. 56. Unit Price Work-Work to be paid for on the basis of unit prices. General Conditions 007200-14 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 57. Work - The construction of the Project or its component parts as required by the Contract Documents. 58. Work Change Directive -A directive issued to Contractor on or after the Effective Date of the Contract ordering an addition, deletion, or revision in the Work. The Work Change Directive serves as a memorandum of understanding regarding the directive until a Change Order can be issued. 1.02 Terminology A. The words and terms discussed in this Paragraph 1.02 are not defined, but when used in the Bidding Requirements or Contract Documents, have the indicated meaning. B. It is understood that the cost for performing Work is included in the Contract Price and no additional compensation is to be paid by Owner unless specifically stated otherwise in the Contract Documents. Expressions including or similar to "at no additional cost to Owner," "at Contractor's expense,"or similar words mean that the Contractor is to perform or provide specified operation of Work without an increase in the Contract Price. C. The terms"day"or"calendar day' mean a calendar day of 24 hours measured from midnight to the next midnight. D. The meaning and intent of certain terms or adjectives are described as follows: 1. The terms "as allowed," "as approved," "as ordered," "as directed," or similar terms in the Contract Documents indicate an exercise of professional judgment by the OPT. 2. Adjectives including or similar to "reasonable," "suitable," "acceptable," "proper," "satisfactory," or similar adjectives are used to describe a determination of OPT regarding the Work. 3. Any exercise of professional judgment by the OPT will be made solely to evaluate the Work for general compliance with the Contract Documents unless there is a specific statement in the Contract Documents indicating otherwise. 4. The use of these or similar terms or adjectives does not assign a duty or give OPT authority to supervise or direct the performance of the Work, or assign a duty or give authority to the OPT to undertake responsibilities contrary to the provisions of Articles 9 or 10 or other provisions of the Contract Documents. E. The use of the words "furnish," "install," "perform," and "provide" have the following meanings when used in connection with services, materials, or equipment: 1. Furnish means to supply and deliver the specified services, materials, or equipment to the Site or other specified location ready for use or installation. 2. Install means to complete construction or assembly of the specified services, materials, or equipment so they are ready for their intended use. 3. Perform or provide means to furnish and install specified services, materials, or equipment, complete and ready for their intended use. 4. Perform or provide the specified services, materials, or equipment complete and ready for intended use if the Contract Documents require specific services, materials, or General Conditions 007200-15 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC equipment, but do not expressly use the words "furnish," "install," "perform," or "provide." F. Contract Documents are written in modified brief style: 1. Requirements apply to all Work of the same kind, class, and type even though the word "all" is not stated. 2. Simple imperative sentence structure is used which places a verb as the first word in the sentence. It is understood that the words "furnish," "install," "perform," "provide," or similar words include the meaning of the phrase "The Contractor shall..." before these words. 3. Unless specifically stated that action is to be taken by the OPT or others, it is understood that the action described is a requirement of the Contractor. G. Words or phrases that have a well-known technical or construction industry or trade meaning are used in the Contract Documents in accordance with this recognized meaning unless stated otherwise in the Contract Documents. H. Written documents are required where reference is made to notices, reports, approvals, consents, documents, statements, instructions, opinions or other types of communications required by the Contract Documents. Approval and consent documents must be received by Contractor prior to the action or decision for which approval or consent is given. These may be made in printed or electronic format through the OPT's project management information system or other electronic media as required by the Contract Documents or approved by the OAR. I. Giving notice as required by the Contract Documents may be by printed or electronic media using a method that requires acknowledgment of the receipt of that notice. ARTICLE 2—PRELIMINARY MATTERS 2.01 Delivery of Bonds and Evidence of Insurance A. Provide required Bonds with the executed Agreement. B. Provide evidence of insurance required by the Contract Documents with the executed Agreement. 2.02 Copies of Documents A. OPT is to furnish one fully executed Agreement (either electronic or printed) and one copy of the executed Contract Documents in electronic portable document format (PDF). This document is the Project Record Copy of the Contract Documents. 2.03 Project Management System A. Owner shall administer its design and construction management through an internet-based project management system known as e-Builder. B. Contractor shall conduct all communication through and perform all project-related functions utilizing this project management system. This includes all correspondence, General Conditions 007200-16 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC submittals, requests for information, payment requests and processing, contract amendments, change orders, delivery orders and other administrative activities. C. Owner shall administer the software and provide training to Contractor's Team. 2.04 Before Starting Construction A. Provide the following preliminary documents in accordance with the Contract Documents within 10 days after the Effective Date of the Contract: 1. Progress Schedule,which must be a Critical Path Method (CPM) Schedule; 2. Schedule of Documents; and 3. Schedule of Values and projected cash flow information. 2.05 Preconstruction Conference; Designation of Authorized Representatives A. Attend the preconstruction conference as required by the Contract Documents. B. Designate the specific individuals authorized to act as representatives of the Contractor. These individuals must have the authority to transmit and receive information, render decisions relative to the Contract, and otherwise act on behalf of the Contractor. C. Owner is to designate the specific individuals authorized to act as representatives of the Owner and the limits of their authority with regard to acting on behalf of the Owner. ARTICLE 3—CONTRACT DOCUMENTS: INTENT, REQUIREMENTS, REUSE 3.01 Intent A. Requirements of components of the Contract Documents are as binding as if required by all Contract Documents. It is the intent of the Contract Documents to describe a functionally complete Project. The Contract Documents do not indicate or describe all of the Work required to complete the Project. Additional details required for the correct installation of selected products are to be provided by the Contractor and coordinated with the OPT. 1. The Contract requirements described in the General Conditions and Supplementary Conditions apply to Work regardless of where it is described in the Contract Documents, unless specifically noted otherwise. 2. In offering a Bid for this Project and in entering into this Contract,Contractor represents: a. Contractor has studied the Contract Documents, the Work, the Site, local conditions, Laws and Regulations, and other conditions that may affect the Work; b. Contractor has studied the Technical Data and other information referred to in the Contract Documents and has or will make additional surveys and investigations as deemed necessary for the performance of the Work; c. Contractor has correlated these studies and observations with the requirements of the Contract Documents; and d. Contractor has taken all of this information into consideration in developing the Contract Price offered and that the Contract Price offered provides full compensation for providing the Work in accordance with the Contract Documents. General Conditions 007200-17 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 3. Organization of the Contract Documents is not intended to control or lessen the responsibility of the Contractor when dividing Work among Subcontractors or Suppliers, or to establish the extent of Work to be performed by trades, Subcontractors, or Suppliers. Specifications or details do not need to be indicated or specified in each Specification or Drawing. Items shown in the Contract Documents are applicable regardless of their location in the Contract Documents. 4. Standard paragraph titles and other identifications of subject matter in the Specifications are intended to aid in locating and recognizing various requirements of the Specifications. Titles do not define, limit, or otherwise restrict Specification text. S. Provide the labor, documentation, services, materials, or equipment that may be inferred from the Contract Documents or from prevailing custom or trade usage as being required to produce the indicated result, whether specifically called for in the Contract Documents or not. Include these related costs in the offered Contract Price. B. Provide equipment that is functionally complete as described in the Contract Documents. The Drawings and Specifications do not indicate or describe all of the Work required to complete the installation of products purchased by the Owner or Contractor. Additional details required for the correct installation of selected products are to be provided by the Contractor and coordinated with the Designer through the OAR. C. Comply with the most stringent requirements where compliance with two or more standards is specified and they establish different or conflicting requirements for the Work, unless the Contract Documents indicate otherwise. D. Provide materials and equipment comparable in quality to similar materials and equipment incorporated in the Project or as required to meet the minimum requirements of the application if the materials and equipment are shown in the Drawings but are not included in the Specifications. E. The Project Record Copy of the Contract Documents governs if there is a discrepancy between the Project Record Copy of the Contract Documents and subsequent electronic or digital versions of the Contract Documents, including printed copies derived from these electronic or digital versions. F. The Contract supersedes all prior written or oral negotiations, representations, and agreements. The Contract Documents comprise the entire Agreement between Owner and Contractor. The Contract Documents may be modified only by a Modification. G. Request clarification from OAR for a decision before proceeding if Contractor is not clear on the meaning of the Contract Documents. OAR is to issue clarifications and interpretations of the Contract Documents in accordance with the Contract Documents. 3.02 Reference Standards A. Standard Specifications, Codes, Laws and Regulations: 1. Reference in the Contract Documents to standard specifications, manuals, reference standards, or codes of technical societies, organizations, or associations, or to Laws or Regulations,whether specific or implied, are those in effect at the time Contractor's Bid is submitted or when Contractor negotiates the Contract Price unless specifically stated otherwise in the Contract Documents. General Conditions 007200-18 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 2. No provision of referenced standard specifications, manuals, reference standards, codes, or instructions of a Supplier changes the duties or responsibilities of OPT or Contractor from those described in the Contract Documents or assigns a duty to or gives authority to the OPT to supervise or direct the performance of the Work or undertake responsibilities inconsistent with the Contract Documents. 3. The provisions of the Contract Documents take precedence over standard specifications, manuals, reference standards, codes, or instructions of a Supplier unless specifically stated otherwise in the Contract Documents. B. Comply with applicable construction industry standards, whether referenced or not. 1. Standards referenced in the Contract Documents govern over standards not referenced but recognized as applicable in the construction industry. 2. Comply with the requirements of the Contract Documents if they produce a higher quality of Work than the applicable construction industry standards. 3. Designer determines whether a code or standard is applicable, which of several are applicable, or if the Contract Documents produce a higher quality of Work. C. Make copies of reference standards available if requested by OAR. 3.03 Reporting and Resolving Discrepancies A. Reporting Discrepancies: 1. Carefully study the Drawings and verify pertinent figures and dimensions with respect to actual field measurements before undertaking the Work. Immediately report conflicts, errors, ambiguities, or discrepancies that Contractor discovers or has actual knowledge of to the OAR. Do not proceed with affected Work until the conflict, error, ambiguity, or discrepancy is resolved by a clarification or interpretation from the OAR or by a Modification to the Contract Documents issued pursuant to Paragraph 11.01. 2. The exactness of existing grades, elevations, dimensions or locations given on any Drawings issued by Designer, or the work installed by other contractors, is not guaranteed by Owner. Contractor shall,therefore, satisfy itself as to the accuracy of all grades, elevations, dimensions and locations. Any errors due to Contractor's failure to verify at the site all such grades, elevations, dimensions or locations relating to such existing or other work shall be rectified by Contractor without any additional cost to Owner. 3. Immediately notify the OAR of conflicts, errors, ambiguities, or discrepancies in the Contract Documents or discrepancies between the Contract Documents and: a. Applicable Laws or Regulations; b. Actual field conditions; c. Standard specifications, manuals, reference standards, or codes; or d. Instructions of Suppliers. 4. Do not proceed with affected Work until the conflict, error, ambiguity, or discrepancy is resolved by a clarification or interpretation from the OAR or by a Modification to the General Conditions 007200-19 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Contract Documents issued pursuant to Paragraph 11.01, except in an emergency as required by Paragraph 7.12. 5. Contractor is liable to the OPT for failure to report conflicts, errors, ambiguities, or discrepancies in the Contract Documents of which Contractor has actual knowledge. 6. Contractor is deemed to have included the most expensive item, system, procedure, etc. in the Contract Price if a conflict, error,ambiguity, or discrepancy in components of the Contract Documents was known, but not reported prior to submitting the Bid or when Contractor negotiates the Contract Price. 3.04 Interpretation of the Contract Documents A. Submit questions concerning the non-technical or contractual/administrative requirements of the Contract Documents to the OAR immediately after those questions arise. OAR is to provide an interpretation of the Contract Documents regarding these questions and will coordinate the response of the OPT to Contractor. B. Submit questions regarding the design of the Project described in the Contract Documents to the OAR immediately after those questions arise. OAR is to request an interpretation of the Contract Documents from the Designer. Designer is to respond to these questions by providing an interpretation of the Contract Documents. OAR will coordinate the response of the OPT to Contractor. C. OPT may initiate a Modification to the Contract Documents through the OAR if a response to the question indicates that a change in the Contract Documents is required. Contractor may appeal Designer's or OAR's interpretation by submitting a Change Proposal. 3.05 Reuse of Documents A. Contractor's Team has no rights to the Contract Documents and may not use the Contract Documents, or copies or electronic media editions of the Contract Documents, other than for the construction of this Project. This provision survives final payment or termination of the Contract. B. Contractor is allowed to retain a copy of the Contract Documents for record purposes, unless specifically prohibited by the Owner for security reasons. Surrender paper and digital copies of the Contract Documents and other related documents and remove these documents from computer equipment or storage devices as a condition of final payment if the Owner so directs. ARTICLE 4—COMMENCEMENT AND PROGRESS OF THE WORK 4.01 Commencement of Contract Times; Notice to Proceed A. The Contract Times commence to run on the date indicated in the Notice to Proceed. 4.02 Starting the Work A. Begin performing the Work on the date indicated in the Notice to Proceed. Do not begin Work prior to having the insurance required in Article 6 in force or before the date indicated in the Notice to Proceed. General Conditions 007200-20 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 4.03 Progress Schedule A. Construct the Work in accordance with the Progress Schedule established in accordance with the Contract Documents. 1. Adjust the Progress Schedule as required to accurately reflect actual progress on the Work. 2. Submit proposed adjustments in the Progress Schedule that change the Contract Times in accordance with the requirements of Article 11. B. Continue performing Work and adhere to the Progress Schedule during disputes or disagreements with Owner. Do not delay or postpone Work pending resolution of disputes or disagreements, or during an appeal process. 4.04 Delays in Contractor's Progress A. No Damages for Delay: Contractor shall receive no compensation for delays or hindrances to the Work,except in the case of direct interference with means and methods by the Owner. In no event shall the Contractor be entitled to any compensation or recovery of any special damages in connection with any delays, including without limitation: consequential damages, lost opportunity costs, impact damages, or other similar damages. Owner's exercise of any of its rights or remedies under the Contract Documents (including without limitation ordering changes in the Work, or directing suspension, rescheduling, or correction of the Work), regardless of the extent or frequency of Owner's exercise of such rights or remedies, shall not be construed as active interference in the Contractor's performance of the Work. An extension of Contract Time, to the extent permitted, shall be the sole remedy of the Contractor for any acknowledged delays.Contractor agrees that the extension of time provides an equitable adjustment. B. Contractor is not entitled to an adjustment in Contract Price or Contract Times for delays, disruptions, or interference caused by or within the control of Contractor's Team. C. No time extensions are allowed for weather conditions, other than those listed in Paragraph 4.04.D, for Projects using calendar days or a fixed date to establish the Contract Time. Contractor is to include the cost associated with weather related delays in the Contract Price and assumes the risks associated with delays related to weather conditions. D. Contractor is entitled to an equitable adjustment in the Contract Times if Contractor's performance or progress is delayed,disrupted or interfered with by unanticipated causes not the fault of and beyond the control of OPT or Contractor. These adjustments in Contract Times are the Contractor's sole and exclusive remedy for the delays, disruption, and interference described in this paragraph. These unanticipated causes may include: 1. Severe and unavoidable natural catastrophes e.g. fires, floods, hurricanes, epidemics, and earthquakes; 2. Acts or failures to act of utility owners performing other work at or adjacent to the Site; 3. Acts of war or terrorism; and 4. Rain days in excess of the number specified in a calendar year. General Conditions 007200-21 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC E. Delays, disruption, and interference to the performance or progress of the Work resulting from the following are governed by Article 5: 1. The existence of a differing subsurface or physical condition; 2. An Underground Facility not shown or not indicated with reasonable accuracy by the Contract Documents; and 3. Hazardous Environmental Conditions. F. Article 8 governs delays, disruption, and interference to the performance or progress of the Work resulting from the performance of certain other work at or adjacent to the Site. G. Notify the OAR immediately of a potential delaying, disrupting, or interfering event. Submit a Change Proposal seeking an adjustment in Contract Price or Contract Times within 30 days of the commencement of the delaying, disrupting, or interfering event. Claims for adjustment to the Contract Price or Contract Times that do not comply with Article 13 are waived. H. Contractor is only entitled to an adjustment of the Contract Times for specific delays, disruptions, and interference to the performance or progress of the Work that can be demonstrated to directly impact the ability of the Contractor to complete the Work within the Contract Times. No adjustments in Contract Times are allowed for delays on components of the Work which were or could have been completed without impacting the Contract Times. I. Contractor is not entitled to an adjustment in Contract Price or Contract Times for delay, disruption, or interference caused by or within the control of the Owner if this delay is concurrent with a delay, disruption, or interference attributable to or within the control of the Contractor's Team. ARTICLE 5—AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; HAZARDOUS ENVIRONMENTAL CONDITIONS 5.01 Availability of Lands A. Owner is to furnish the Site and inform the Contractor of encumbrances or restrictions known to Owner related to use of the Site with which Contractor must comply in performing the Work. B. Provide for additional lands and access Contractor requires for temporary construction facilities or storage of materials and equipment, other than those identified in the Contract Documents. Provide documentation of authority to use these additional lands to OAR before using them. 5.02 Use of Site and Other Areas A. Limitation on Use of Site and Other Areas: 1. Confine construction equipment, temporary construction facilities, the storage of materials and equipment,and the operations of workers to the Site,adjacent areas that Owner or Contractor has arranged to use through construction easements or agreements, and other adjacent areas as permitted by Laws and Regulations. Assume General Conditions 007200-22 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC full responsibility for damage or injuries which result from the performance of the Work or from other actions or conduct of the Contractor's Team, including: a. Damage to the Site; b. Damage to adjacent areas used for Contractor's Team's operations; C. Damage to other adjacent land or areas; and d. Injuries and losses sustained by the owners or occupants of these lands or areas. 2. Take the following action if a damage or injury claim is made by the owner or occupant of adjacent land or area because of the performance of the Work, or because of other actions or conduct of the Contractor's Team: a. Take immediate corrective or remedial action as required by Paragraph 7.09; and b. Attempt to settle the claim through negotiations with the owner or occupant, or otherwise resolve the claim by mediation or other dispute resolution proceeding or at law. 5.03 Subsurface and Physical Conditions A. The Supplementary Conditions identify: 1. Those reports known to OPT of explorations and tests of subsurface conditions at or adjacent to the Site; 2. Those drawings known to OPT of physical conditions related to existing surface or subsurface structures at the Site, except Underground Facilities; and 3. Technical Data contained in these reports and drawings. B. Data contained in boring logs, recorded measurements of subsurface water levels, and the results of tests performed on materials described in geotechnical data reports specifically prepared for the Project and made available to Contractor are defined as Technical Data, unless Technical Data has been defined more specifically in the Supplementary Conditions. C. Contractor may rely upon the accuracy of the Technical Data contained in these reports and drawings, but these reports and drawings are not Contract Documents. Except for this reliance on Technical Data,Contractor may not rely upon or make claims against Owner with respect to: 1. The completeness of reports and drawings for Contractor's purposes, including aspects of the means, methods, techniques, sequences, and procedures of construction to be employed by Contractor, or Contractor's safety precautions and programs; 2. Other data, interpretations, opinions, and information contained in these reports or shown or indicated in the drawings; or 3. Contractor's interpretation of or conclusions drawn from Technical Data or other data, interpretations, opinions, or information. General Conditions 007200-23 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 5.04 Differing Subsurface or Physical Conditions A. Notify OAR immediately, but in no event later than 3 days, after becoming aware of a subsurface or physical condition that is uncovered or revealed at the Site, and before further disturbing the subsurface or physical conditions or performing any related Work that: 1. Establishes that the Technical Data on which Contractor is entitled to rely as provided in Paragraph 5.03 is materially inaccurate; 2. Requires a change in the Drawings or Specifications; 3. Differs materially from that shown or indicated in the Contract Documents; or 4. Is of an unusual nature and differs materially from conditions ordinarily encountered and generally recognized as inherent in work of the character provided for in the Contract Documents. Do not further disturb or perform Work related to this subsurface or physical condition, except in an emergency as required by Paragraph 7.12, until permission to do so is issued by OAR. B. OAR is to notify the OPT after receiving notice of a differing subsurface or physical condition from the Contractor. Designer is to: 1. Promptly review the subsurface or physical condition; 2. Determine the necessity of OPT's obtaining additional exploration or tests with respect to the subsurface or physical condition; 3. Determine if the subsurface or physical condition falls within one or more of the differing Site condition categories in Paragraph 5.04.A; 4. Prepare recommendations to OPT regarding the Contractor's resumption of Work in connection with the subsurface or physical condition in question; 5. Determine the need for changes in the Drawings or Specifications; and 6. Advise OPT of Designer's findings, conclusions, and recommendations. C. OAR is to issue a statement to Contractor regarding the subsurface or physical condition in question and recommend action as appropriate after review of Designer's findings, conclusions, and recommendations. D. Possible Contract Price and Contract Times Adjustments: 1. Contractor is entitled to an equitable adjustment in Contract Price or Contract Times to the extent that a differing subsurface or physical condition causes a change in Contractor's cost or time to perform the Work provided the condition falls within one or more of the categories described in Paragraph 5.04.A. Any adjustment in Contract Price for Work that is paid for on a unit price basis is subject to the provisions of Paragraph 15.03. General Conditions 007200-24 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 2. Contractor is not entitled to an adjustment in the Contract Price or Contract Times with respect to a subsurface or physical condition if: a. Contractor knew of the existence of the subsurface or physical condition at the time Contractor made an offer to Owner with respect to Contract Price and Contract Times; b. The existence of the subsurface or physical condition could have been discovered or revealed as a result of examinations, investigations, explorations, tests, or studies of the Site and contiguous areas expressly required by the Bidding Requirements or Contract Documents prior to when Contractor's Bid is submitted or when Contractor negotiates the Contract Price; or c. Contractor failed to give notice as required by Paragraph 5.04.A. 3. Contractor may submit a Change Proposal no later than 30 days after OAR's issuance of the OPT's statement to Contractor regarding the subsurface or physical condition in question. 4. A Change Order is to be issued by the OAR if Owner and Contractor agree that Contractor is entitled to an adjustment in the Contract Price or Contract Times and agree to the amount or extent of adjustments in the Contract Price or Contract Times. 5.05 Underground Facilities A. The information and data shown or indicated in the Contract Documents with respect to existing Underground Facilities at or adjacent to the Site is based on information and data furnished to OPT by the owners of these Underground Facilities or by others. OPT is not responsible for the accuracy or completeness of information or data provided by others that OPT makes available to Contractor. The Contractor is responsible for: 1. Investigating and field-verifying the location of underground facilities before beginning Work; 2. Reviewing and checking available information and data regarding existing Underground Facilities at the Site; 3. Complying with Laws and Regulations related to locating Underground Facilities before beginning Work; 4. Locating Underground Facilities shown or indicated in the Contract Documents; 5. Coordinating the Work with the owners, including Owner, of Underground Facilities during construction; and 6. The safety and protection of existing Underground Facilities at or adjacent to the Site and repairing damage resulting from the Work. B. Notify the OAR and the owner of the Underground Facility immediately, but in no event later than 3 days, if an Underground Facility is uncovered or revealed at the Site that was not shown in the Contract Documents or was not shown with reasonable accuracy in the Contract Documents. Do not further disturb conditions or perform Work affected by this discovery, except in the event of an emergency as required by Paragraph 7.12. General Conditions 007200-25 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC C. The Designer is to take the following action after receiving notice from the OAR: 1. Promptly review the Underground Facility and conclude whether the Underground Facility was not shown or indicated in the Contract Documents, or was not shown or indicated with reasonable accuracy; 2. Prepare recommendations to OPT regarding the Contractor's resumption of Work in connection with this Underground Facility; 3. Determine the extent to which a change is required in the Drawings or Specifications to document the consequences of the existence or location of the Underground Facility; and 4. Advise OAR of Designer's findings, conclusions, and recommendations and provide revised Drawings and Specifications if required. D. OAR is to issue a statement to Contractor regarding the Underground Facility in question and recommend action as appropriate after review of Designer's findings, conclusions, and recommendations. E. Contractor is entitled to an equitable adjustment in the Contract Price or Contract Times as provided in Paragraphs 11.04 and 11.05 to the extent that the existing Underground Facility at the Site that was not shown or indicated in the Contract Documents or was not shown or indicated with reasonable accuracy. Any adjustment in Contract Price for Work that is paid for on a unit price basis is subject to the provisions of Paragraph 15.03. F. Contractor is not entitled an adjustment in the Contract Price or Contract Times with respect to an existing Underground Facility at the Site if: 1. Contractor knew of the existence of the existing Underground Facility at the Site at the time Contractor made an offer to Owner with respect to Contract Price and Contract Times; 2. The existence of the existing Underground Facility at the Site could have been discovered or revealed as a result of examinations, investigations, explorations, tests, or studies of the Site and contiguous areas expressly required by the Bidding Requirements or Contract Documents prior to when Contractor's Bid is submitted or when Contractor negotiates the Contract Price; or 3. Contractor failed to give notice as required by Paragraph 5.05.B. G. Contractor may submit a Change Proposal regarding its entitlement to or the amount or extent of adjustments in the Contract Price or Contract Times no later than 30 days after OAR's issuance of OPT's statement to Contractor regarding the Underground Facility. 5.06 Hazardous Environmental Conditions at Site A. The Supplementary Conditions identify: 1. Those reports and drawings known to OPT relating to Hazardous Environmental Conditions that have been identified at or adjacent to the Site; and 2. Technical Data contained in these reports and drawings. B. Contractor may rely upon the accuracy of the Technical Data contained in reports and drawings relating to Hazardous Environmental Conditions identified in the Supplementary General Conditions 007200-26 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Conditions, but these reports and drawings are not Contract Documents. Except for the reliance on expressly identified Technical Data,Contractor may not rely upon or make claims against Owner's Indemnitees with respect to: 1. The completeness of these reports and drawings for Contractor's purposes, including aspects of the means, methods,techniques, sequences and procedures of construction to be employed by Contractor or Contractor's safety precautions and programs related to Hazardous Environmental Conditions; 2. Other data, interpretations, opinions, and information contained in these reports or shown or indicated in the drawings; or 3. Any Contractor interpretation of or conclusion drawn from Technical Data or other data, interpretations, opinions or information. C. The results of tests performed on materials described in environmental reports specifically prepared for the Project and made available to Contractor are defined as Technical Data unless Technical Data has been defined more specifically in the Supplementary Conditions. D. Contractor is not responsible for removing or remediating Hazardous Environmental Conditions encountered, uncovered or revealed at the Site unless this removal or remediation is expressly identified in the Contract Documents to be within the scope of the Work. E. Contractor is responsible for controlling, containing, and duly removing and remediating Constituents of Concern brought to the Site by Contractor's Team and paying associated costs. 1. Owner may remove and remediate the Hazardous Environmental Condition and impose a set-off against payments to Contractor for associated costs if Contractor's Team creates a Hazardous Environmental Condition,and Contractor does not take acceptable action to remove and remediate the Hazardous Environmental Condition. 2. Contractor's obligation to indemnify Owner for claims arising out of or related to Hazardous Environmental Conditions are as set forth in Paragraph 7.14. F. Immediately notify the OAR and take the following action if Contractor uncovers or reveals a Hazardous Environmental Condition at the Site or adjacent areas used by the Contractor's Team that was not created by the Contractor's Team: 1. Secure or otherwise isolate this condition; 2. Stop Work in affected areas or connected with the condition, except in an emergency as required by Paragraph 7.12; and 3. Do not resume Work in connection with the Hazardous Environmental Condition or in affected areas until after OPT has obtained required permits and OAR sends notice to the Contractor: a. Specifying that this condition and affected areas are or have been rendered safe for the resumption of Work; or b. Specifying special conditions under which Work may be resumed safely. General Conditions 007200-27 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 4. Owner may order the portion of the Work that is in the area affected by the Hazardous Environmental Condition to be deleted from the Work following the procedures in Article 11 if Contractor does not agree to: a. Resume the Work based on a reasonable belief it is unsafe; or b. Resume the Work under the special conditions provided by the OAR. 5. Owner may have this deleted portion of the Work performed by Owner's own forces or others in accordance with Article 8. G. Contractor may submit a Change Proposal or Owner may impose a set-off if an agreement is not reached within 10 days of OAR's notice regarding the resumption of Work as to whether Contractor is entitled to an adjustment in Contract Price or Contract Times or on the amount or extent of adjustments resulting from this Work stoppage or special conditions under which Contractor agrees to resume Work. H. The provisions of Paragraphs 5.03, 5.04, and 5.05 do not apply to the presence of Constituents of Concern or a Hazardous Environmental Condition uncovered or revealed at the Site. ARTICLE 6—BONDS AND INSURANCE 6.01 Performance, Payment, and Other Bonds A. Furnish Performance and Payment Bonds, each in an amount equal to the Contract Price, as security for the faithful performance and payment of Contractor's obligations under the Contract Documents. These Bonds are to remain in effect until 1 year after the date of final payment. Furnish other Bonds as required by the Contract Documents. B. Bonds furnished by the Contractor must meet the requirements of Texas Insurance Code Chapter 3503, Texas Government Code Chapter 2253, and all other applicable Laws and Regulations. C. Notify OAR immediately if the surety on Bonds furnished by Contractor: 1. Is declared bankrupt, or becomes insolvent; 2. Has its right to do business in Texas terminated; or 3. Ceases to meet the requirements of Paragraph 6.02. Provide a Bond and surety which comply with the requirements of Paragraph 6.02 within 20 days after the event giving rise to this notification. D. Contractor is to use amounts paid by Owner to Contractor under the Contract for the performance of the Contract and to satisfy claims against the Payment Bond. E. Notify the OAR of claims filed against the Payment Bond. Notify the claimant and OAR of undisputed amounts and the basis for challenging disputed amounts when a claimant has satisfied the conditions prescribed by Texas Government Code Chapter 2253. Promptly pay undisputed amount. F. Owner is not liable for payment of costs or expenses of claimants under the Payment Bond. Owner has no obligations to pay, give notice or take other action to claimants under the Payment Bond. General Conditions 007200-28 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC G. Owner may exclude the Contractor from the Site and exercise Owner's termination rights under Article 18 if Contractor fails to obtain or maintain required Bonds. H. OPT will provide a copy of the Payment Bond to Subcontractors, Suppliers, or other persons or entities claiming to have furnished labor or materials used in the performance of the Work that request this information in accordance with Texas Government Code Chapter 2253. 6.02 Licensed Sureties A. Provide Bonds in the form prescribed by the Contract Documents from sureties named in the list of"Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Financial Management Service, Surety Bond Branch, U.S. Department of the Treasury. B. Provide Bonds required by the Contract Documents from surety companies that are duly licensed or authorized to provide bonds in the State of Texas. 6.03 Required Minimum Insurance Coverage A. Obtain and maintain insurance as required in this Article and in the Supplementary Conditions. B. Deliver evidence of insurance in accordance with the Supplementary Conditions to the Owner to demonstrate that Contractor has obtained and is maintaining the policies, coverages, and endorsements required by the Contract. Provide copies of these certificates to each named insured and additional insured as identified in the Supplementary Conditions or otherwise. 6.04 General Insurance Provisions A. Provide insurance coverages and limits meeting the requirements for insurance in accordance with this Article 6 and the Supplementary Conditions. B. Provide endorsements to the policies as outlined in this Article. C. Obtain insurance from companies that are duly licensed or authorized in the State of Texas to issue insurance policies for the required limits and coverages. Provide insurance from companies that have an A.M. Best rating of A-VIII or better. D. Furnish copies of endorsements and documentation of applicable self-insured retentions and deductibles upon request by OPT or any named insured or additional insured. Contractor may block out (redact) any confidential premium or pricing information contained in any endorsement furnished under this Contract. E. The name and number of the Project must be referenced on the certificate of insurance. F. OPT's failure to demand such certificates or other evidence of the Contractor's full compliance with the insurance requirements or failure to identify a deficiency in compliance from the evidence provided is not a waiver of the Contractor's obligation to obtain and maintain the insurance required by the Contract Documents. G. Notify the Owner if the Contractor fails to purchase or maintain the insurance required by the Contract Documents. Contractor shall not be allowed to perform any Work on the General Conditions 007200-29 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Project until the required insurance policies are in effect. A Certificate of Liability Insurance shall be submitted to the OPT. H. Owner may exclude the Contractor from the Site and exercise Owner's termination rights under Article 18 if Contractor fails to obtain or maintain the required insurance. I. Owner does not represent that the insurance coverage and limits established in this Contract are adequate to protect Contractor or Contractor's interests. J. The required insurance and insurance limits do not limit the Contractor's liability under the indemnities granted to Owner in the Contract Documents. K. Provide for an endorsement that the "other insurance" clause shall not apply to the OPT where the OPT is an additional insured shown on the policy. Contractor's insurance is primary and non-contributory with respect to any insurance or self-insurance carried by the OPT for liability arising out of operations under this Contract. L. Include the Owner and list the other members of the OPT and any other individuals or entities identified in the Supplementary Conditions as additional insureds on all policies with the exception of the workers' compensation policy and Contractor's professional liability policy. 6.05 Contractor's Insurance A. Purchase and maintain workers' compensation and employer's liability insurance for: 1. Claims under workers' compensation, disability benefits, and other similar employee benefit acts. Obtain workers' compensation coverage through a licensed insurance company in accordance with Texas law and written on a policy and endorsements approved by the Texas Department of Insurance. Provide insurance in amounts to meet all workers' compensation obligations. Provide an "All Other States" endorsement if Contractor is not domiciled in Texas and policy is not written in accordance with Texas Department of Insurance rules. 2. Claims for damages because of bodily injury, occupational sickness or disease, or death of Contractor's employees. 3. United States Longshoreman and Harbor Workers' Compensation Act and Jones Act coverage (if applicable). 4. Foreign voluntary worker compensation (if applicable). B. Purchase and maintain commercial general liability insurance covering all operations by or on behalf of Contractor. The expected coverage is that which would be included in a commercially available ISO Commercial General Liability policy and should provide coverage on an occurrence basis, against: 1. Claims for damages because of bodily injury,sickness or disease,or death of any person other than Contractor's employees; 2. Claims for damages insured by reasonably available personal injury liability coverage which are sustained; 3. By any person as a result of an offense directly or indirectly related to the employment of such person by Contractor; and General Conditions 007200-30 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 4. Claims for damages,other than to the Work itself, because of injury to or destruction of tangible property wherever located, including any resulting loss of use. C. Provide Contractor's commercial general liability policy that is written on a 1996 (or later) ISO commercial general liability form (occurrence form) and include the following coverages and endorsements: 1. Products and completed operations coverage as required in this Article and the Supplementary Conditions. Insurance is to remain in effect for 3 years after final payment. Furnish evidence of the continuation of this insurance at final payment and again each year for 3 years after final payment to Owner and each named insured or additional insured. a. If required by the Supplementary Conditions, provide and maintain Installation Floater insurance for property under the care, custody, or control of Contractor. Provide Installation Floater insurance that is a broad form or "All Peril" policy providing coverage for all materials, supplies, machinery, fixtures, and equipment which will be incorporated into the Work. 1) Provide coverage under the Contractor's Installation Floater that includes: a) Faulty or Defective workmanship, materials, maintenance, or construction; b) Cost to remove Defective or damaged Work from the Site or to protect it from loss or damage; c) Cost to cleanup and remove pollutants; d) Coverage for testing and startup; e) Any loss to property while in transit; f) Any loss at the Site; g) Any loss while in storage, both on and off the Site; and h) Any loss to temporary Project Works if their value is included in the Contract Price. 2) Coverage cannot be contingent on an external cause or risk or limited to property for which the Contractor is legally liable. Provide limits of insurance adequate to cover the value of the installation. Pay any deductible carried under this coverage and assume responsibility for claims on materials, supplies, machinery, fixtures, and equipment which will be incorporated into the Work while in transit or in storage. 2. Blanket contractual liability coverage for Contractor's contractual indemnity obligations in Paragraph 7.14, and all other contractual indemnity obligations of Contractor in the Contract Documents. Industry standard ISO Contractual Liability coverage will meet this obligation. 3. Broad form property damage coverage. 4. Severability of interest. 5. Underground explosion and collapse coverage. General Conditions 007200-31 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 6. Personal injury coverage. 7. Endorsement CG 2032, "Additional Insured - Engineers, Architects or Surveyors Not Engaged by the Named Insured" or its equivalent. D. Purchase and maintain automobile liability insurance against claims for damages because of bodily injury or death of any person or property damage arising out of the ownership, maintenance or use of any motor vehicle. E. For Projects with a Contract Value that exceeds$5,000,000, purchase and maintain umbrella or excess liability insurance written over the underlying employer's liability, commercial general liability, and automobile liability insurance described in the paragraphs above. Provide coverage that is at least as broad as all underlying policies. Provide a policy that provides first-dollar liability coverage as needed. F. Provide Contractor's commercial general liability and automobile liability policies that: 1. Are written on an occurrence basis; 2. Include the individuals or entities identified in the Supplementary Conditions as additional insureds; 3. Include coverage for Owner as defined in Article 1; and 4. Provide primary coverage for all claims covered by the policies, including those arising from both ongoing and completed operations. G. Purchase and maintain insurance coverage for third-party injury and property damage claims, including clean-up costs that result from Hazardous Environmental Conditions which result from Contractor's operations and completed operations. Provide Contractor's pollution liability insurance that includes long-term environmental impacts for the disposal of pollutants/contaminants and is not limited to sudden and accidental discharge. The completed operations coverage is to remain in effect for 3 years after final payment. The policy must name OPT and any other individuals and entities identified in the Supplementary Conditions as additional insureds. H. Purchase and maintain applicable professional liability insurance, or have Subcontractors and Suppliers do so, if Contractor or any Subcontractor or Supplier will provide or furnish professional services under this Contract. I. The policies of insurance required by this Article must: 1. Include at least the specific coverages and be written for not less than the limits of liability provided in this Article or the Supplementary Conditions or required by Laws or Regulations,whichever is greater. 2. Contain a provision that coverage afforded will not be canceled or materially changed until at least 30 days prior written notice has been given to Contractor, Owner, and all named insureds and additional insureds. 3. Remain in effect at all times when Contractor is performing Work or is at the Site to conduct tasks arising from the Contract Documents. 4. Be appropriate for the Work being performed and provide protection from claims resulting from the Contractor's performance of the Work and Contractor's other obligations under the Contract Documents, whether performed by Contractor, General Conditions 007200-32 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Subcontractor, Supplier, anyone directly or indirectly employed or retained by any of them, or by anyone for whose acts they may be liable. J. The coverage requirements for specific policies of insurance must be met directly by those policies and may not rely on excess or umbrella insurance provided in other policies to meet the coverage requirement. 6.06 Property Insurance A. Purchase and maintain builder's risk insurance in the amount of the full replacement cost of the Project. This policy is subject to the deductible amounts requirements in this Article and the Supplementary Conditions or those required by Laws and Regulations and must comply with the requirements of Paragraph 6.09. This insurance shall: 1. Include the OPT,Contractor,and all Subcontractors,and any other individuals or entities identified in the Supplementary Conditions, as named insureds. 2. Be written on a builder's risk "all risk" policy form that includes insurance for physical loss or damage to the Work, temporary buildings, falsework, and materials and equipment in transit, and insures against at least the following perils or causes of loss: fire; lightning; windstorm; riot; civil commotion; terrorism; vehicle impact; aircraft; smoke; theft; vandalism and malicious mischief; mechanical breakdown, boiler explosion, and artificially generated electric current; earthquake; volcanic activity, and other earth movement; flood; collapse; explosion; debris removal; demolition occasioned by enforcement of Laws and Regulations; water damage (other than that caused by flood); and such other perils or causes of loss as may be specifically required by this Section. If insurance against mechanical breakdown, boiler explosion, and artificially generated electric current; earthquake; volcanic activity, and other earth movement; or flood, are not commercially available under builder's risk, by endorsement or otherwise, this insurance may be provided through other insurance policies acceptable to Owner and Contractor. 3. Cover expenses incurred in the repair or replacement of any insured property. 4. Cover materials and equipment in transit or stored prior to being incorporated in the Work. 5. Cover Owner-furnished or assigned property. 6. Allow for partial utilization of the Work by Owner. 7. Allow for the waiver of the insurer's subrogation rights as set forth below. 8. Provide primary coverage for all losses and damages caused by the perils or causes of loss covered. 9. Not include a co-insurance clause. 10. Include a broad exception for ensuing losses from physical damage or loss with respect to any Defective workmanship, design, or materials exclusions. 11. Include testing and startup. 12. Be maintained in effect until the Work as a whole is complete, unless otherwise agreed to in writing by Owner and Contractor. General Conditions 007200-33 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC B. Evidence of insurance provided must contain a provision or endorsement that the coverage afforded will not be canceled or materially changed or renewal refused until at least 30 days' prior written notice has been given to Owner and Contractor and to each named insured. C. Pay for costs not covered by the policy deductible. D. Notify builder's risk insurance provider if Owner will occupy or use a portion or portions of the Work prior to Substantial Completion of all the Work. Maintain the builder's risk insurance in effect during this Partial Occupancy or Use. E. Contractor may purchase other special insurance to be included in or to supplement the builder's risk or property insurance policies provided under this Article and the Supplementary Conditions. F. Contractor, Subcontractors, or employees of the Contractor or a Subcontractor owning property items, such as tools, construction equipment, or other personal property not expressly covered in the insurance required by the Contract Documents are responsible for providing their own insurance. 6.07 Waiver of Rights A. Insurance shall include a waiver of subrogation in favor of the additional insureds identified in the Supplementary Conditions. B. All policies purchased in accordance with this Article are to contain provisions to the effect that the insurers have no rights of recovery against OPT, named insureds or additional insureds in the event of a payment for loss or damage. Contractor and insurers waive all rights against the Owner's Indemnities for losses and damages created by or resulting from any of the perils or causes of loss covered by these policies and any other applicable property insurance. None of these waivers extend to the rights Contractor has to the proceeds of insurance as trustee. C. Contractor is responsible for assuring that agreements with Subcontractors contain provisions that the Subcontractor waive all rights against Owner,Contractor, named insureds and additional insureds, and the officers, directors, members, partners, employees, agents, consultants, and subcontractors of each and any of them,for all losses and damages created by or resulting from any of the perils or causes of loss covered by builder's risk insurance and other property insurance. 6.08 Owner's Insurance for Project A. Owner is not responsible for purchasing and maintaining any insurance to protect the interest of the Contractor, Subcontractors, or others in the Work. The stated limits of insurance required are minimum only. Determine the limits that are adequate. These limits may be basic policy limits or any combination of basic limits and umbrella limits. In any event, Contractor is fully responsible for all losses arising out of, resulting from, or connected with operations under this Contract whether or not these losses are covered by insurance. The acceptance of evidence of insurance bythe OPT, named insureds,or additional insureds does not release the Contractor from compliance with the insurance requirements of the Contract Documents. General Conditions 007200-34 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 6.09 Acceptable Evidence of Insurance A. Provide evidence of insurance acceptable to the Owner with the executed Contract Documents. Provide the following as evidence of insurance: 1. Certificates of Insurance on an acceptable form; 2. Riders or endorsements to policies; and 3. Policy limits and deductibles. B. Provide a list of"Additional Insureds" for each policy. C. Provide evidence that waivers of subrogation are provided on all applicable policies. D. Provide evidence of requirements for 30 days' notice before cancellation or any material change in the policy's terms and conditions, limits of coverage, or change in deductible amount. 6.10 Certificate of Insurance A. Submit Certificates of Insurance meeting the following requirements: 1. Form has been filed with and approved by the Texas Department of Insurance under Texas Insurance Code §1811.101; or 2. Form is a standard form deemed approved by the Department under Texas Insurance Code §1811.101. 3. No requirements of this Contract may be interpreted as requiring the issuance of a certificate of insurance on a certificate of insurance form that has not first been filed with and approved by the Texas Department of Insurance. B. Include the name of the Project in the description of operations box on the certificate of insurance. 6.11 Insurance Policies A. If requested by the Owner, make available for viewing a copy of insurance policies, declaration pages and endorsements, and documentation of applicable self-insured retentions and deductibles. B. Contractor may block out (redact) any proprietary information or confidential premium pricing information contained in any policy or endorsement furnished under this Contract. 6.12 Continuing Evidence of Coverage A. Provide updated, revised, or new evidence of insurance in accordance this Article and the Supplementary Conditions prior to the expiration of existing policies. B. Provide evidence of continuation of insurance coverage at final payment and for the following 3 years. 6.13 Notices Regarding Insurance A. Notices regarding insurance are to be sent to the Owner at the following address: General Conditions 007200-35 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC City of Corpus Christi— Engineering Attn: Construction Contract Admin. P.O. Box 9277 Corpus Christi,TX 78469-9277 B. Submit questions regarding insurance requirements to the Construction Contract Administrator by calling 361-826-3530. 6.14 Texas Workers' Compensation Insurance Required Notice A. Definitions: 1. Certificate of coverage ("certificate") -A copy of a certificate of insurance, a certificate of authority to self-insure issued by the commission, or a coverage agreement (TWCC- 81, TWCC-82, TWCC-83, or TWCC-84), showing statutory workers' compensation insurance coverage for the person's or entity's employees providing services on a project, for the duration of the Project. 2. Duration of the Project-includes the time from the beginning of the Work on the Project until the Contractor's/person's Work on the Project has been completed and accepted by the governmental entity. 3. Persons providing services on the Project ("Subcontractor" in §406.096) - includes all persons or entities performing all or part of the services the Contractor has undertaken to perform on the Project, regardless of whether that person contracted directly with the Contractor and regardless of whether that person has employees. This includes, without limitation, independent contractors, subcontractors, leasing companies, motor carriers, owner-operators, employees of any such entity, or employees of any entity which furnishes persons to provide services on the Project. "Services" include, without limitation, providing, hauling, or delivering equipment or materials, or providing labor, transportation, or other service related to a project. "Services" does not include activities unrelated to the Project, such as food/beverage vendors, office supply deliveries, and delivery of portable toilets. B. The Contractor shall provide coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44) for all employees of the Contractor providing services on the Project,for the duration of the Project. C. The Contractor must provide a certificate of coverage to the governmental entity prior to being awarded the Contract. D. If the coverage period shown on the Contractor's current certificate of coverage ends during the duration of the Project,the Contractor must, prior to the end of the coverage period,file a new certificate of coverage with the governmental entity showing that coverage has been extended. E. The Contractor shall obtain from each person providing services on a project, and provide to the governmental entity: 1. A certificate of coverage, prior to that person beginning Work on the Project, so the governmental entity will have on file certificates of coverage showing coverage for all persons providing services on the Project; and General Conditions 007200-36 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 2. No later than seven days after receipt by the Contractor, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the Project. F. The Contractor shall retain all required certificates of coverage for the duration of the Project and for one year thereafter. G. The Contractor shall notify the governmental entity in writing by certified mail or personal delivery,within 10 days after the Contractor knew or should have known,of any change that materially affects the provision of coverage of any person providing services on the Project. H. The Contractor shall post on each Project Site a notice, in the text, form and manner prescribed by the Texas Workers' Compensation Commission, informing all persons providing services on the Project that they are required to be covered, and stating how a person may verify coverage and report lack of coverage. I. The Contractor shall contractually require each person with whom it contracts to provide services on a project,to: 1. Provide coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements,which meets the statutory requirements of Texas Labor Code, Section 401.011(44) for all of its employees providing services on the Project,for the duration of the Project; 2. Provide to the Contractor, prior to that person beginning Work on the Project, a certificate of coverage showing that coverage is being provided for all employees of the person providing services on the Project,for the duration of the Project; 3. Provide the Contractor, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the Project; 4. Obtain from each other person with whom it contracts, and provide to the Contractor: a. A certificate of coverage, prior to the other person beginning Work on the Project; and b. A new certificate of coverage showing extension of coverage, prior to the end of the coverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the Project; 5. Retain all required certificates of coverage on file for the duration of the Project and for one year thereafter; 6. Notify the governmental entity in writing by certified mail or personal delivery, within 10 days after the person knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the Project; and 7. Contractually require each person with whom it contracts, to perform as required by this section, with the certificates of coverage to be provided to the person for whom they are providing services. J. By signing this Contract or providing or causing to be provided a certificate of coverage, the Contractor is representing to the governmental entity that all employees of the Contractor who will provide services on the Project will be covered by workers' compensation coverage for the duration of the Project, that the coverage will be based on proper reporting of General Conditions 007200-37 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC classification codes and payroll amounts, and that all coverage agreements will be filed with the appropriate insurance carrier or, in the case of a self-insured, with the commission's Division of Self-Insurance Regulation. Providing false or misleading information may subject the Contractor to administrative penalties, criminal penalties, civil penalties, or other civil actions. K. The Contractor's failure to comply with any of these provisions is a breach of contract by the Contractor which entitles the governmental entity to declare the Contract void if the Contractor does not remedy the breach within ten days after receipt of notice of breach from the governmental entity. ARTICLE 7—CONTRACTOR'S RESPONSIBILITIES 7.01 Supervision and Superintendence A. Supervise, inspect, and direct the performance of the Work in accordance with the Contract Documents. Contractor is solely responsible for the means, methods, techniques, sequences, and procedures of construction. B. Provide a competent resident superintendent acceptable to the OPT. The resident superintendent or acceptable qualified assistant is to be present at all times when Work is being done. Do not replace this resident superintendent except under extraordinary circumstances. Provide a replacement resident superintendent equally competent to the previous resident superintendent if replacement is required. Notify the Owner prior to replacing the resident superintendent and obtain Owner's consent to the change in superintendent. 7.02 Labor; Working Hours A. Provide competent, suitably qualified personnel to survey and lay out the Work and perform Work to complete the Project. Maintain good discipline and order at the Site. B. Perform Work at the Site during regular working hours except as otherwise required for the safety or protection of persons or the Work or property at the Site or adjacent to the Site and except as otherwise stated in the Contract Documents. Regular working hours are between sunrise and sundown Monday through Saturday unless other times are specifically authorized in writing by OAR. C. Do not perform Work on a Sunday or legal holiday without OAR's consent. The following legal holidays are observed by the Owner: Holiday Date Observed New Year's Day January 1 Martin Luther King Jr Day Third Monday in January Memorial Day Last Monday in May Independence Day July 4 Labor Day First Monday in September Thanksgiving Day Fourth Thursday in November General Conditions 007200-38 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Holiday Date Observed Friday after Thanksgiving Friday after Thanksgiving Christmas Day December 25 D. If a legal holiday falls on a Saturday, it will be observed the preceding Friday. If a legal holiday falls on a Sunday, it will be observed the following Monday. E. Pay additional cost incurred by Owner for services of the OAR or RPR to observe Work constructed outside of regular working hours. OAR will issue a Set-off in the Application for Payment for this cost per Paragraph 17.01.13 7.03 Services, Materials, and Equipment A. Provide services, materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities, and other facilities and incidentals necessary for the performance, testing, start-up, and completion of the Work, whether or not these items are specifically called for in the Contract Documents. B. Provide new materials and equipment to be incorporated into the Work. Provide special warranties and guarantees required by the Contract Documents. Provide satisfactory evidence, including reports of required tests, as to the source, kind, and quality of materials and equipment as required by the Contract Documents or as requested by the OAR. C. Store, apply, install, connect, erect, protect, use, clean, and condition materials and equipment in accordance with instructions of the applicable Supplier, unless otherwise required by the Contract Documents. 7.04 Concerning Subcontractors, Suppliers, and Others A. Contractor may retain Subcontractors and Suppliers for the performance of parts of the Work. All Subcontractors and Suppliers must be acceptable to Owner. B. Contractor must retain specific Subcontractors, Suppliers, or other individuals or entities for the performance of designated parts of the Work if required to do so by the Contract Documents. C. Submit a list of proposed Subcontractors and Suppliers to OAR prior to entering into binding subcontracts or purchase orders. These proposed Subcontractors or Suppliers are deemed acceptable to Owner unless Owner raises a substantive, reasonable objection within 30 days after receiving this list. Under no circumstances shall any Subcontractor debarred under Chapter 41 of The Code of Ordinances, City of Corpus Christi, be deemed acceptable to Owner. D. Contractor is not required to retain Subcontractors,Suppliers, or other individuals or entities to furnish or perform part of the Work after the Effective Date of the Contract if Contractor has reasonable objection. E. Owner may require the replacement of Subcontractors, Suppliers, or other individuals or entities retained by the Contractor. Provide an acceptable replacement for the rejected Subcontractor, Supplier, or other individual or entity. Owner also may require Contractor to retain specific replacements, subject to Contractor's reasonable objections. General Conditions 007200-39 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC F. Contractor may be entitled to an adjustment in Contract Price or Contract Times with respect to a replacement of Subcontractors, Suppliers, or other entities required by Owner. The Contractor is not entitled to an adjustment in Contract Price or Contract Time with respect to replacement of any individual deemed unsuitable by the OPT. Notify OAR immediately if a replacement of Subcontractors, Suppliers, or other entity increases the Contract Price or Contract Times. Initiate a Change Proposal for the adjustment within 10 days of Owner's notice to replace a Subcontractor,Supplier,or other entity retained by Contractor to perform part of the Work. Do not make the replacement until the change in Contract Price or Contract Times has been accepted by the Owner if Change Proposal is to be submitted. G. Owner's initial acceptance of Subcontractors, Suppliers, or other individuals or entities, or their replacements, does not constitute a waiver of the obligation of the Contractor to complete the Work in accordance with the Contract Documents. H. Maintain a current and complete list of Subcontractors and Suppliers that are to perform or furnish part of the Work. I. Contractor is fully responsible for the acts and omissions of Subcontractors, Suppliers, and other individuals or entities performing or furnishing Work. J. Contractor is solely responsible for scheduling and coordinating the work of Subcontractors, Suppliers, and other individuals or entities performing or furnishing Work. K. Require Subcontractors, Suppliers, and other individuals or entities performing or furnishing Work to communicate with OPT through Contractor. L. Contracts between the Contractor and their Subcontractors or Suppliers may specifically bind the Subcontractors or Suppliers to the applicable terms and conditions of the Contract Documents. Contractor is responsible for meeting the requirements of the Contract Documents if they choose to not bind the Subcontractors or Suppliers to applicable terms or conditions of the Contract Documents. 1. All Subcontractors employed on this Project must be required to obtain Workers' Compensation Insurance. 2. Proof of this insurance will be required prior to the start of any Work. M. OPT may furnish information about amounts paid to Contractor for Work provided by Subcontractors or Suppliers to the entity providing the Work. N. Nothing in the Contract Documents: 1. Creates a contractual relationship between members of the OPT and members of the Contractor's Team. 2. Creates an obligation on the part of the Owner to pay or to see to the payment of money due members of the Contractor's Team, except as may be required by Laws and Regulations. 7.05 Patent Fees and Royalties A. Pay license fees, royalties, and costs incident to the use of inventions, designs, processes, products, or devices which are patented or copyrighted by others in the performance of the Work, or to incorporate these inventions, designs, processes, products, or devices which are patented or copyrighted by others in the Work. The Contract Documents identify inventions, General Conditions 007200-40 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC designs, processes, products, or devices OPT knows are patented or copyrighted by others or that its use is subject to patent rights or copyrights calling for the payment of a license fee or royalty to others. Contractor is to include the cost associated with the use of patented or copyrighted products or processes, whether specified or selected by the Contractor, in the Contract Price. B. Contractor's obligation to indemnify Owner for claims arising out of or related to infringement of patent rights and copyrights are as set forth in Paragraph 7.14. 7.06 Permits A. Obtain and pay for construction permits and licenses. OPT is to assist Contractor in obtaining permits and licenses when required to do so by applicable Laws and Regulations. Pay governmental charges and inspection fees necessary for the prosecution of the Work which are applicable at the time the Contractor's Bid is submitted or when Contractor negotiates the Contract Price. This Project is not exempt from City permits and fees unless expressly stated otherwise. 7.07 Taxes A. Contractor is responsible for all taxes and duties arising out of the Work. The Owner generally qualifies as a tax exempt agency as defined by the statutes of the State of Texas and is usually not subject to any city or state sales or use taxes, however certain items such as rented equipment may be taxable even though Owner is a tax-exempt agency. Contractor is responsible for including in the Contract Price any applicable sales and use taxes and is responsible for complying with all applicable statutes and rulings of the State Comptroller. Pay sales, consumer, use, and other similar taxes required to be paid by Contractor in accordance with the Laws and Regulations. B. The Owner is exempt from the Federal Transportation and Excise Tax. Contractor must comply with all federal regulations governing the exemptions. C. Products incorporated into the Work are exempt from state sales tax according to the provisions of Subchapter H, Chapter 151, of the Texas Tax Code. D. Contractor may not include any amounts for sales, use, or similar taxes for which the Owner is exempt in the Contract Price or any proposed Change Order or Application for Payment. E. Obtain tax exemption certificates or other documentation necessary to establish Owner's exemption from such taxes. 7.08 Laws and Regulations A. Give required notices and comply with Laws and Regulations applicable to the performance of the Work. OPT is not responsible for monitoring Contractor's compliance with Laws or Regulations except where expressly required by applicable Laws and Regulations. B. Pay costs resulting from actions taken by Contractor that are contrary to Laws or Regulations. Contractor is not responsible for determining that the design aspects of the Work described in the Contract Documents is in accordance with Laws and Regulations. This does not relieve Contractor of its obligations under Paragraph 3.03. General Conditions 007200-41 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC C. Owner or Contractor may give notice to the other party of changes in Laws or Regulations that may affect the cost or time of performance of the Work, including: 1. Changes in Laws or Regulations affecting procurement of permits; and 2. Sales, use, value-added, consumption, and other similar taxes which come into effect after Contractor's Bid is submitted or when Contractor negotiates the Contract Price. D. Contractor may submit a Change Proposal or Owner may initiate a Claim within 30 days of this notice if Owner and Contractor are unable to agree on entitlement to or on the amount or extent of adjustments in Contract Price or Contract Times resulting from these changes. 7.09 Safety and Protection A. Contractor is solely responsible for initiating,maintaining,and supervising safety precautions and programs in connection with the Work. This responsibility does not relieve Subcontractors of their responsibility for the safety of persons or property in the performance of their work, nor for compliance with applicable safety Laws and Regulations. B. Take necessary precautions for the safety of persons on the Site or who may be affected by the Work, and provide the necessary protection to prevent damage, injury, or loss to: 1. Work and materials and equipment to be incorporated in the Work, whether stored on or off Site; and 2. Other property at or adjacent to the Site, including trees, shrubs, lawns, walks, pavements, roadways, structures, other work in progress, utilities, and Underground Facilities not designated for removal, relocation, or replacement in the course of construction. C. Comply with applicable Laws and Regulations relating to the safety and protection of persons or property. Erect and maintain necessary safeguards for safety and protection. Notify Owner; the owners of adjacent property, Underground Facilities, and other utilities; and other contractors and utility owners performing work at or adjacent to the Site when prosecution of the Work may affect them. Cooperate with them in the protection, removal, relocation, and replacement of their property or work in progress. 1. Comply with requirements of Underground Facility Damage Prevention and Safety Act, Texas Utilities Code Chapter 251. 2. Comply with all applicable safety rules and regulations of the Federal Occupational Health and Safety Act of 1970 and subsequent amendments (OSHA). D. Remedy damage, injury, or loss to property referred to in Paragraph 7.09.B caused by Contractor's Team. Pay remediation costs unless the damage or loss is: 1. Attributable to the fault of the Contract Documents; 2. Attributable to acts or omissions of OPT; or 3. Not attributable to the actions or failure to act of the Contractor's Team. E. Contractor's duties and responsibilities for safety and protection of persons or the Work or property at or adjacent to the Site continues until Work is completed and resumes whenever Contractor's Team returns to the Site to fulfill warranty or correction obligations or to conduct other tasks. General Conditions 007200-42 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC F. Comply with the applicable requirements of the Owner's safety program if required to do so in the Supplementary Conditions. A copy of the Owner's safety program will be provided in the Bidding Documents. 7.10 Safety Representative A. Provide a qualified and experienced safety representative at the Site whose duties and responsibilities are the prevention of accidents and maintaining and supervising safety programs. 7.11 Hazard Communication Programs A. Coordinate the exchange of material safety data sheets or other hazard communication information required to be made available or exchanged between or among employers at the Site in accordance with Laws or Regulations. 7.12 Emergencies A. Act to prevent threatened damage, injury or loss in emergencies affecting the safety or protection of persons or the Work or property at or adjacent to the Site. Notify OAR immediately if Contractor believes that significant changes in the Work or variations from the Contract Documents have been caused or are required as a result of this need to act. A Modification is to be issued by OAR if OPT determines that the incident giving rise to the emergency action was not the responsibility of the Contractor and that a change in the Contract Documents is required because of the action taken by Contractor in response to this emergency. 7.13 Contractor's General Warranty and Guarantee A. Contractor warrants and guarantees to Owner that Work is in accordance with the Contract Documents and is not Defective. Owner is entitled to rely on Contractor's warranty and guarantee. Assume and bear responsibility for costs and time delays associated with variations from the requirements of the Contract Documents. B. This Contractor's warranty and guarantee excludes defects or damage caused by improper maintenance or operation, abuse, or modification by OPT; or normal wear and tear under normal usage. C. Contractor's obligation to perform and complete Work in accordance with the Contract Documents is absolute. None of the following constitute an acceptance of Defective Work or a release of Contractor's obligation to perform Work in accordance with the Contract Documents: 1. Observations by OPT; 2. Recommendation by OAR to pay or payment by Owner of progress or final payments; 3. The issuance of a Certificate of Substantial Completion; 4. Use or occupancy of part of the Work by Owner; 5. Review and approval of a Shop Drawing or Sample; 6. Inspections,tests, or approvals by others; or General Conditions 007200-43 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 7. Correction of Defective Work by Owner. D. The Contract Documents may require the Contractor to accept the assignment of a contract between the Owner and a contractor or supplier. The specific warranties, guarantees, and correction obligations contained in an assigned contract govern with respect to Contractor's performance obligations to Owner for the Work described in an assigned contract. 7.14 INDEMNIFICATION A. To the fullest extent permitted by law, Contractor shall indemnify, defend, and hold harmless the Owner from and against claims, damages, losses and expenses, including but not limited to attorney's fees or dispute resolution costs, arising out of or resulting from performance of the Work and/or failure to comply with the terms and conditions of the contract, violations of Laws or Regulations, or bodily injury, death or destruction of tangible property caused by the acts, omissions or negligence of the Contractor's Team, regardless of whether such claim, damage, loss or expense is alleged to be caused in part by an Owner hereunder, subject to the Owner's defenses and liability limits under the Texas Tort Claims Act. However, nothing herein shall be construed to require Contractor to indemnify an Owner against a claim, loss, damage or expense caused by the sole negligence of an Owner. B. To the fullest extent permitted by law, Contractor shall indemnify, defend, and hold harmless the Owner from and against Indemnified Costs, arising out of or relating to: (i) the failure to control, contain, or remove a Constituent of Concern brought to the Site by Contractor's Team or a Hazardous Environmental Condition created by Contractor's Team, (ii) Contractor's Team's action or inaction related to damages, delays, disruptions or interference with the work of Owner's employees, other contractors, or utility owners performing other work at or adjacent to the Site, or (iii) the correction of Defective Work. Nothing in this paragraph obligates the Contractor to indemnify the Owner from the consequences of the Owner's sole negligence. c. To the fullest extent permitted by law, Contractor shall indemnify, defend, and hold harmless the Owner from and against Indemnified Costs resulting from infringement on patent rights or copyrights by Contractor's Team. General Conditions 007200-44 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC D. The indemnification obligations of this Paragraph 7.14 are not limited by the amount or type of damages, compensation or benefits payable by or for members of the Contractor's Team or other individuals or entities under workers' compensation acts, disability benefit acts, or other employee benefit acts in claims against Owner by an employee or the survivor or personal representative of employee of Contractor's Team. The indemnification obligations of this Paragraph 7.14 shall not be deemed to be released,waived or modified in any respect by reason of any surety or insurance provided by Contractor. E. The indemnification obligations of this Paragraph 7.14 do not extend to the liability of Designer arising out of the preparation of the Contract Documents or giving directions or instructions, or failing to give them, to the extent they are obligated to do so if that is the primary cause of the injury or damage. F. Notify the other party within 10 days if Owner or Contractor receives notice of any claim or circumstances that could give rise to an indemnified loss. The notice must include the following: 1. A description of the indemnification event in reasonable detail; 2. The basis on which indemnification may be due; and 3. The anticipated amount of the indemnified loss. This notice does not stop or prevent Owner from later asserting a different basis for indemnification or a different amount of indemnified loss than that indicated in the initial notice. Owner does not waive any rights to indemnification except to the extent that Contractor is prejudiced, suffers loss, or incurs expense because of the delay if Owner does not provide this notice within the 10-day period. G. Defense of Indemnification Claims: 1. Assume the defense of the claim with counsel chosen by the Contractor and pay related costs, unless Owner decides otherwise. Contractor's counsel must be acceptable to Owner. Control the defense and any negotiations to settle the claim. Advise Owner as to its defense of the claim within 10 days after being notified of the indemnification request. Owner may assume and control the defense if Contractor does not assume the defense. Pay all defense expenses of the Owner as an indemnified loss. 2. Owner may retain separate counsel to participate in, but not control, the defense and any settlement negotiations if Contractor defends the claim. Contractor may not settle the claim without the consent or agreement of Owner. Contractor may settle the claim with Owner's consent and agreement unless it: a. Would result in injunctive relief or other equitable remedies or otherwise require Owner to comply with restrictions or limitations that adversely affect Owner; b. Would require Owner to pay amounts that Contractor does not fund in full; or c. Would not result in Owner's full and complete release from all liability to the plaintiffs or claimants who are parties to or otherwise bound by the settlement. 7.15 Delegation of Professional Design Services A. Contractor is not required to provide professional design services unless these services are specifically required by the Contract Documents for a portion of the Work or unless these General Conditions 007200-45 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC services are required to carry out Contractor's responsibilities for construction means, methods, techniques, sequences, and procedures. Contractor is not required to provide professional services in violation of applicable Laws and Regulations. B. The Contract Documents specify performance and design criteria related to systems, materials or equipment if professional design services or certifications by a design professional related to systems, materials, or equipment are specifically required of Contractor. These services or certifications must be provided by the licensed Texas Professional Engineer or Registered Architect who prepares, signs, and seals drawings, calculations, specifications, certifications, Shop Drawings, and other documents. C. OPT is entitled to rely upon the adequacy, accuracy, and completeness of the services, certifications, or approvals performed by Contractor's design professionals, provided OPT has specified to Contractor the performance and design criteria that these services must satisfy. D. Pursuant to this Paragraph 7.15, Designer's review and approval of design calculations and design drawings is only for the limited purpose of checking for conformance with the performance and design criteria given and the design concepts expressed in the Contract Documents. Designer's review and approval of Shop Drawings and other documents is only for the purpose stated in the Contract Documents. E. Contractor is not responsible for the adequacy of the performance or design criteria specified by OPT. Advise OPT if the performance or design criteria are known or considered likely to be inadequate or otherwise deficient. ARTICLE 8—OTHER WORK AT THE SITE 8.01 Other Work A. Owner may arrange for other work at or adjacent to the Site which is not part of the Contractor's Work. This other work may be performed by Owner's employees or through other contractors. Utility owners may perform work on their utilities and facilities at or adjacent to the Site. Include costs associated with coordinating with entities performing other work or associated with connecting to this other work in the Contract Price if this other work is shown in the Contract Documents. B. OPT is to notify Contractor of other work prior to starting the work and provide any knowledge they have regarding the start of utility work at or adjacent to the Site to Contractor. C. Provide other contractors: 1. Proper and safe access to the Site; 2. Reasonable opportunity for the introduction and storage of materials and equipment; and 3. Reasonable opportunity to execute their work. D. Provide cutting, fitting, and patching of the Work required to properly connect or integrate with other work. Do not endanger the work of others by cutting, excavating, or otherwise altering the work of others without the consent of OAR and the others whose work will be affected. General Conditions 007200-46 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC E. Inspect the work of others and immediately notify OAR if the proper execution of part of Contractor's Work depends upon work performed by others and this work has not been performed or is unsuitable for the proper execution of Contractor's Work. Contractor's failure to notify the OAR constitutes an acceptance of this other work as acceptable for integration with Contractor's Work. This acceptance does not apply to latent defects or deficiencies in the work of others. F. Take adequate measures to prevent damages, delays, disruptions, or interference with the work of Owner, other contractors, or utility owners performing other work at or adjacent to the Site. 8.02 Coordination A. Owner has sole authority and responsibility for coordination of this other work unless otherwise provided in the Contract Documents. The Owner is to identify the entity with authority and responsibility for coordination of the activities of the various contractors, the limitations of their authority, and the work to be coordinated prior to the start of other work at or adjacent to the Site. 8.03 Legal Relationships A. Contractor may be entitled to a change in Contract Price or Contract Times if, while performing other work at or adjacent to the Site for Owner, the OPT or other contractor retained by the City: 1. Damages the Work or property of Contractor's Team; 2. Delays, disrupts, or interferes with the execution of the Work; or 3. Increases the scope or cost of performing the Work through their actions or inaction. B. Notify the OAR immediately of the event leading to a potential Change Proposal so corrective action can be taken. Submit the Change Proposal within 30 days of the event if corrective action has not adequately mitigated the impact of the actions or inactions of others. Information regarding this other work in the Contract Documents is used to determine if the Contractor is entitled to a change in Contract Price or Contract Times. Changes in Contract Price require that Contractor assign rights against the other contractor to Owner with respect to the damage, delay, disruption, or interference that is the subject of the adjustment. Changes in Contract Times require that the time extension is essential to Contractor's ability to complete the Work within the Contract Times. C. Take prompt corrective action if Contractor's Team damages, delays, disrupts, or interferes with the work of Owner's employees, other contractors, or utility owners performing other work at or adjacent to the Site or agree to compensate other contractors or utility owners for correcting the damage. Promptly attempt to settle claims with other contractors or utility owners if Contractor damages, delays, disrupts, or interferes with the work of other contractors or utility owners performing other work at or adjacent to the Site. D. Owner may impose a set-off against payments due to Contractor and assign the Owner's contractual rights against Contractor with respect to the breach of the obligations described in this Paragraph 8.03 to other contractors if damages, delays, disruptions, or interference occur. General Conditions 007200-47 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC E. Contractor's obligation to indemnify Owner for claims arising out of or related to damages, delays,disruptions, and interference with other work at the Site are as set forth in Paragraph 7.14. ARTICLE 9—OWNER'S AND OPT'S RESPONSIBILITIES 9.01 Communications to Contractor A. OPT issues communications to Contractor through OAR except as otherwise provided in the Contract Documents. 9.02 Replacement of Owner's Project Team Members A. Owner may replace members of the OPT at its discretion. 9.03 Furnish Data A. OPT is to furnish the data required of OPT under the Contract Documents. 9.04 Pay When Due A. Owner is to make payments to Contractor when due as described in Article 17. 9.05 Lands and Easements; Reports and Tests A. Owner's duties with respect to providing lands and easements are described in Paragraph 5.01. OPT will make copies of reports of explorations and tests of subsurface conditions and drawings of physical conditions relating to existing surface or subsurface structures at the Site available to Contractor in accordance with Paragraph 5.03. 9.06 Insurance A. Owner's responsibilities with respect to purchasing and maintaining insurance are described in Article 6. 9.07 Modifications A. Owner's responsibilities with respect to Modifications are described in Article 11. 9.08 Inspections,Tests, and Approvals A. OPT's responsibility with respect to certain inspections,tests, and approvals are described in Paragraph 16.02. 9.09 Limitations on OPT's Responsibilities A. The OPT does not supervise, direct, or have control or authority over, and is not responsible for Contractor's means, methods, techniques, sequences, or procedures of construction, or related safety precautions and programs, or for failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. OPT is not responsible for Contractor's failure to perform the Work in accordance with the Contract Documents. General Conditions 007200-48 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 9.10 Undisclosed Hazardous Environmental Condition A. OPT's responsibility for undisclosed Hazardous Environmental Conditions is described in Paragraph 5.06. 9.11 Compliance with Safety Program A. Contractor is to inform the OPT of its safety programs and OPT is to comply with the specific applicable requirements of this program. 9.12 Plans and Specifications A. Owner does not warrant the plans and specification. ARTICLE 10—OAR'S AND DESIGNER'S STATUS DURING CONSTRUCTION 10.01 Owner's Representative A. OAR is Owner's representative. The duties and responsibilities and the limitations of authority of OAR as Owner's representative are described in the Contract Documents. 10.02 Visits to Site A. Designer is to make periodic visits to the Site to observe the progress and quality of the Work. Designer is to determine, in general, if the Work is proceeding in accordance with the Contract Documents based on observations made during these visits. Designer is not required to make exhaustive or continuous inspections to check the quality or quantity of the Work. Designer is to inform the OPT of issues or concerns and OAR is to work with Contractor to address these issues or concerns. Designer's visits and observations are subject to the limitations on Designer's authority and responsibility described in Paragraphs 9.09 and 10.07. B. OAR is to observe the Work to check the quality and quantity of Work, implement Owner's quality assurance program, and administer the Contract as Owner's representative as described in the Contract Documents. OAR's visits and observations are subject to the limitations on OAR's authority and responsibility described in Paragraphs 9.09 and 10.07. 10.03 Resident Project Representatives A. Resident Project Representatives assist OAR in observing the progress and quality of the Work at the Site. The limitations on Resident Project Representatives' authority and responsibility are described in Paragraphs 9.09 and 10.07. 10.04 Rejecting Defective Work A. OPT has the authority to reject Work in accordance with Article 16. OAR is to issue a Defective Work Notice to Contractor and document when Defective Work has been corrected or accepted in accordance with Article 16. General Conditions 007200-49 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 10.05 Shop Drawings, Modifications and Payments A. Designer's authority related to Shop Drawings and Samples are described in the Contract Documents. B. Designer's authority related to design calculations and design drawings submitted in response to a delegation of professional design services are described in Paragraph 7.15. C. OAR and Designer's authority related to Modifications is described in Article 11. D. OAR's authority related to Applications for Payment is described in Articles 15 and 17. 10.06 Decisions on Requirements of Contract Documents and Acceptability of Work A. OAR is to render decisions regarding non-technical or contractual / administrative requirements of the Contract Documents and will coordinate the response of the OPT to Contractor. B. Designer is to render decisions regarding the conformance of the Work to the requirements of the Contract Documents. Designer will render a decision to either correct the Defective Work or accept the Work under the provisions of Paragraph 16.04 if Work does not conform to the Contract Documents. OAR will coordinate the response of the OPT to Contractor. C. Contractor may appeal Designer's decision by submitting a Change Proposal if Contractor does not agree with the Designer's decision. 10.07 Limitations on OAR's and Designer's Authority and Responsibilities A. OPT is not responsible for the acts or omissions of Contractor's Team. No actions or failure to act, or decisions made in good faith to exercise or not exercise the authority or responsibility available under the Contract Documents creates a duty in contract, tort, or otherwise of the OPT to the Contractor or members of the Contractor's Team. ARTICLE 11—AMENDING THE CONTRACT DOCUMENTS;CHANGES IN THE WORK 11.01 Amending and Supplementing the Contract Documents A. The Contract Documents may be modified by a Contract Amendment, Change Order, Work Change Directive, or Field Order. 1. Contract Amendment: Owner and Contractor may modify the terms and conditions of the Contract Documents without the recommendation of the Designer using a Contract Amendment. A Contract Amendment may be used for: a. Changes that do not involve: 1) The performance or acceptability of the Work; 2) The design as described in the Drawings, Specifications, or otherwise; or 3) Other engineering, architectural or technical matters. b. Authorizing new phases of the Work and establishing the Contract Price, Contract Times, or terms and conditions of the Contract for the new phase of Work when using phased construction or purchasing Goods and Special Services to be incorporated into the Project. General Conditions 007200-50 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 2. Change Order: All changes to the Contract Documents that include a change in the Contract Price or the Contract Times for previously authorized Work, or changes to the Work requiring Designer's approval must be made by a Change Order. A Change Order may also be used to establish modifications of the Contract Documents that do not affect the Contract Price or Contract Times. 3. Work Change Directive: A Work Change Directive does not change the Contract Price or the Contract Times, but is evidence that the parties expect that the modifications ordered or documented by a Work Change Directive will be incorporated in a subsequently issued Change Order following negotiations on the Contract Price and Contract Times. If negotiations under the terms of the Contract Documents governing adjustments, expressly including Paragraphs 11.04 and 11.05 are unsuccessful, Contractor must submit a Change Proposal seeking an adjustment of the Contract Price or the Contract Times no later than 30 days after the completion of the Work set out in the Work Change Directive. 4. Field Order: Designer may require minor changes in the Work that do not change the Contract Price or Contract Times using a Field Order. OAR may issue a Field Order for non-technical, administrative issues. Submit a Change Proposal if Contractor believes that a Field Order justifies an adjustment in the Contract Price or Contract Times before proceeding with the Work described in the Field Order. B. Perform added or revised Work under the applicable provisions of the Contract Documents for the same or similar Work unless different Drawings, Specifications or directions are provided in the Modification. 11.02 Owner-Authorized Changes in the Work A. Owner may order additions, deletions,or revisions in the Work at any time as recommended by the Designer to the extent the change: 1. Involves the design as described in the Contract Documents; 2. Involves acceptance of the Work; or 3. Involves other engineering, architectural or technical matters. B. These changes may be authorized by a Modification. Proceed with the Work involved or, in the case of a deletion in the Work, immediately cease construction activities with respect to the deleted Work upon receipt of the Modification. Nothing in this paragraph obligates the Contractor to undertake Work that Contractor reasonably concludes cannot be performed in a manner consistent with Contractor's safety obligations under the Contract Documents or Laws and Regulations. 11.03 Unauthorized Changes in the Work A. Contractor is not entitled to an increase in the Contract Price or an extension of the Contract Times with respect to Work performed that is not required by the Contract Documents, except in the case of an emergency as provided in Paragraph 7.12, or in the case of uncovering Work as provided in Paragraph 16.05. General Conditions 007200-51 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC B. Contractor is responsible for costs and time delays associated with variations from the requirements of the Contract Documents unless the variations are specifically approved by Change Order. 11.04 Change of Contract Price A. The Contract Price for authorized Work can only be changed by a Change Order. Any Change Proposal for an adjustment in the Contract Price must comply with the provisions of Paragraph 11.06. Any Claim for an adjustment of Contract Price must comply with the provisions of Article 13. B. An adjustment in the Contract Price is to be determined as follows: 1. By applying unit prices to the quantities of the items involved, subject to the provisions of Paragraph 15.03, where the Work involved is covered by unit prices in the Contract Documents; 2. By a mutually agreed lump sum where the Work involved is not covered by unit prices in the Contract Documents; or 3. Payment on the basis of the Cost of the Work determined as provided in Paragraph 15.01 plus a Contractor's fee for overhead and profit determined as provided in Paragraph 15.05 when the Work involved is not covered by unit prices in the Contract Documents and the parties do not reach a mutual agreement to a lump sum. C. The original Contract Price may not be increased by more than 25 percent or the limit set out in Texas Local Government Code 252.048 or its successor statute, whichever is greater. Owner may decrease the Work by up to 25 percent of the Contract Price. 11.05 Change of Contract Times A. The Contract Times for authorized Work can only be changed by Change Order. Any Change Proposal for an adjustment in the Contract Times must comply with the provisions of Paragraph 11.06. Any Claim for an adjustment in the Contract Times must comply with the provisions of Article 13. B. An adjustment of the Contract Times is subject to the limitations described in Paragraph 4.04. 11.06 Change Proposals A. Submit a Change Proposal in accordance with Article 12 to the OAR to: 1. Request an adjustment in the Contract Price or Contract Times; 2. Appeal an initial decision by OPT concerning the requirements of the Contract Documents or relating to the acceptability of the Work under the Contract Documents; 3. Contest a set-off against payment due; or 4. Seek other relief under the Contract Documents. General Conditions 007200-52 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC B. Notify the OAR within 3 days if a Change Proposal is to be submitted. Submit each Change Proposal to OAR no later than 30 days after the event initiating the Change Proposal. 11.07 Execution of Change Orders A. Owner and Contractor are to execute Change Orders covering: 1. Changes in the Contract Price or Contract Times, which are agreed to by Owner and Contractor, including undisputed sums or amount of time for Work actually performed in accordance with a Work Change Directive; 2. Changes in Contract Price resulting from Owner set-offs unless the set-off has been successfully challenged by Contractor; 3. Changes in the Work which are: a. Ordered by Owner pursuant to Paragraph 11.02.A, b. Required because Defective Work was accepted under Paragraph 16.04 or Owner's correction of Defective Work under Paragraph 16.07, or c. Agreed to by the Owner and Contractor; and 4. Changes in the Contract Price or Contract Times, or other changes under Paragraph 11.06 or Article 13. B. Acceptance of a Change Order by Contractor constitutes a full accord and satisfaction for any and all claims and costs of any kind, whether direct or indirect, including but not limited to impact, delay or acceleration damages arising from the subject matter of the Change Order. Each Change Order must be specific and final as to prices and extensions of time, with no reservations or other provisions allowing for future additional money or time as a result of the particular changes identified and fully compensated in the Change Order. The execution of a Change Order by Contractor constitutes conclusive evidence of Contractor's agreement to the ordered changes in the Work. This Contract, as amended, forever releases any claim against Owner for additional time or compensation for matters relating to or arising out of or resulting from the Work included within or affected by the executed Change Order. This release applies to claims related to the cumulative impact of all Change Orders and to any claim related to the effect of a change on unchanged Work. C. All Change Orders require approval by either the City Council or Owner by administrative action. The approval process requires a minimum of 45 days after submission in final form with all supporting data. Receipt of Contractor's submission by Owner constitutes neither acceptance nor approval of a Change Order, nor a warranty that the Change Order will be authorized by City Council or administrative action. The time required for the approval process may not be considered a delay and no extensions to the Contract Times or increase in the Contract Price will be considered or granted as a result of the process. Contractor may proceed with Work if a Work Change Directive is issued. D. If the Contractor refuses to execute a Change Order that is required to be executed under the terms of this Paragraph 11.07, the Change Order is deemed to be in full force as if executed by Contractor. Contractor may file a Claim for payment and/or time, pursuant to Article 13. General Conditions 007200-53 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 11.08 Notice to Surety A. Notify the surety of Modifications affecting the general scope of the Work, changes in the provisions of the Contract Documents,or changes in Contract Price or Contract Times. Adjust the amount of each Bond when Modifications change the Contract Price. ARTICLE 12—CHANGE MANAGEMENT 12.01 Requests for Change Proposal A. Designer will initiate Modifications by issuing a Request for a Change Proposal (RCP). 1. Designer will prepare a description of proposed Modifications. 2. Designer will issue the Request for a Change Proposal form to Contractor. A number will be assigned to the Request for a Change Proposal when issued. 3. Return a Change Proposal in accordance with Paragraph 12.02 to the Designer for evaluation by the OPT. 12.02 Change Proposals A. Submit a Change Proposal (CP) to the Designer for Contractor initiated changes in the Contract Documents or in response to a Request for Change Proposal. A Change Proposal must be submitted to the OAR no later than 30 days after the event initiating the Change Proposal. 1. Use the Change Proposal form provided. 2. Assign a number to the Change Proposal when issued. 3. Include with the Change Proposal: a. A complete description of the proposed Modification if Contractor initiated or proposed changes to the OPT's description of the proposed Modification. b. The reason the Modification is requested, if not in response to a Request for a Change Proposal. c. A detailed breakdown of the cost of the change if the Modification requires a change in Contract Price. The itemized breakdown is to include: 1) List of materials and equipment to be installed; 2) Man hours for classification; 3) Equipment used in construction; 4) Consumable supplies,fuels, and materials; 5) Royalties and patent fees; 6) Bonds and insurance; 7) Overhead and profit; 8) Field office costs; and 9) Other items of cost. General Conditions 007200-54 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC d. Provide the level of detail outlined in the paragraph above for each Subcontractor or Supplier actually performing the Work if Work is to be provided by a Subcontractor or Supplier. Indicate appropriate Contractor mark-ups for Work provided through Subcontractors and Suppliers. Provide the level of detail outline in the paragraph above for self-performed Work. e. Submit Change Proposals that comply with Article 15 for Cost of Work. f. Provide a revised schedule. Show the effect of the change on the Project Schedule and the Contract Times. B. Submit a Change Proposal to the OAR to request a Field Order. C. A Change Proposal is required for all substitutions or deviations from the Contract Documents. D. Request changes to products in accordance with Article 25. 12.03 Designer Will Evaluate Request for Modification A. OAR is to advise OPT regarding the Change Proposal. OPT is to review each Change Proposal and Contractor's supporting data, and within 30 days after receipt of the documents, direct the OAR to either approve or deny the Change Proposal in whole or in part. OAR is to issue a Change Order for an approved Change Proposal. The Contractor may deem the Change Proposal to be denied if OAR does not take action on the Change Proposal within 30 days and start the time for appeal of the denial under Article 13. 1. Change Orders and Contract Amendments will be sent to the Contractor for execution with a copy to the Owner recommending approval. A Work Change Directive may be issued if Work needs to progress before the Change Order or Contract Amendment can be authorized by the Owner. 2. Work Change Directives, Change Orders, and Contract Amendments can only be approved by the Owner. a. Work performed on the Change Proposal prior to receiving a Work Change Directive or approval of the Change Order or Contract Amendment is performed at the Contractor's risk. b. No payment will be made for Work on Change Orders or Contract Amendments until approved by the Owner. B. The Contractor may be informed that the Request for a Change Proposal is not approved and construction is to proceed in accordance with the Contract Documents. 12.04 Substitutions A. The products of the listed Suppliers are to be furnished where Specifications list several manufacturers but do not specifically list "or equal" or "or approved equal" products. Use of any products other than those specifically listed is a substitution. Follow these procedures for a substitution. B. Substitutions are defined as any product that the Contractor proposes to provide for the Project in lieu of the specified product. Submit a Change Proposal per Paragraph 12.02 along with a Shop Drawing as required by Article 25 to request approval of a substitution. General Conditions 007200-55 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC C. Prove that the product is acceptable as a substitute. It is not the Designer's responsibility to prove the product is not acceptable as a substitute. 1. Indicate on a point by point basis for each specified feature that the product is acceptable to meet the intent of the Contract Documents requirements. 2. Make a direct comparison with the specified Suppliers published data sheets and available information. Provide this printed material with the documents submitted. 3. The decision of the Designer regarding the acceptability of the proposed substitute product is final. D. Provide a written certification that, in making the substitution request,the Contractor: 1. Has determined that the substituted product will perform in substantially the same manner and result in the same ability to meet the specified performance as the specified product. 2. Will provide the same warranties and/or bonds for the substituted product as specified or as would be provided by the manufacturer of the specified product. 3. Will assume all responsibility to coordinate any modifications that may be necessary to incorporate the substituted product into the Project and will waive all claims for additional Work which may be necessary to incorporate the substituted product into the Project which may subsequently become apparent. 4. Will maintain the same time schedule as for the specified product. E. Pay for review of substitutions in accordance with Article 25. ARTICLE 13—CLAIMS 13.01 Claims A. Follow the Claims process described in this Article for the following disputes between Owner and Contractor: 1. Seeking an adjustment of Contract Price or Contract Times; 2. Contesting an initial decision by OAR concerning the requirements of the Contract Documents or the acceptability of Work under the Contract Documents; 3. Appealing OAR's decision regarding a Change Proposal; 4. Seeking resolution of a contractual issue that OAR has declined to address; or 5. Seeking other relief with respect to the terms of the Contract. B. Contractor shall be entitled to an extension of Contract Time for delays or disruptions due to unusually severe weather in excess of weather normally experienced at the job site, as determined from climatological data set forth by the National Weather Service and which affects the Project's critical path. Contractor shall bear the entire economic risk of all weather delays and disruptions. Contractor shall not be entitled to any increase in the Contract Price by reason of such delays or disruptions. Upon Contractor reaching Substantial Completion, Owner and Contractor shall look back at the entire duration of the calendar day Project and review the totality of what Contractor claims were unusually severe weather disruptions. If the Project was delayed or disrupted due to unusually severe weather in General Conditions 007200-56 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC excess of weather normally experienced over the entire duration of the Project, Contractor may make a Claim for an extension of the Contract Time for delays or disruptions due to unusually severe weather in excess of weather normally experienced at the job site, as determined from climatological data set forth by the National Weather Service and which affects the Project's critical path. Any time extension granted shall be non-compensatory. 13.02 Claims Process A. Claims must be initiated by written notice. Notice must conspicuously state that it is a notice of a Claim in the subject line or first sentence. Notice must also list the date of first occurrence of the claimed event. B. Except for Claims resulting from unusually severe weather, notice of a Claim by Contractor must be in writing and delivered to the Owner, Designer and the OAR within 14 days after the start of the event giving rise to the Claim. Failure by Contractor to submit written notice of a Claim within 14 days shall constitute a waiver of such Claim. C. Submit the complete Claim with supporting documentation to Owner no later than 60 days after the start of the event giving rise to the Claim (unless Designer allows additional time for claimant to submit additional or more accurate data in support of such Claim). The Claim must be signed and sworn to by Contractor, certifying that the Claim is made in good faith, that the supporting data is accurate and complete, and that to the best of Contractor's knowledge and belief,the relief requested accurately reflects the full compensation to which Contractor is entitled. Failure by Contractor to submit the Claim within 60 days shall constitute a waiver of such Claim. D. Any Claims by Contractor that are not brought within 90 days following the termination of the Contract are waived and shall be automatically deemed denied. E. Claims by Owner must be submitted by written notice to Contractor. F. The responsibility to substantiate a Claim rests with the entity making the Claim. Claims must contain sufficient detail to allow the other party to fully review the Claim. 1. Claims seeking an adjustment of Contract Price must include the Contractor's job cost report. Provide additional documentation as requested by OAR or Designer. 2. Claims seeking an adjustment of Contract Time must include a Time Impact Analysis and native schedule files in Primavera or MS Project digital format. Provide additional documentation as requested by OAR or Designer. G. Claims by Contractor against Owner and Claims by Owner against Contractor, including those alleging an error or omission by Designer but excluding those arising under Section 7.12,shall be referred initially to Designer for consideration and recommendation. H. Designer will review a Claim by Contractor within 30 days of receipt of the Claim and take one or more of the following actions: 1. Request additional supporting data from the party who made the Claim; 2. Issue a recommendation; 3. Suggest a compromise; or General Conditions 007200-57 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 4. Advise the parties that Designer is not able to make a recommendation due to insufficient information or a conflict of interest. I. If the Designer does not take any action, the Claim shall be deemed denied 30 days after receipt of the Claim. J. Following receipt of Designer's initial recommendation regarding a Claim,the Contractor and the Owner shall seek to resolve the Claim through the exchange of information and direct negotiations. If no agreement is reached within 90 days, the Claim shall be deemed denied. The Owner and Contractor may extend the time for resolving the Claim by mutual agreement. Notify OAR of any actions taken on a Claim. K. If the entity receiving a Claim approves the Claim in whole or in part or denies it in whole or in part, this action is final and binding unless the other entity invokes the procedure described in Article 22 for final resolution of disputes by filing a notice of appeal within 30 days after this action. L. If the Owner and Contractor reach a mutual agreement regarding a Claim, the results of the agreement or action on the Claim will be incorporated in a Change Order by the OAR to the extent they affect the Contract Documents, the Contract Price, or the Contract Times. M. Both parties shall continue to perform all obligations under the Agreement during the pendency of any dispute or disagreement relating to this Agreement, unless performance would be impracticable or impossible under the circumstances. N. Any failure of Contractor to comply with any of the foregoing conditions precedent with regard to any such Claim shall constitute a waiver of any entitlement to submit or pursue such Claim. O. Receipt and review of a Claim by City shall not be construed as a waiver of any defenses to the Claim available to the City under the Contract Documents or at law. ARTICLE 14—PREVAILING WAGE RATE REQUIREMENTS 14.01 Payment of Prevailing Wage Rates A. Contractor and any Subcontractors employed on this Project shall pay not less than the rates established by the Owner as required by Texas Government Code Chapter 2258. B. Contractor and its Subcontractors are required to pay Davis-Bacon Wage Rates. C. Contractor and its Subcontractors are required to pay laborers and mechanics an overtime rate of not less than one and one-half times the basic rate for all hours worked in excess of forty hours in a given workweek. 14.02 Records A. In accordance with Tex. Gov't Code§2258.024,the Contractor and its Subcontractors, if any, shall keep a record showing: 1. The name and occupation of each worker employed by the Contractor or Subcontractor in the construction of the Work; and 2. The actual per diem wages paid to each worker. General Conditions 007200-58 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC B. The record shall be open at all reasonable hours to inspection by the officers and agents of the Owner. 14.03 Liability; Penalty; Criminal Offense A. Tex. Gov't Code §2258.003 — Liability: An officer, agent, or employee of the Owner is not liable in a civil action for any act or omission implementing or enforcing Chapter 2258 unless the action was made in bad faith. B. Tex. Gov't Code §2258.023(b)— Penalty: Any Contractor or Subcontractor who violates the requirements of Chapter 2258,shall pay to the Owner,on whose behalf the Contract is made, $60 for each worker employed on each calendar day or part of the day that the worker is paid less than the wage rates stipulated in the Contract. C. Tex. Gov't Code §2258.058—Criminal Offense: 1. An officer, agent, or representative of the Owner commits an offense if the person willfully violates or does not comply with a provision of Chapter 2258. 2. Any Contractor or Subcontractor, or an agent or representative of the Contractor or Subcontractor, commits an offense if the person violates Tex. Gov't Code §2258.024. 3. An offense is punishable by: a. A fine not to exceed $500; b. Confinement in jail for a term not to exceed 6 months; or c. Both a fine and confinement. 14.04 Prevailing Wage Rates A. Use the Prevailing Wage Rates specified in the Supplementary Conditions. ARTICLE 15—COST OF THE WORK;ALLOWANCES; UNIT PRICE WORK 15.01 Cost of the Work A. The Cost of the Work is the sum of costs described in this Paragraph 15.01, except those excluded in Paragraph 15.01.D, necessary for the proper performance of the Work. The provisions of this Paragraph 15.01 are used for two distinct purposes: 1. To determine Cost of the Work when Cost of the Work is a component of the Contract Price under cost-plus,time-and-materials, or other cost-based terms; or 2. To determine the value of a Change Order, Change Proposal, Claim, set-off, or other adjustment in Contract Price. B. Contractor is entitled only to those additional or incremental costs required because of the change in the Work or because of the event giving rise to the adjustment when the value of the adjustment is determined on the basis of the Cost of the Work. General Conditions 007200-59 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC C. Costs included in the Cost of the Work may not exceed the prevailing costs in the proximate area of the Site for similar work unless agreed to by the Owner. Cost of the Work includes only the following items: 1. Payroll costs for Contractor's employees performing the Work, including one foreman per crew, and other required and agreed upon personnel for the time they are employed on the Work. Employees are to be paid according to wage rates for job classifications as agreed to by Owner. Where the Cost of the Work is being used under provisions of Paragraph 15.01.A.2, rates paid for this Work are to be the same as paid for Contract Work as established by certified payroll. Payroll costs may include: a. Actual costs paid for salaries and wages; b. Actual cost paid for fringe benefits, which may include: 1) Social security contributions, 2) Unemployment, 3) Excise and payroll taxes, 4) Workers' compensation, 5) Health and retirement benefits, 6) Bonuses, and 7) Paid time off for sick leave,vacations, and holidays; and c. Actual cost of additional compensation paid for performing Work outside of regular working hours, on Sunday or legal holidays, to the extent authorized by Owner. 2. Cost of materials and equipment furnished and incorporated in the Work, including transportation and storage costs and required Suppliers'field services. Contractor may retain cash discounts unless Owner provided funds to the Contractor for early payment of these materials and equipment. Cash discounts are to be credited to Owner if the Owner provides funds for early payment. Make provisions for trade discounts, rebates, refunds, and returns from sale of surplus materials and equipment and reduce the Cost of the Work by these amounts. 3. Payments made by Contractor to Subcontractors for Work performed by Subcontractors. Obtain competitive bids from Subcontractors acceptable to Owner unless Owner agrees to use Subcontractors proposed by the Contractor. Bids are to be opened in the presence of the OAR and other designated members for the OPT. Provide copies of bids to the OAR to use in determining,with the OPT,which bids are acceptable. The Subcontractor's Cost of the Work and fee are determined in the same manner as Contractor's Cost of the Work and fee as provided in this Paragraph 15.01 if the subcontract provides that the Subcontractor is to be paid on the basis of Cost of the Work plus a fee. 4. Supplemental costs including the following: a. The proportion of necessary transportation, travel, and subsistence expenses of Contractor's employees incurred in discharge of duties connected with the Work; b. Costs of materials, supplies, equipment, machinery, appliances, office, and temporary facilities at the Site including transportation and maintenance costs; General Conditions 007200-60 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC c. Costs of hand tools not owned by the workers consumed in the performance of the Work. Costs of hand tools not owned by the workers which are used but not consumed in the performance of the Work and which remain the property of Contractor, less their market value when Work is completed; d. For Contractor-and Subcontractor-owned machinery,trucks, power tools or other equipment, use the FHWA rental rates found in the Rental Rate Blue Book ("Blue Book") multiplied by the regional adjustment factor and the rate adjustment factor to establish hourly rates. Use the rates in effect for each section of the Blue Book at the time of use. Payment will be made for the actual hours used in the Work. 1) Standby costs will be paid at SO% of the FHWA rental rates found in the Blue Book if Contractor is directed by Owner in writing to standby. Standby costs will not be allowed during periods when the equipment would otherwise have been idle. For a six-day work week, no more than eight hours per a 24-hour day, no more than 48 hours per week and no more than 208 hours per month shall be paid of standby time. Operating costs shall not be charged by Contractor. e. Rental of construction equipment, including the costs of transporting, loading, unloading, assembling, dismantling, and removing construction equipment, whether rented from Contractor or others, in accordance with rental agreements approved by Owner. Costs for rental of equipment will not be paid when the equipment is no longer necessary for the Work. Justify idle time for equipment by demonstrating that it was necessary to keep equipment on Site for related future Work; 1) The hourly rate shall be determined by dividing the actual invoice cost by the actual number of hours the equipment is involved in the Work. Owner reserves the right to limit the hourly rate to comparable Blue Book rates. 2) If Contractor is directed to standby in writing by Owner, standby costs will be paid at the invoice daily rate excluding operating costs, which includes fuel, lubricants, repairs and servicing. f. Applicable sales, consumer, use, and other similar taxes related to the Work for which the Owner is not exempt, and which Contractor pays consistent with Laws and Regulations; g. Deposits lost for causes other than negligence of Contractor's Team; h. Royalty payments and fees for permits and licenses; i. Cost of additional utilities,fuel, and sanitary facilities at the Site; j. Minor expense items directly required by the Work; and k. Premiums for Bonds and insurance required by the Contract Documents. D. The Cost of the Work does not include the following items: 1. Payroll costs and other compensation of Contractor's officers, executives, principals of partnerships and sole proprietorships, general managers, safety managers, superintendents, engineers, architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents, expediters, clerks, and other personnel employed General Conditions 007200-61 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC by Contractor, whether at the Site or in Contractor's principal or branch office, for general administration of the Work and not specifically included in the agreed upon schedule of job classifications referred to in Paragraph 15.01.C.1 or specifically covered by Paragraph 15.01.C.4. These administrative costs are covered by the Contractor's fee. 2. Office expenses other than Contractor's office at the Site. 3. Any part of Contractor's capital expenses, including interest on Contractor's capital employed for the Work and charges against Contractor for delinquent payments. 4. Costs due to the actions of Contractor's Team for the correction of Defective Work, disposal of materials or equipment that do not comply with Specifications, and correcting damage to property. 5. Losses, damages, and related expenses caused by damage to the Work or sustained by Contractor in connection with the performance of the Work. Contractor is entitled to recover costs if covered by insurance provided in accordance with Article 6. Such losses may include settlements made with the approval of Owner. Do not include these losses, damages, and expenses in the Cost of the Work when determining Contractor's fee. 6. Any Indemnified Cost paid with regard to Contractor's indemnification of Owner. 7. Other overhead or general expense costs and the costs of items not described in Paragraphs 15.01.C. E. The Contractor's fee for profit and overhead is determined as follows: 1. In accordance with the Agreement when the Work is performed on a cost-plus basis; 2. A mutually acceptable fixed fee; or 3. A fee based on the following percentages of the various portions of the Cost of the Work: a. The Contractor's fee is 15 percent for costs incurred under Paragraphs 15.01.C.1, 15.01.C.2 and 15.01.C.4; b. The Contractor's fee is 5 percent for costs incurred under Paragraph 15.01.C.3; C. Fees are to be determined as follows where one or more tiers of subcontracts are used: 1) The Subcontractor's fee is 15 percent for costs incurred under Paragraphs 15.01.C.1 and 15.01.C.2 for the Subcontractor that actually performs the Work at whatever tier; 2) The Subcontractor's fee is 5 percent for costs incurred under Paragraph 15.01.C.4 for the Subcontractor that actually performs the Work at whatever tier; and 3) The Contractor and Subcontractors of a tier higher than that of the Subcontractor that actually performs the Work are to be allowed a fee of 5 percent of the fee plus underlying costs incurred by the next lower tier Subcontractor. d. No fee is payable on the basis of costs itemized under Paragraph 15.01.D; General Conditions 007200-62 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC e. Five percent of the net decrease in the cost is to be deducted for changes which result in a net decrease in Contract Price; and 4. The adjustment in Contractor's fee is based on the net change in accordance with Paragraphs 15.05.13.1 through 15.05.13.5, inclusive when both additions and credits are involved in any one change. F. Establish and maintain records in accordance with generally accepted accounting practices and submit these records, including an itemized cost breakdown together with supporting data, in a form and at intervals acceptable to OAR whenever the Cost of the Work is to be determined pursuant to this Paragraph 15.01. 15.02 Allowances A. Include allowances specified in the Contract Documents in the Contract Price and provide Work covered by the allowance as authorized by the Owner through the OAR. B. Contractor agrees that: 1. The cash allowance is used to compensate the Contractor for the cost of furnishing materials and equipment for the Work covered by the allowance item in the Contract Documents. Cost may include applicable taxes. Make provisions for trade discounts, rebates, and refunds and reduce the allowance costs by these amounts. 2. Contractor's costs for unloading and handling on the Site, labor, installation, overhead, profit, and other expenses contemplated for the cash allowances have been included in the Contract Price and not in the allowances; and 3. Costs for cash allowances and installation costs as described in Paragraphs 15.02.13.1 and 15.02.13.2 above are included in the Contract Price. C. OAR will issue a Change Order to adjust the Contract Price by the difference between the allowance amount and the actual amount paid by Contractor for Work covered by the allowance. The Change Order will be issued at the time costs are incurred by Contractor for Work covered by the allowance and this Work is included on the Application for Payment. 15.03 Unit Price Work A. The initial Contract Price for Unit Price Work is equal to the sum of the unit price line items in the Agreement. Each unit price line item amount is equal to the product of the unit price for each line item times the estimated quantity of each item as indicated in the Contract. B. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the purpose of comparing Bids and determining an initial Contract Price. Payments to Contractor for Unit Price Work are to be based on actual quantities measured for Work in place. C. Each unit price is deemed to include an amount considered by Contractor to be adequate to cover Contractor's overhead and profit for each separately identified item. D. OAR is to determine the actual quantities and classifications of Unit Price Work performed by Contractor to be incorporated into each Application for Payment. OAR's decision on actual quantities is final and binding, subject to the provisions of Paragraph 15.03.E. General Conditions 007200-63 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC E. Contractor may submit a Change Proposal,or Owner may file a Claim,seeking an adjustment in the Contract Price within 30 days of OAR's decision under Paragraph 15.03.D, if: 1. The total cost of a particular item of Unit Price Work amounts to 20 percent or more of the total Contract Price and the variation in the quantity of that particular item of Unit Price Work performed by the Contractor differs by more than 20 percent from the estimated quantity of an item indicated in the Contract; 2. There is no corresponding adjustment with respect to other items of Work; and 3. Contractor believes it has incurred additional expense as a result of this condition or Owner believes that the quantity variation entitles Owner to an adjustment in the Contract Price. 15.04 Contingencies A. Contingency funds may be included in the Contract Price to pay for Work not defined specifically by the Contract Documents that is essential to the completion of the Project. Contingency funds will be as described in the Contract. B. The contingency funds may be used for costs incurred by the Contractor provided these costs are approved by the Owner. Costs are to be determined and documented in accordance with Paragraph 15.01. The contingency funds are not to be used for the following items: 1. Cost overruns due to changes in material costs after the Contract Price is established, unless specific price escalation provisions are made in the Contract. 2. Rework required to correct Defective Work. 3. Inefficiencies in completing the Work due to the Contractor's selected means, methods, sequences, or procedures of construction. 4. Work Contractor failed to include in the Contract Price. 5. Changes required by changes in Laws and Regulations enacted after the Contract Price is established. 6. Any Work that does not constitute a change in Scope in the Work included in the Contract Price. C. OAR is to issue a Change Order for approved expenditures from contingency funds. When the Change Order is issued, the costs are to be added to the Application for Payment. Contractor is to maintain a tabulation showing the contingency amount, adjustments to the contingency amount, and amounts remaining as the Project progresses. D. Any contingency amounts that are not included in a Change Order are retained bythe Owner. A Change Order will be issued to deduct unused contingency amounts from the Contract Price prior to Final Payment. General Conditions 007200-64 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC ARTICLE 16—TESTS AND INSPECTIONS;CORRECTION,REMOVAL,OR ACCEPTANCE OF DEFECTIVE WORK 16.01 Access to Work A. Provide safe access to the Site and the Work for the observation, inspection, and testing of the Work in progress. Contractor can require compliance with Contractor's safety procedures and programs as part of providing safe access. 16.02 Tests, Inspections and Approvals A. OPT may retain and pay for the services of an independent inspector, testing laboratory, or other qualified individual or entity to perform inspections. Notify OAR when the Work is ready for required inspections and tests. Provide adequate notice to allow for coordination with entities providing inspection or testing as determined by the OAR. Cooperate with inspection and testing personnel and assist with providing access for required inspections, tests, and handling test specimens or Samples. B. Arrange for and facilitate inspections, tests, and approvals required by Laws or Regulations of governmental entities having jurisdiction that require Work to be inspected, tested, or approved by an employee or other representative of that entity. Pay associated costs and furnish OAR with the required certificates of inspection or approval. C. Arrange, obtain, and pay for inspections and tests required: 1. By the Contract Documents, unless the Contract Documents expressly allocate responsibility for a specific inspection or test to OPT; 2. To attain OPT's acceptance of materials or equipment to be incorporated in the Work; 3. By manufacturers of equipment furnished under the Contract Documents; 4. For testing, adjusting, and balancing of mechanical, electrical, and other equipment to be incorporated into the Work; 5. For acceptance of materials, mix designs, or equipment submitted for approval prior to Contractor's purchase thereof for incorporation in the Work,- 6. ork;6. For re-inspecting or retesting Defective Work, including any associated costs incurred by the testing laboratory for cancelled tests or standby time; and 7. For retesting due to failed tests. D. Provide independent inspectors, testing laboratories, or other qualified individuals or entities acceptable to OPT to provide these inspections and tests. 16.03 Defective Work A. It is Contractor's obligation to ensure that the Work is not Defective. B. OPT has the authority to determine whether Work is Defective and to reject Defective Work. C. OAR is to notify Contractor of Defective Work of which OPT has actual knowledge. D. Promptly correct Defective Work. E. Take no action that would void or otherwise impair Owner's special warranties or guarantees when correcting Defective Work. General Conditions 007200-65 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC F. Pay claims, costs, losses,and damages arising out of or relating to Defective Work, including: 1. Costs for correction, removal, and replacement of Defective Work; 2. Cost of the inspection and testing related to correction of Defective Work; 3. Fines levied against Owner by governmental authorities because of Defective Work; and 4. Costs of repair or replacement of work of others resulting from Defective Work. 16.04 Acceptance of Defective Work A. Owner may elect to accept Defective Work instead of requiring correction or removal and replacement of Defective Work provided: 1. This acceptance occurs prior to final payment; 2. Designer confirms that the Defective Work is in general accordance with the design intent and applicable engineering or architectural principles; and 3. Designer confirms that acceptance of the Defective Work does not endanger public health or safety. B. Owner may impose a reasonable set-off against payments due under Article 17 for costs associated with OPT's evaluation of Defective Work to determine if it can be accepted and to determine the diminished value of the Work. Owner may impose a reasonable set-off against payments due under Article 17 if the parties are unable to agree as to the decrease in the Contract Price to compensate Owner for the diminished value of Defective Work accepted. OAR is to issue a Modification for acceptance of the Defective Work prior to final payment. Pay an appropriate amount to Owner if the acceptance of Defective Work occurs after final payment. 16.05 Uncovering Work A. OPT has the authority to require inspection or testing of the Work,whether or not the Work is fabricated, installed or completed. B. Work that is covered prior to approval of the OAR must be uncovered for OPT's observation if requested by OAR. Pay for uncovering Work and its subsequent restoration unless Contractor has given OAR timely notice of Contractor's intention to cover the Work and OAR fails to act with reasonable promptness in response to this notice. C. Provide necessary labor, material, and equipment and uncover, expose, or otherwise make available the portion of the Work suspected of being Defective for observation, inspection, or testing if OPT considers it necessary or advisable that covered Work be observed by Designer or inspected or tested by others as directed by the OAR. 1. Pay for claims, costs, losses, and damages associated with uncovering, exposing, observing, inspecting, and testing if it is found that the uncovered Work is Defective. Pay costs for correction of Defective Work. Pay for reconstruction, repair, or replacement of work of others resulting from the Defective Work if it is found that the uncovered Work is Defective. General Conditions 007200-66 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 16.06 Owner May Stop the Work A. Owner may order Contractor to stop the Work if: 1. The Work is Defective; 2. Contractor fails to supply sufficient skilled workers or suitable materials or equipment; or 3. Contractor performs Work that may fail to conform to the Contract Documents when completed. This stop work order is to remain in effect until the reason for the stop work order has been eliminated. Owner's right to stop the Work does not create a duty to exercise this right for the benefit of Contractor's Team or surety. 16.07 Owner May Correct Defective Work A. Owner may remedy deficiencies in the Work after 7 days' notice to Contractor if: 1. Contractor fails to correct Defective Work, or to remove and replace rejected Work as required by OPT; 2. Contractor fails to perform the Work in accordance with the Contract Documents; or 3. Contractor fails to comply with other provisions of the Contract Documents. B. Owner may: 1. Exclude Contractor from the Site; 2. Take possession of the Work and suspend Contractor's services related to the Work; and 3. Incorporate stored materials and equipment in the Work. C. Allow OPT access to the Site and off-Site storage areas to enable Owner to exercise the rights and remedies under this Paragraph 16.07. D. All claims, costs, losses, and damages incurred or sustained by Owner in exercising the rights and remedies under this Paragraph 16.07 are to be charged against Contractor as a set-off against payments due under Article 17. These claims, costs, losses, and damages include costs of repair and the cost of replacement of work of others destroyed or damaged by correction, removal, or replacement of Contractor's Defective Work. E. Contractor is not allowed an extension of the Contract Times because of delays in the performance of the Work attributable to the exercise of the Owner's rights and remedies under this Paragraph 16.07. ARTICLE 17—PAYMENTS TO CONTRACTOR;SET-OFFS;COMPLETION; CORRECTION PERIOD 17.01 Progress Payments A. Progress payment requests are to be submitted to the OAR on the Application for Payment form provided by the OAR following procedures in this Article 17. General Conditions 007200-67 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 1. Progress payments for lump sum Work are to be paid on the basis of the earned value to date at the amounts shown in the Schedule of Values submitted as required by Paragraph 17.03. Final payment will be for the total lump sum amount. 2. Progress payments for Unit Price Work are based on the number of units completed as determined under the provisions of Paragraph 15.03. 3. Progress payments for Work to be paid on the basis of the Cost of the Work per Paragraphs 15.01, 15.02 and 15.04 are to be paid for Work completed by Contractor during the pay period. B. Reduction in Payment by Owner: 1. Owner is entitled to impose a set-off against payment based on the following: a. Claims made against Owner or costs, losses,or damages incurred by Owner related to: 1) Contractor's conduct in the performance of the Work, including, but not limited to, workplace injuries, non-compliance with Laws and Regulations, or patent infringement; or 2) Contractor's failure to take reasonable and customary measures to avoid damage, delay, disruption, and interference with other work at or adjacent to the Site, including but not limited to, workplace injuries, property damage, and non-compliance with Laws and Regulations. b. Owner has been required to remove or remediate a Hazardous Environmental Condition for which Contractor is responsible; c. Work is Defective, or completed Work has been damaged by Contractor's Team, requiring correction or replacement; d. Owner has been required to correct Defective Work or complete Work in accordance with Paragraph 16.07; e. The Contract Price has been reduced by Change Orders; f. Events have occurred that would constitute a default by Contractor justifying a termination for cause; g. Liquidated damages have accrued as a result of Contractor's failure to achieve Milestones, Substantial Completion, or completion of the Work; h. Liens have been filed in connection with the Work, except where Contractor has delivered a specific Bond satisfactory to Owner to secure the satisfaction and discharge of these Liens; i. Failure to submit up-to-date record documents as required by the Contract Documents; j. Failure to submit monthly Progress Schedule updates or revised schedules as requested by the OAR; k. Failure to provide Project photographs required by the Contract Documents; I. Failure to provide Certified Payroll required by the Contract Documents; General Conditions 007200-68 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC m. Compensation for OPT for overtime charges of OAR or RPR, third review of documents, review of substitutions, re-inspection fees, inspections or designs related to correction of Defective Work, or other services identified as requiring payment by the Contractor; n. Costs for tests performed by the Owner to verify that Work previously tested and found to be Defective has been corrected; o. OPT has actual knowledge of the occurrence of events that would constitute a default by Contractor and therefore justify termination for cause under the Contract Documents with associated cost impacts; p. Other items entitling Owner to a set-off against the amount recommended; or q. Payment would result in an over-payment of the Contract Price. 2. Compensation for services of OPT staff is to be at the rates established by negotiations between OPT and Contractor. 3. OAR is to notify Contractor stating the amount and the reasons for an imposed set-off. The Owner is to pay the Contractor amounts remaining after deduction of the set-off. Owner is to pay the set-off amount agreed to by Owner and Contractor if Contractor remedies the reasons for the set-off. Contractor may submit a Change Proposal contesting the set-off. C. Delayed Payments: 1. No money shall be paid by Owner upon any claim, debt, demand, or account whatsoever, to any person, firm, or corporation who is in arrears to Owner for taxes; and Owner shall be entitled to counterclaim and automatically offset against any such debt, claim, demand,or account in the amount of taxes so in arrears and no assignment or transfer of such debt, claim, demand, or account after said taxes are due, shall affect the right of Owner to offset said taxes, and associated penalties and interest if applicable, against the same. 2. No payment will be made for Work authorized by a Work Change Directive until the Work Change Directive is incorporated into a Change Order. Payment can be included in an Application for payment when the Change Order is approved. D. The Owner is to pay the amount of payment recommended by the OAR within 30 days after receipt of the Application for Payment and accompanying documentation from the OAR. 17.02 Application for Payment A. Submit Applications for Payment for completed Work and for materials and equipment in accordance with the Supplementary Conditions, the Agreement, and this Article 17. The Contract Price is to include costs for: 1. Providing the Work in accordance with the Contract Documents; 2. Installing Owner furnished equipment and materials; 3. Providing Work for Alternates and Allowances; 4. Commissioning, start-up,training and initial maintenance and operation; 5. Acceptance testing in manufacturer's facilities or on Site; General Conditions 007200-69 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 6. All home office overhead costs and expenses, including profit made directly or indirectly for the Project; 7. Project management, Contract administration, field office, and field operations staff, including supervision, clerical support, and technology system support; 8. Professional services including design fees, legal fees, and other professional services; 9. Bonds and insurance; 10. Permits, licenses, patent fees, and royalties; 11. Taxes; 12. Providing all documents and Samples required by the Contract Documents; 13. Facilities and equipment at the Site including: a. Field offices, office furnishings, and all related office supplies, software, and equipment, b. Storage facilities for Contractor's use, storage facilities for stored materials and equipment, including spare parts storage, c. Shops, physical plant, construction equipment, small tools, vehicles, technology and telecommunications equipment, d. Safety equipment and facilities to provide safe access and working conditions for workers and for others working at the Site, e. Temporary facilities for power and communications, f. Potable water and sanitation facilities, and g. Mobilization and demobilization for all of these facilities and equipment; 14. Products, materials, and equipment stored at the Site or other suitable location; 15. Products, materials, and equipment permanently incorporated into the Project; 16. Temporary facilities for managing water, including facilities for pumping, storage, and treatment as required for construction and protection of the environment; 17. Temporary facilities for managing environment conditions and Constituents of Concern; 18. Temporary facilities such as sheeting, shoring, bracing, formwork, embankments, storage facilities, working areas, and other facilities required for construction of the Project; 19. Temporary and permanent facilities for protection of all overhead, surface, or underground structures or features; 20. Temporary and permanent facilities for removal, relocation, or replacement of any overhead, surface, or underground structures or features; 21. Products, materials, and equipment consumed during the construction of the Project; 22. Contractor labor and supervision to complete the Project, including that provided through Subcontractors or Suppliers; General Conditions 007200-70 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 23. Correcting Defective Work during the Contract Times, during the Correction Period, or as required to meet any warranty provision of the Contract Documents; 24. Risk associated with weather and environmental conditions, start-up, and initial operation of facilities including equipment, processes, and systems; 25. Contractor's safety programs, including management, administration, and training; 26. Maintenance of facilities, including equipment, processes, and systems until operation is transferred to Owner; 27. Providing warranties, extended or special warranties, or extended service agreements; 28. Cleanup and disposal of any and all surplus materials; and 29. Demobilization of all physical,temporary facilities not incorporated into the Project. B. Include the cost not specifically set forth as an individual payment item but required to provide a complete and functional system in the Contract Price. C. Provide written approval of the surety company providing Bonds for the Schedule of Values, Application for Payment form, and method of payment prior to submitting the first Application for Payment. Payment will not be made without this approval. D. OAR may withhold processing Applications for Payment if any of the following processes or documentation are not up to date: 1. Record Documents per Article 20. 2. Progress Schedule per Article 27. 3. Project photographs per Article 28. 4. Documentation required to comply with Owner's Minority / MBE / DBE Participation Policy. 5. Documentation required to substantiate any approved Project deviation, including overruns of Designer's estimated quantity. 6. Documentation required by funding agency, if applicable. 17.03 Schedule of Values A. Submit a detailed Schedule of Values for the Work at least 10 days prior to submitting the first Application for Payment. B. Submit the Schedule of Values in the form attached to the Application for Payment - Tabulation of Earned Value of Original Contract Performed. C. Do not submit an Application for Payment until the Schedule of Values has been approved by the OAR. D. If unit prices are included in the Contract, use each unit price line item in the Contract as a unit price line item in the Schedule of Values. E. Divide lump sum line items, including Subcontractor and Supplier amounts in the Schedule of Values into smaller components to allow more accurate determination of the earned value for each item. General Conditions 007200-71 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 1. Provide adequate detail to allow a more accurate determination of the earned value expressed as a percentage of Work completed for each item. 2. Line items may not exceed $50,000.00, unless they are for products, materials or equipment permanently incorporated into the Project that cannot be subdivided into units or subassemblies. 3. Lump sum items may be divided into an estimated number of units to determine earned value. a. The estimated number of units times the cost per unit must equal the lump sum amount for that line item. b. Contractor will receive payment for the lump sum for the line item, regardless of the number of units installed, unless an adjustment is made by Change Order. 4. Include Contractor's overhead and profit in each line item in proportion to the value of the line item to the Contract Price. 5. Include the cost not specifically set forth as an individual payment item but required to provide a complete and functional system in the Contract Price for each item. 6. These line items may be used to establish the value of Work to be added or deleted from the Project. 7. The sum of all values listed in the schedule must equal the total Contract Price. F. Subdivide each line item in the Schedule of Values into two payment components. The first component is the direct cost for products, materials, and equipment permanently incorporated into the Project. The second component is all other costs associated with the item in the Contract. The sum of the two components must equal the value of the line item in the Schedule of Values. G. Where a percentage of the line value is allowed for a specified stage of completion,show the value for each stage of completion as a component of that line item cost. 17.04 Schedule of Anticipated Payments and Earned Value A. Submit a schedule of the anticipated Application for Payments showing the application numbers, submission dates, and the anticipated amount to be requested. Incorporate retainage into the development of this schedule of anticipated payments. B. Submit a tabulation of the anticipated Total Earned Value of Fees, Work, and Materials to create a graphic (curve) representation of the anticipated progress on the Project each month. Adjust this table and curve to incorporate Modifications. Use this curve to compare actual progress on the Project each month by comparing the anticipated cumulative Total Earned Value of Fees, Work, and Materials to the actual Total Earned Value of Fees, Work, and Materials each month. Use the comparison of values to determine performance on budget and schedule. C. Update the Schedule of Payments as necessary to provide a reasonably accurate indication of the funds required to make payments each month to the Contractor for Work performed. General Conditions 007200-72 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 17.05 Basis for Payments A. Lump Sum Contracts: 1. Payment will be made for the earned value of Work completed during the payment period expressed as a percentage of Work completed for each line item during the payment period per the Contract Documents. 2. Payment amount is the value of Work completed per the Contract Documents multiplied by the percentage of Work completed. 3. Payment for lump sum items divided into an estimated number of units to determine earned value per Paragraph 17.03 will be made for the measured number of units. 4. Payment for stored materials and equipment will be made per Paragraph 17.06. B. Unit Price Contracts: 1. Payment will be made for the actual quantity of Work completed during the payment period and for materials and equipment stored during the payment period per the Contract Documents. a. Payment amount is the Work quantity measured per the Contract Documents multiplied by the unit prices for that line item in the Contract. b. Payment for stored materials and equipment will be made per Paragraph 17.06. 2. Measure the Work described in the Contract for payment. Payment will be made only for the actual measured and/or computed length, area, solid contents, number, and weight, unless other provisions are made in the Contract Documents. Payment on a unit price basis will not be made for Work outside finished dimensions shown in the Contract Documents. Include cost for waste, overages, and tolerances in the unit price for that line item. 17.06 Payment for Stored Materials and Equipment A. Store materials and equipment properly at the Site. 1. Payment will be made for the invoice amount less the specified retainage. 2. Payment for materials and equipment shown in the Application for Payment and attachments will be made for the invoice amount,up to the value shown in the Schedule of Values for that line item. Costs for material and equipment in excess of the value shown in the Schedule of Values may not be added to other line items. 3. Payment will be made in full for the value shown in the line item for products and materials if invoices for materials and equipment are less than the amount shown in the line item and it can be demonstrated that no additional materials or equipment are required to complete Work described in that item. 4. Provide invoices at the time materials are included on the Application for Payment and attachments. Include invoice numbers so that a comparison can be made between invoices and amounts included on the Application for Payment and attachments. B. Provide a bill of sale, invoice, or other documentation warranting that Owner has received the materials and equipment free and clear of Liens. Provide documentation of payment for General Conditions 007200-73 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC materials and equipment with the next Application for Payment. Adjust payment to the amount actually paid if this differs from the invoice amount. Remove items from the tabulation of materials and equipment if this documentation is not provided. Payment will not be made for material and equipment without documentation of payment. C. Contractors can be paid for non-perishable materials on hand stored at the site, provided that invoices are furnished to the City for verification of the material value, and that Contractor provides documents, satisfactory to the City,that show that the material supplier has been paid for the materials delivered to the work site. D. Provide evidence that the materials and equipment are covered by appropriate property insurance or other arrangements to protect Owner's interest. E. The Work covered by progress payments becomes the property of the Owner at the time of payment. The Contractor's obligations with regard to proper care and maintenance, insurance, and other requirements are not changed by this transfer of ownership until accepted in accordance with the General Conditions. F. Payment for materials and equipment does not constitute acceptance of the product. 17.07 Retainage and Set-Offs A. Retainage will be withheld from each Application for Payment per the Agreement. Retainage will be released per the General Conditions. B. Reduce payments for set-offs per the General Conditions. Include the appropriate attachment to the Application for Payment. 17.08 Procedures for Submitting an Application for Payment A. Submit a draft Application for Payment to the OAR each month at least 20 days before the date established in the Contract for Owner to make progress payments. Do not submit Applications for Payment more often than monthly. Review the draft Application for Payment with the OAR to determine concurrence with: 1. The earned value for each lump sum item including the value of properly stored and documented materials and equipment for each item in the original Contract. 2. The quantity of Work completed for each unit price item. 3. Set-offs included in the Application for Payment. 4. Values requested for materials and equipment consistent with invoices for materials and equipment. B. Submit Applications for Payment monthly through the OAR after agreement has been reached on the draft Application for Payment. 1. Number each application sequentially and include the dates for the application period. 2. Show the total amounts for earned value of original Contract performed, earned value for Work on approved Contract Amendments and Change Orders, retainage, and set- offs. Show total amounts that correspond to totals indicated on the attached tabulation for each. General Conditions 007200-74 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 3. Include Attachment A to show the earned value on each line item in the Schedule of Values for Work shown in the original Contract. 4. Include Attachment B to show the earned value on line items for approved Change Orders. Add items to Attachment B as Change Orders are approved. Change Orders must be approved before payment can be made on Change Order items. 5. Include Attachment Cto document set-offs required per the Contract Documents. Show each set-off as it is applied. Show a corresponding line item to reduce the set-off amount if a payment held by a set-off is released for payment. 6. Include Attachment D to allow tracking of invoices used to support amounts requested as materials in Attachments A and B. Enter materials to show the amount of the invoice assigned to each item in Attachment A or B if an invoice includes materials used on several line items. 7. Complete the certification stating that all Work, including materials and equipment, covered by this Application for Payment have been completed or delivered and stored in accordance with the Contract Documents,that all amounts have been paid for Work, materials, and equipment for which previous payments have been made by the Owner, and that the current payment amount shown in this Application for Payment is now due. C. Submit attachments in Portable Document Format (PDF): 1. Generate attachments to the Application for Payment using the Excel spreadsheet provided. 2. Submit PDF documents with adequate resolution to allow documents to be printed in a format equivalent to the document original. Documents are to be scalable to allow printing on standard 8-1/2 x 11 or 11 x 17 paper. 17.09 Responsibility of Owner's Authorized Representative A. OAR will review draft Application for Payment with Contractor to reach an agreement on the values that will be recommended for payment by the OAR. B. OAR will review Application for Payment submitted by Contractor to determine that the Application for Payment has been properly submitted and is in accordance with the agreed to draft Application for Payment. C. OAR is to either recommend payment of the Application for Payment to Owner or notify the Contractor of the OPT's reasons for not recommending payment. Contractor may make necessary corrections and resubmit the Application for Payment if it is not recommended within 10 days after receipt of the notice. OAR will review resubmitted Application for Payment and reject or recommend payment of the Application for Payment to Owner as appropriate. D. OAR's recommendation of the Application for Payment constitutes a representation by OPT that based on their experience and the information available: 1. The Work has progressed to the point indicated; 2. The quality of the Work is generally in accordance with the Contract Documents; and 3. Requirements prerequisite to payment have been met. General Conditions 007200-75 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC E. This representation is subject to: 1. Further evaluation of the Work as a functioning whole; 2. The results of subsequent tests called for in the Contract Documents; or 3. Any other qualifications stated in the recommendation. F. OPT does not represent by recommending payment: 1. Inspections made to check the quality or the quantity of the Work as it has been performed have been exhaustive, extended to every aspect of the Work in progress, or involved detailed inspections of the Work; or 2. Other matters or issues between the parties that might entitle Contractor to additional compensation or entitle Owner to withhold payment to Contractor may or may not exist. G. Neither OPT's review of Contractor's Work for the purposes of recommending payments nor OAR's recommendation of payment imposes responsibility on OPT: 1. To supervise, direct, or control the Work; 2. For the means, methods, techniques, sequences, or procedures of construction, or safety precautions and programs; 3. For Contractor's failure to comply with Laws and Regulations applicable to Contractor's performance of the Work; 4. To make examinations to ascertain how or for what purposes Contractor has used the monies paid on account of the Contract Price; or 5. To determine that title to the Work, materials, or equipment has passed to Owner free and clear of Liens. 17.10 Contractor's Warranty of Title A. Contractor warrants and guarantees that title to the Work, materials, and equipment furnished under the Contract is to pass to Owner free and clear of Liens, title defects, and patent, licensing, copyright, or royalty obligations no later than 7 days after the time of payment by Owner of the Application for Payment which includes these items. 17.11 Substantial Completion A. Notify OAR when Contractor considers the entire Work substantially complete and request a Certificate of Substantial Completion. B. OPT is to inspect the Work within 30 days after Contractor's notification to determine if the Work is substantially complete. OAR, within 120 days after receipt of Contractor's notification, is to either issue the Certificate of Substantial Completion which sets the date of Substantial Completion or notify Contractor of the reasons the Project is not considered to be substantially complete. General Conditions 007200-76 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC C. The OPT and Contractor are to meet to discuss Owner's use or occupancy of the Work following Substantial Completion. Items to be discussed at this meeting include: 1. Review of insurance policies with respect to the end of the Contractor's coverage, and confirm the transition to coverage of the Work under a permanent property insurance policy held by Owner; 2. Owner's assumption of responsibility for security, operation, protection of the Work, maintenance, and utilities upon Owner's use or occupancy of the Work; 3. Contractor's obligations for operations and maintenance during performance and acceptance testing; 4. Contractor's access to the Site to complete punch list items; and 5. Procedures for correction of Defective Work during the 1-year correction period. 17.12 Partial Utilization A. Owner may use or occupy substantially completed parts of the Work which are specifically identified in the Contract Documents, or which OPT and Contractor agree constitutes a separately functioning and usable part of the Work prior to Substantial Completion of the Work. Owner must be able to use that part of the Work for its intended purpose without significant interference with Contractor's performance of the remainder of the Work. Contractor and OPT are to follow the procedures of Paragraph 17.11 for this part of the Work. B. No use or occupancy or separate operation of part of the Work may occur prior to compliance with the requirements of Article 6. 17.13 Final Inspection A. OPT is to make a final inspection upon notice from Contractor that the entire Work or portion to be accepted is complete. OAR is to notify Contractor of Work determined to be incomplete or Defective. Immediately take corrective measures to complete the Work and correct Defective Work. 17.14 Final Application for Payment A. Include adjustments to the Contract Price in the final Application for Payment for: 1. Approved Change Orders and Contract Amendments, 2. Allowances not previously adjusted by Change Order, 3. Deductions for Defective Work that has been accepted by the Owner, 4. Penalties and bonuses, 5. Deductions for liquidated damages, 6. Deduction for all final set-offs, and 7. Other adjustments if needed. B. OAR will prepare a final Change Order reflecting the approved adjustments to the Contract Price which have not been covered by previously approved Change Orders and if necessary reconcile estimate unit price quantities with actual quantities. General Conditions 007200-77 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 17.15 Final Payment A. Make final Application for Payment after completing required corrections identified during the final inspection and delivering items and documents required by the Contract Documents. Provide the following with the final Application for Payment: 1. Consent of Surety to Final Payment acknowledging unsettled disputes; and 2. Certification of Payment of Debts and Claims or Certification of Release of Liens or furnish receipts or releases in full from Subcontractors and Suppliers. B. OAR is to either recommend payment of the final Application for Payment to Owner if OPT is satisfied that the Work has been completed and Contractor's other obligations under the Contract Documents have been fulfilled or notify the Contractor of the OPT's reasons for not recommending final payment. C. The Work is complete, subject to surviving obligations, when it is ready for final payment as established by the OAR's recommendation of payment of the final Application for Payment to Owner and the issuance of a Certificate of Final Completion. D. The Owner is to pay the amount of final payment recommended by the OAR within 30 days after receipt of the final Application for Payment and accompanying documentation from the OAR. 17.16 Waiver of Claims A. The making of final payment does not constitute a waiver by Owner of claims or rights against Contractor. Owner expressly reserves claims and rights arising from: 1. Unsettled Liens or claims for non-payment; 2. Defective Work appearing after final inspection; 3. Contractor's failure to comply with the Contract Documents or the terms of specified special guarantees; or 4. Contractor's continuing obligations under the Contract Documents. B. Contractor waives claims and rights against Owner by accepting final payment with the exception of those Claims made in accordance with the provisions of Article 22 and specifically noted in the Certificate of Final Completion. 17.17 Correction Period A. Promptly correct Defective Work without cost to Owner for 1 year after the date of Substantial Completion or, in the event of a latent defect, within 1 year after discovery thereof by City. B. Promptly correct damages to the Site or adjacent areas that Contractor has arranged to use through construction easements or other agreements. Promptly correct damages to Work or the work of others. Make corrections without cost to Owner. C. Owner may have the Defective Work and damages described in Paragraphs 17.17.A and 17.17.13 corrected if Contractor does not comply with the terms of OAR's instructions, or in an emergency where delay would cause serious risk of loss or damage. General Conditions 007200-78 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC D. Contractor's obligation to indemnify Owner for claims arising out of or related to the correction of Defective Work are as set forth in Paragraph 7.14. E. The correction period starts to run from the date when a specific item of equipment or system is placed in continuous beneficial use by Owner before Substantial Completion of Work if so provided in the Specifications or if accepted for beneficial use by the Owner. F. Contractor's obligations under this Paragraph 17.17 are in addition to other obligations or warranties. The provisions of this Paragraph 17.17 are not a substitute for, or a waiver of, the provisions of applicable statutes of limitation or repose. ARTICLE 18—SUSPENSION OF WORK AND TERMINATION 18.01 Owner May Suspend Work A. Owner may suspend the Work or a portion of the Work for a period of not more than 90 consecutive days, at any time and without cause, by notice to Contractor. This notice fixes the date on which Contractor is to resume Work. Contractor is entitled to adjustments in the Contract Price and Contract Times directly attributable to this suspension only if efforts are made to mitigate the cost impacts of the suspension. Meet with the Owner within 10 days of the notice of suspension to discuss specific strategies to reduce or eliminate the cost of delays. Submit a Change Proposal seeking an adjustment no later than 30 days after the date fixed for resumption of Work. 18.02 Owner May Terminate for Cause A. The occurrence of one or more of the following events constitutes a default by Contractor and justifies termination for cause: 1. Contractor's persistent failure to perform the Work in accordance with the Contract Documents, including failure to supply sufficient skilled workers or suitable materials or equipment; 2. Failure to adhere to the Progress Schedule; 3. Failure of the Contractor to provide a satisfactory replacement Bond or insurance in the event either is lost or canceled; 4. Failure of Contractor to maintain financial solvency to adequately complete the Project as indicated by one or more of the following: a. A petition of bankruptcy is filed by or against Contractor, b. Contractor is adjudged as bankrupt or insolvent, c. Contractor or surety makes a general assignment for the benefit of creditors, d. A receiver is appointed for the benefit of Contractor's creditors, or e. A receiver is appointed on account of Contractor's insolvency; 5. Contractor's disregard of Laws or Regulations of public bodies having jurisdiction; 6. Contractor's repeated disregard of the authority of OPT; 7. Contractor's failure to prosecute the work with diligence; or General Conditions 007200-79 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 8. Contractor's other material breach of the contract. B. Contractor and surety must provide adequate assurance of future performance in accordance with the Contract Documents that is satisfactory to Owner if Contractor is believed to be in financial distress due to the existence of one or more of the indicators listed in Paragraph 18.02.A.4. Owner may terminate Contractor's performance under this Contract if Contractor and surety fail to provide adequate documentation satisfactory to Owner within 10 days of OAR's request for this information. C. Owner may declare Contractor to be in default, give notice to Contractor and surety that Contractor's performance under the Contract is terminated, and enforce the rights available to Owner under the Performance Bond after giving Contractor and surety 10 days' notice that one or more of the events identified in Paragraph 18.02.A has occurred. D. Owner may exclude Contractor from the Site, take possession of the Work, incorporate the materials and equipment stored and complete the Work as Owner may deem expedient if Owner has terminated Contractor's performance under the Contract for cause. E. Owner may elect not to proceed with termination of Contractor's performance under the Contract under this Paragraph 18.02 if Contractor begins to cure the cause for termination within 7 days of receipt of notice of intent to terminate. F. Contractor is not entitled to receive further payments until the Work is completed if Owner proceeds as provided in this Paragraph 18.02. The amount of the Contract Price remaining is to be paid to the Contractor if the unpaid balance exceeds the cost to complete the Work. The cost to complete the Work may include related claims, costs, losses, damages, and the fees and charges of engineers, architects, attorneys, and other professionals retained by Owner. Pay the difference to Owner if the cost to complete the Work including related claims, costs, losses, and damages exceeds the unpaid balance of the Contract Price. Owner is not required to obtain the lowest price for the Work performed when exercising its rights or remedies under this paragraph. G. Termination of Contractor's performance does not affect the rights or remedies of Owner against Contractor or against surety under the Payment Bond or Performance Bond. Owner does not release Contractor from liability by paying or retaining money due Contractor. H. In the event the Owner terminates the contract for cause, and it is later determined that cause for termination was lacking, the termination will be deemed a termination without cause under Paragraph 18.03. 18.03 Owner May Terminate For Convenience A. Owner may terminate the Contract without cause after giving 7 days' notice to Contractor of the effective date of termination. Contractor is to be paid for the following if Owner terminates for convenience: 1. Work completed in accordance with the Contract Documents prior to the effective date of termination; 2. Actual costs sustained prior to the effective date of termination for Work in progress, plus a fee calculated in accordance with Paragraph 15.05; and 3. Reasonable expenses directly attributable to termination, including costs incurred to prepare a termination for convenience cost proposal. General Conditions 007200-80 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC B. No payment is payable to Contractor for loss of anticipated overhead, profits or revenue, or other economic loss arising out of or resulting from this termination. ARTICLE 19— PROJECT MANAGEMENT 19.01 Work Included A. Furnish resources required to complete the Project with an acceptable standard of quality within the Contract Times. B. Construct Project in accordance with current safety practices. C. Manage Site to allow access to Site and control construction operations. D. Construct temporary facilities to provide and maintain control over environmental conditions at the Site. Remove temporary facilities when no longer needed. E. Provide temporary controls for pollutions, management of water and management of excess earth. 19.02 Quality Assurance A. Employ competent workmen,skilled in the occupation for which they are employed. Provide Work meeting quality requirements of the Contract Documents. B. Remove Defective Work from the Site immediately unless provisions have been made and approved by the OPT to allow repair of the product at the Site. Clearly mark Work as Defective until it is removed or allowable repairs have been completed. 19.03 Document Submittal A. Provide documents in accordance with Article 24. 1. Provide copies of Supplier's printed storage instructions prior to furnishing materials or products and installation instructions prior to beginning the installation. 2. Incorporate field notes,sketches, recordings,and computations made by the Contractor in Record Data. 19.04 Required Permits A. Obtain building permits for the Project from the local authorities having jurisdiction. Pay building permit fees and include this cost in the Contract Price. B. Obtain environmental permits required for construction at the Site. C. Provide required permits for transporting heavy or oversized loads. D. Provide other permits required to conduct any part of the Work. E. Arrange for inspections and certification by agencies having jurisdiction over the Work. F. Make arrangements with private utility companies and pay for fees associated with obtaining services, or for inspection fees. G. Retain copies of permits and licenses at the Site and observe and comply with all regulations and conditions of the permit or license. General Conditions 007200-81 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 19.05 Safety Requirements A. Manage safety to protect the safety and welfare of persons at the Site. B. Provide safe access to move through the Site. Provide protective devices to warn and protect from hazards at the Site. C. Provide safe access for those performing tests and inspections. D. Comply with latest provisions of the Occupational Health and Safety Administration and other Laws and Regulation. E. Cooperate with accident investigations. Provide two copies of all reports,including insurance company reports, prepared concerning accidents, injury, or death related to the Project to the OAR as Record Data per Article 26. 19.06 Access to the Site A. Maintain access to the facilities at all times. Do not obstruct roads, pedestrian walks, or access to the various buildings, structures, stairways, or entrances. Provide safe access for normal operations during construction. B. Provide adequate and safe access for inspections. Leave ladders, bridges, scaffolding, and protective equipment in place until inspections have been completed. Construct additional safe access if required for inspections. C. Use roadways for construction traffic only with written approval of the appropriate representatives of each entity. Obtain written approval to use roads to deliver heavy or oversized loads to the Site. Furnish copies of the written approvals to the Owner as Record Data per Article 26. 19.07 Contractor's Use of Site A. Limit the use of Site for Work and storage to those areas designated on the Drawings or approved by the OAR. Coordinate the use of the premises with the OAR. B. Provide security at the Site as necessary to protect against vandalism and loss by theft. C. Do not permit alcoholic beverages or illegal substances on the Site. Do not allow persons under the influence of alcoholic beverages or illegal substances to enter or remain on the Site at any time. Persons on Site under the influence of alcoholic beverages or illegal substances will be permanently prohibited from returning to the Site. Criminal or civil penalties may also apply. D. Park construction equipment in designated areas only and provide spill control measures. E. Park employees'vehicles in designated areas only. F. Obtain written permission of the Owner before entering privately-owned land outside of the Owner's property, rights-of-way, or easements. G. Do not allow the use of audio devices, obnoxious, vulgar or abusive language, or sexual harassment in any form. These actions will cause immediate and permanent removal of the offender from the premises. Criminal or civil penalties may apply. General Conditions 007200-82 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC H. Require Workers to wear clothing that is inoffensive and meets safety requirements. Do not allow sleeveless shirts, shorts, exceedingly torn, ripped, or soiled clothing to be worn on the Project. I. Do not allow firearms or weapons of any sort to be brought on to the Site under any conditions. No exception is to be made for persons with concealed handgun permits. Remove any firearms or weapons and the person possessing these firearms or weapons immediately from the Site. 19.08 Protection of Existing Structures and Utilities A. Examine the Site and review the available information concerning the Site. Locate utilities, streets, driveways, fences, drainage structures, sidewalks, curbs, and gutters. Verify the elevations of the structures adjacent to excavations. Report any discrepancies from information in the Contract Documents to the OAR before beginning construction. B. Determine if existing structures, poles, piping, or other utilities at excavations will require relocation or replacement. Prepare a Plan of Action and coordinate Work with local utility companies and others for the relocation or replacement. C. Protect buildings, utilities, street surfaces, driveways, sidewalks, curb and gutter, fences, wells, drainage structures, piping, valves, manholes, electrical conduits, and other systems or structures unless they are shown to be replaced or relocated on the Drawings. Restore damaged items to the satisfaction of the OPT and utility owner. D. Carefully support and protect all structures and/or utilities so that there will be no failure or settlement where excavation or demolition endangers adjacent structures and utilities. Do not take existing utilities out of service unless required by the Contract Documents or approved by the OAR. Notify and cooperate with the utility owner if it is necessary to move services, poles, guy wires, pipelines, or other obstructions. E. Protect existing trees and landscaping at the Site. 1. Identify trees that may be removed during construction with OPT. 2. Mark trees to be removed with paint. 3. Protect trees to remain from damage by wrapping trunks with 2 x 4 timbers around the perimeter, securely wired in place, where machinery must operate around existing trees. Protect branches and limbs from damage by equipment. 4. Protect root zone from compaction. 19.09 Pre-Construction Exploratory Excavations A. Excavate and expose existing pipelines that cross within 20 feet of Project pipelines prior to any Work. Survey the line to determine its exact vertical and horizontal location at each point the existing pipeline may potentially conflict with the Work. B. Excavate and expose existing parallel pipelines at 300 feet intervals (maximum) for existing pipelines which are within 10 feet of Project pipelines. Survey the line to determine its exact vertical and horizontal location at each point where the line is excavated and exposed. General Conditions 007200-83 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC C. Prepare a Plan of Action indicating the owner of pipelines excavated and surveyed and all pertinent survey data, including the station where lines cross or conflicts may exist and the distance to the pavement centerline and elevations of the top of existing pipelines. D. Do not perform Work on the Project until all exploratory excavations have been completed and the Plan of Action has been approved by the OAR. E. Unless specifically indicated otherwise in the Bid Form, no separate payment will be made for pre-construction exploratory excavations. Include the cost for pre-construction exploratory excavations in the unit price for the pipe construction or other applicable feature. When necessary, pavement repairs associated with exploratory excavations that are beyond the limits of the new pavement will be paid for at the unit prices for pavement repair when an item is included in the Bid Form. When an item for pavement repair is not included in the Bid Form, the cost should be included in the unit price for the pipe construction or other applicable feature. 19.10 Disruption of Services/Continued Operations A. Existing facilities are to continue in service as usual during the construction unless noted otherwise. Owner of utilities must be able to operate and maintain the facilities. Keep disruptions to existing utilities, piping, process piping, or electrical services to a minimum. 1. Do not restrict access to critical valves or operators. 2. Limit operations to the minimum amount of space needed to complete the specified Work. 3. Maintain storm sewers and sanitary sewers in service at all times. Provide temporary service around the construction or otherwise construct the structure in a manner that the flow is not restricted. B. Provide a Plan of Action if facilities must be taken out of operation. 19.11 Field Measurements A. Perform complete field measurements prior to purchasing products or beginning construction for products required to fit existing conditions. B. Verify property lines, control lines, grades, and levels indicated on the Drawings. C. Check Shop Drawings and indicate the actual dimensions available where products are to be installed. D. Include field measurements in Record Data as required in Article 26. 19.12 Reference Data and Control Points A. The OPT will provide the following control points: 1. Base line or grid reference points for horizontal control. 2. Benchmarks for vertical control. B. Locate and protect control points prior to starting the Work and preserve permanent reference points during construction. Designated control points may be on an existing structure or monument. Do not change or relocate points without prior approval of the OAR. General Conditions 007200-84 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Notify OAR when the reference point is lost, destroyed, or requires relocation. Replace Project control points on the basis of the original survey. C. Provide complete engineering layout of the Work needed for construction. 1. Provide competent personnel. Provide equipment including accurate surveying instruments, stakes, platforms,tools, and materials. 2. Provide surveying with accuracy meeting the requirements established for Category 5 Construction Surveying as established in the Manual of Practice of Land Surveying in Texas published by the Texas Society of Professional Surveyors, latest revision. 3. Record Data and measurements per standards. 19.13 Delivery and Storage A. Deliver products and materials to the Site in time to prevent delays in construction. B. Deliver packaged products to Site in original undamaged containers with identifying labels attached. Open cartons as necessary to check for damage and to verify invoices. Reseal cartons and store properly until used. Leave products in packages or other containers until installed. C. Assume full responsibility for the protection and safekeeping of products stored at the Site. D. Store products at locations acceptable to the OAR and to allow Owner access to maintain and operate existing facilities. E. Store products in accordance with the Supplier's storage instructions immediately upon delivery. Leave seals and labels intact. F. Provide additional storage areas as needed for construction. Store products subject to damage by elements in substantial weather-tight enclosures or storage sheds. Provide and maintain storage sheds as required for the protection of products. Provide temperature, humidity control, and ventilation within the ranges stated in the Supplier's instructions. Remove storage facilities at the completion of the Project. G. Protect the pipe interior. Keep all foreign materials such as dirt, debris, animals, or other objects out of the pipe during the Work. Cap or plug ends of installed pipe in an approved manner when pipe is not being installed. Clean or wash out pipe sections that become contaminated before continuing with installation. Take precautions to prevent the pipe from floating or moving out of the proper position during or after laying operations. Immediately correct any pipe that moves from its correct position. H. Provide adequate exterior storage for products that may be stored out-of-doors. 1. Provide substantial platforms, blocking, or skids to support materials and products above ground which has been sloped to provide drainage. Protect products from soiling or staining. 2. Cover products subject to discoloration or deterioration from exposure to the elements, with impervious sheet materials. Provide ventilation to prevent condensation below covering. 3. Store loose, granular materials on clean, solid surfaces, or on rigid sheet materials, to prevent mixing with foreign matter. General Conditions 007200-85 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 4. Provide surface drainage to prevent erosion and ponding of water. 5. Prevent mixing of refuse or chemically injurious materials or liquids with stored materials. 6. Pipes and conduits stored outdoors are to have open ends sealed to prevent the entrance of dirt, moisture, and other injurious materials. Protect PVC pipe from ultraviolet light exposure. 7. Store light weight products to prevent wind damage. I. Maintain storage facilities. Inspect stored products on a weekly basis and after periods of severe weather to verify that: 1. Storage facilities continue to meet specified requirements; 2. Supplier's required environmental conditions are continually maintained; and 3. Products that can be damaged by exposure to the elements are not adversely affected. J. Replace any stored item damaged by inadequate protection or environmental controls. K. Payment may be withheld for any products not properly stored. 19.14 Cleaning During Construction A. Provide positive methods to minimize raising dust from construction operations and provide positive means to prevent air-borne dust from disbursing into the atmosphere. Control dust and dirt from demolition, cutting, and patching operations. B. Clean the Project as Work progresses and dispose of waste materials, keeping the Site free from accumulations of waste or rubbish. Provide containers on Site for waste collection. Do not allow waste materials or debris to blow around or off of the Site. Control dust from waste materials. Transport waste materials with as few handlings as possible. C. Comply with Laws and Regulations. Do not burn or bury waste materials. Remove waste materials, rubbish and debris from the Site and legally dispose of these at public or private disposal facilities. D. Provide a final cleaning to thoroughly clean the entire Site and make ready for acceptance. 1. Remove construction debris, boxes, and trash from the Site. 2. Remove construction storage sheds and field offices. 3. Restore grade to match surrounding condition and remove excess dirt. 4. Sweep all drives and parking lots clean of dirt and debris. Use water trucks or hose down paved site to like new appearance. 19.15 Maintenance of Roads, Driveways, and Access A. Maintain roads and streets in a manner that is suitable for safe operations of public vehicles during all phases of construction unless the Owner approves a street closing. Do not close public roads overnight. B. Submit a Notification by Contractor for Owner's approval of a street closing. The request shall state: General Conditions 007200-86 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 1. The reason for closing the street. 2. How long the street will remain closed. 3. Procedures to be taken to maintain the flow of traffic. C. Construct temporary detours, including by-pass roads around construction,with adequately clear width to maintain the free flow of traffic at all times. Maintain barricades, signs, and safety features around the detour and excavations. Maintain barricades, signs, and safety features around the Work in accordance with all provisions of the latest edition of the Manual on Uniform Traffic Control Devices (MUTCD). D. Assume responsibility for any damage resulting from construction along roads or drives. 19.16 Area Access and Traffic Control A. Provide traffic control measures to assure a safe condition and to provide a minimum of inconvenience to motorists and the public. Provide all-weather access to all residents and businesses at all times during construction. Provide temporary driveways and/or roads of approved material during wet weather. Maintain a stockpile of suitable material on the Site to meet the demands of inclement weather. B. Schedule operations to minimize adverse impact on the accessibility of adjoining properties. Sequence construction to build driveways in half widths, construct temporary ramps, or any other measure required to maintain access to adjoining properties. C. Comply with the Owner's Uniform Barricading Standards and Practices. Copies of this document are available through the Owner's Traffic Engineering Department. Secure required permits from the Owner's Traffic Engineering Department. 19.17 Overhead Electrical Wires A. Comply with OSHA safety requirements regarding construction equipment working beneath overhead electrical wires. Prevent and pay for repairs for damage to existing overhead electrical wires or facilities. B. Provide for adequate safety with regard to overhead lines whether overhead lines are or are not shown in the Contract Documents. 19.18 Blasting A. Blasting is not allowed for any purpose. 19.19 Archeological Requirements A. Cease operations immediately and contact the Owner for instructions if historical or archaeological artifacts are found during construction. B. Conduct all construction activities to avoid adverse impact on the Sites where significant historical or archaeological artifacts are found or identified as an area where other artifacts could be found. 1. Obtain details for Working in these areas. 2. Maintain confidentiality regarding the Site. General Conditions 007200-87 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 3. Adhere to the requirements of the Texas Historical Commission. 4. Notify the OAR and the Texas Historical Commission. C. Do not disturb archaeological sites. 1. Obtain the services of a qualified archaeological specialist to instruct construction personnel on how to identify and protect archaeological finds on an emergency basis. 2. Coordinate activities to permit archaeological work to take place within the area. a. Attempt to archaeologically clear areas needed for construction as soon as possible. b. Provide a determination of priority for such areas. D. Assume responsibility for any unauthorized destruction that might result to such Sites by construction personnel, and pay all penalties assessed by the State or Federal agencies for non-compliance with these requirements. E. Contract Times will be modified to compensate for delays caused by such archaeological finds. No additional compensation will be paid for delays. 19.20 Endangered Species Resources A. Do not perform any activity that is likely to jeopardize the continued existence of a threatened or endangered species as listed or proposed for listing under the Federal Endangered Species Act (ESA), and/or the State of Texas Parks and Wildlife Code on Endangered Species, or to destroy or adversely modify the habitat of such species. B. Cease Work immediately in the area of the encounter and notify the OAR if a threatened or endangered species is encountered during construction. OPT will implement actions in accordance with the ESA and applicable State statutes. Resume construction in the area of the encounter when authorized to do so by the OAR. 19.21 Cooperation with Public Agencies A. Cooperate with all public and private agencies with facilities operating within the limits of the Project. B. Provide a 48-hour notice to any applicable agency when work is anticipated to proceed in the vicinity of any facility by using Texas 811 at 811 and the Lone Star Notification Company at 1-800-669-8344. ARTICLE 20—PROJECT COORDINATION 20.01 Work Included A. Administer Contract requirements to construct the Project. Provide documentation per the requirements of this Section. Provide information as requested by the OPT. 20.02 Document Submittal A. Provide documents in accordance with Article 24. General Conditions 007200-88 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC B. Use the forms provided for Contract administration, applications for payment, document submittals, documentation of test results, equipment installation and documentation, and Project closeout. A digital copy of the required forms will be provided to the Contractor before or at the pre-construction conference. 20.03 Communication During Project A. The OAR is to be the first point of contact for all parties on matters concerning this Project. B. The OAR will coordinate correspondence concerning: 1. Documents, including Applications for Payment. 2. Clarification and interpretation of the Contract Documents. 3. Contract Modifications. 4. Observation of Work and testing. 5. Claims. C. The OAR will normally communicate only with the Contractor. Any required communication with Subcontractors or Suppliers will only be with the direct involvement of the Contractor. D. Direct written communications to the OAR at the address indicated at the pre-construction conference. Include the following with communications as a minimum: 1. Name of the Owner. 2. Project name. 3. Contract title. 4. Project number. 5. Date. 6. A reference statement. 20.04 Project Meetings A. Pre-Construction Conference: 1. Attend a pre-construction conference. 2. The location of the conference will be determined by the OAR. 3. The time of the meeting will be determined by the OAR but will be after the Notice of Award is issued and not later than 15 days after the Notice to Proceed is issued. 4. The OPT, Contractor's project manager and superintendent, representatives of utility companies, and representatives from major Subcontractors and Suppliers may attend the conference. 5. Provide and be prepared to discuss: a. Preliminary construction schedule per Article 27. b. Schedule of Values and anticipated Schedule of Payments per Article 17. C. List of Subcontractors and Suppliers. General Conditions 007200-89 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC d. Contractor's organizational chart as it relates to this Project. e. Letter indicating the agents of authority for the Contractor and the limit of that authority with respect to the execution of legal documents,Contract Modifications, and payment requests. B. Progress Meetings: 1. Attend meetings with the OAR and Owner. a. Meet on a monthly basis or as requested by the OAR to discuss the Project. b. Meet at the Site or other location as designated by the OAR. c. Contractor's superintendent and other key personnel are to attend the meeting. Other individuals may be requested to attend to discuss specific matters. d. Notify the OAR of any specific items to be discussed a minimum of 1 week prior to the meeting. 2. Provide information as requested by the OAR or Owner concerning this Project. Prepare to discuss: a. Status of overall Project schedule. b. Contractor's detailed schedule for the next month. c. Anticipated delivery dates for equipment. d. Coordination with the Owner. e. Status of documents. f. Information or clarification of the Contract Documents. g. Claims and proposed Modifications to the Contract. h. Field observations, problems, or conflicts. i. Maintenance of quality standards. 3. OAR will prepare minutes of meetings. Review the minutes of the meeting and notify the OAR of any discrepancies within 10 days of the date of the meeting memorandum. The minutes will not be corrected after the 10 days have expired. Corrections will be reflected in the minutes of the following meeting or as an attachment to the minutes. C. Pre-Submittal and Pre-Installation Meetings: 1. Conduct pre-submittal and pre-installation meetings as required in the individual technical Specifications or as determined necessary by the OAR (for example, instrumentation, roofing, concrete mix design, etc.). 2. Set the time and location of the meetings when ready to proceed with the associated Work. Submit a Notification by Contractor in accordance with Paragraph 20.07 for the meeting 2 weeks before the meeting. OPT must approve of the proposed time and location. 3. Attend the meeting and require the participation of appropriate Subcontractors and Suppliers in the meeting. General Conditions 007200-90 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 4. Prepare minutes of the meeting and submit to the OPT for review. OPT will review the minutes of the meeting and notify the Contractor of any discrepancies within 10 days of the date of the meeting memorandum. The minutes will not be corrected after the 10 days have expired. Corrections will be reflected in a revised set of meeting minutes. 20.05 Requests for Information A. Submit Request for Information (RFI) to the OAR to obtain additional information or clarification of the Contract Documents. 1. Submit a separate RFI for each item on the form provided. 2. Attach adequate information to permit a written response without further clarification. OAR will return requests that do not have adequate information to the Contractor for additional information. Contractor is responsible for all delays resulting from multiple document submittals due to inadequate information. 3. A response will be made when adequate information is provided. Response will be made on the RFI form or in attached information. B. Response to an RFI is given to provide additional information, interpretation, or clarification of the requirements of the Contract Documents, and does not modify the Contract Documents. C. Designer will initiate a Request for a Change Proposal (RCP) per Article 12 if the RFI indicates that a Contract Modification is required. D. Use the Project Issues Log to document decisions made at meetings and actions to be taken in accordance with Paragraph 20.06. E. Use the Action Item Log to document assignments for actions to be taken in accordance with Paragraph 20.06. 20.06 Decision and Action Item Log A. OAR will maintain a Project Decision Log to document key decisions made at meetings, telephone conversation or Site visits using the format provided: 1. Review the log prior to each regular meeting. 2. Report any discrepancies to the OAR for correction or discussion at the next monthly meeting. B. OAR will maintain an Action Item log in conjunction with the Project Decision Log to track assignments made at meetings, telephone conversation, or Site visits using the format provided: 1. Review the Action Item Log prior to each regular meeting. 2. Report actions taken subsequent to the previous progress meeting on items in the log assigned to the Contractor or through the Contractor to a Subcontractor or Supplier to the OAR. Report on status of progress 1 week prior to each progress meeting established in Paragraph 20.04 to allow OAR to update the log prior to the Progress meetings. 3. Be prepared to discuss the status at each meeting. General Conditions 007200-91 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC C. Decisions or action items in the log that require a change in the Contract Documents will have the preparation of a Modification as an action item if appropriate. The Contract Documents can only be changed by a Modification. 20.07 Notification By Contractor A. Notify the OAR of: 1. Need for testing. 2. Intent to work outside regular working hours. 3. Request to shut down facilities or utilities. 4. Proposed utility connections. 5. Required observation by OAR, Designer, or inspection agencies prior to covering Work. 6. Training. B. Provide notification a minimum of 2 weeks in advance in order to allow OPT time to respond appropriately to the notification. C. Use "Notification by Contractor" form provided. 20.08 Record Documents A. Maintain at the Site one complete set of printed Record Documents including: 1. Drawings. 2. Specifications. 3. Addenda. 4. Modifications. 5. Record Data and approved Shop Drawings. 6. Construction photographs. 7. Test Reports. 8. Clarifications and other information provided in Request for Information responses. 9. Reference standards. B. Store printed Record Documents and Samples in the Contractor's field office. 1. Record Documents are to remain separate from documents used for construction. 2. Provide files and racks for the storage of Record Documents. 3. Provide a secure storage space for the storage of Samples. 4. Maintain Record Documents in clean, dry, legible conditions, and in good order. 5. Make Record Documents and Samples available at all times for inspection by the OPT. C. Maintain a digital record of Specifications and Addenda to identify products provided in PDF format. General Conditions 007200-92 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 1. Reference the Record Data number, Shop Drawings number,and O&M manual number for each product and item of equipment furnished or installed. 2. Reference Modifications by type and number for all changes. D. Maintain a digital record of Drawings in PDF format. 1. Reference the Record Data number, Shop Drawings number,and O&M manual number for each product and item of equipment furnished or installed. 2. Reference Modifications by type and number for all changes. 3. Record information as construction is being performed. Do not conceal any Work until the required information is recorded. 4. Mark Drawings to record actual construction, including the following: a. Depths of various elements of the foundation in relation to finished first floor datum or the top of walls. b. Horizontal and vertical locations of underground utilities and appurtenances constructed and existing utilities encountered during construction. C. Location of utilities and appurtenances concealed in the Work. Refer measurements to permanent structures on the surface. Include the following equipment: 1) Piping. 2) Ductwork. 3) Equipment and control devices requiring periodic maintenance or repair. 4) Valves, unions,traps, and tanks. 5) Services entrance. 6) Feeders. 7) Outlets. d. Changes of dimension and detail. e. Changes by Modifications. f. Information in Request for Information or included in the Project Issues Log. g. Details not on the original Drawings. Include field verified dimensions and clarifications, interpretations, and additional information issued in response to RFIs. 5. Mark Drawings with the following colors: a. Highlight references to other documents, including Modifications in blue; b. Highlight mark ups for new or revised Work(lines added) in yellow; C. Highlight items deleted or not installed (lines to be removed) in red; and d. Highlight items constructed per the Contract Documents in green. General Conditions 007200-93 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 6. Submit Record Documents to Designer for review and acceptance 30 days prior to Final Completion of the Project. E. Applications for Payment will not be recommended for payment if Record Documents are found to be incomplete or not in order. Final payment will not be recommended without complete Record Documents. ARTICLE 21—QUALITY MANAGEMENT 21.01 Contractor's Responsibilities A. Review the OPT's Quality Management Program and prepare and submit the Contractor's Quality Control Plan. B. Implement the Contractor's Quality Control Plan to control the quality of the Work and verify that the Work meets the standards of quality established in the Contract Documents. 1. Inspect products to be incorporated into the Project. Ensure that Suppliers have adequate quality control systems to ensure that products that comply with the Contract Documents are provided. 2. Integrate quality control measures into construction activities to produce Work which meets quality expectations of the Contract Documents. Inspect the Work of the Contractor, Subcontractors, and Suppliers. Correct Defective Work. 3. Provide and pay for the services of an approved professional materials testing laboratory acceptable to the OPT to provide testing that demonstrates that products proposed in Shop Drawings and Record Data for the Project fully comply with the Contract Documents. 4. Provide facilities, equipment, and Samples required for quality control inspections and tests: a. Give the OAR adequate notice before proceeding with Work that would interfere with inspections or testing; b. Notify the OAR and testing laboratories prior to the time that testing is required, providing adequate lead time to allow arrangements for inspections or testing to be made; C. Do not proceed with any Work that would impact the ability to correct defects or Work that would require subsequent removal to correct defects until testing services have been performed and results of tests indicate that the Work is acceptable; d. Cooperate fully with the performance of sampling, inspection, and testing; e. Provide personnel to assist with sampling or to assist in making inspections and field tests; f. Obtain and handle Samples for testing at the Site or at the production source of the product to be tested; g. Provide adequate quantities of representative products to be tested to the laboratory at the designated locations; General Conditions 007200-94 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC h. Provide facilities required to store and cure test Samples; i. Provide calibrated scales and measuring devices for the OPT's use in performing inspections and testing; j. Provide adequate lighting to allow OPT observations; and k. Make Contract Documents available to testing agencies when requested. 5. Provide safe access for all inspection and testing activities, including those to be conducted as part of the OPT's Quality Management Program. 6. Document Defective Work through Certified Test Reports and Defective Work Notices. Document that corrective actions have been taken to correct any defects and that corrected Work is in compliance with the Contract Documents. 7. Apply quality control measures to documentation provided for the Project. 8. Implement countermeasures to prevent future Defective Work. C. Perform tests as indicated in this and other Sections of the Specifications. Technical Specifications govern if any testing and inspection requirements of this Section conflict with the testing and inspection requirements of the technical Specifications. D. All verification testing is to be observed by the OAR or designated representative. E. Send test reports to the OAR and the Designer. F. Provide an update on quality control activities at monthly progress meetings. G. Owner will withhold payment for Defective Work, or Work that has not been tested or inspected in accordance with the Contractor's Quality Control Plan,the OPT's Quality Control Program, or the Contract Documents. H. Owner will withhold payment for additional testing fees incurred due to Contractor noncompliance with OPT's Quality Control Program, including retesting fees, standby time, cancellation charges, and trip fees for retesting or cancellations. I. Work performed that is connected or adjacent to Defective Work or Work that would have to be removed to correct Defective Work is also considered to be Defective. Contractor is responsible for all cost with replacing any acceptable Work that must be removed or might be damaged by corrective actions. 21.02 Quality Management Activities by OPT A. OPT will perform its own quality assurance tests independent of the Contractor's Quality Control Program. Assist the OPT and testing organizations in performing quality assurance activities per Paragraph 21.01. B. Quality assurance testing performed by the OPT will be paid for by the Owner, except for verification testing required per Paragraph 21.07. C. Quality assurance activities of the OPT, through their own forces or through contracts with consultants and materials testing laboratories are for the purpose of monitoring the results of the Contractor's Work to see that it is in compliance with the requirements of the Contract Documents. Quality assurance activities or non-performance of quality assurance activities by the OPT do not: General Conditions 007200-95 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 1. Relieve the Contractor of its responsibility to provide Work or furnish products that conform with the requirements of the Contract Documents; 2. Relieve the Contractor of its responsibility for providing adequate quality control measures; 3. Relieve the Contractor of its responsibility for damage to or loss of Work or products before OPT's acceptance; 4. Constitute or imply OPT's acceptance; and 5. Affect the continuing rights of the Owner after OPT's acceptance of the completed Work. D. Work is subject to OPT's quality assurance observations or testing at any time. Products which have been tested or inspected and approved by OPT at a supply source or staging area may be inspected or tested again by the OPT before, during or after incorporation into the Work and rejected if products do not comply with the Contract Documents. 21.03 Contractor's Use of OPT's Test Reports A. OPT has prepared a Quality Management Plan that describes, in general, the OPT's anticipated quality assurance testing program for this Project. This testing program will be made available to Bidders during the bidding phase. This plan outlines only the testing in general terms and may not reflect actual testing. Actual testing will depend on the Contractors means, methods and procedures of construction which will not be known until the Contractor begins Work and submits their own Quality Control Plan for review. There is no guarantee that all testing will be performed. B. Contractor will receive copies of all test reports documenting OPT's quality assurance activities. Contractor is entitled to rely on the accuracy of these test results and use these as part of their quality control efforts. C. Contractor is to determine additional testing or inspections that may be required to implement the Contractor's Quality Control Plan. Include cost for additional testing and inspections required to meet Contractors quality control obligations, including the cost for correcting Defective Work in the Contract Price. D. Contractor may submit a Change Proposal if OPT's quality assurance testing program deviates significantly from the OPT's Quality Management Plan, and Contractor can demonstrate that additional cost was incurred to implement the Contractor's Quality Control Plan resulting from these deviations. 21.04 Documentation A. Provide documentation which includes: 1. Contractor's Quality Management Plan that establishes the methods of assuring compliance with the Contract Documents. Submit this plan as a Shop Drawings per Article 25. 2. A Statement of Qualification for any proposed testing laboratories that includes a list of the engineers and technical staff that will provide testing services on the Project, descriptions of the qualifications of these individuals, list of tests that can be performed, General Conditions 007200-96 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC equipment used with date of last certification, and a list of recent projects for which testing has been performed with references for those projects. 3. Provide Certified Test Reports for products to be incorporated into the Project. Provide reports to indicate that proposed products comply with the Contract Documents or indicate that proposed products do not comply with the Contract Documents and why it does not comply. Submit these test reports as part of a Shop Drawings submitted per Article 25. 4. Provide Certified Test Reports for inspection and testing required in this Section and in other Specification Sections. Provide reports to indicate that Work complies with the Contract Documents or indicate that Work does not comply with the Contract Documents and why it does not comply. Submit these test reports on forms provided per Article 24. 21.05 Standards A. Provide testing laboratories that comply with the American Council of Independent Laboratories (ACIL) "Recommended Requirements for Independent Laboratory Qualifications." B. Perform testing per recognized test procedures as listed in the various Sections of the Specifications, standards of the State Department of Highways and Public Transportation, American Society of Testing Materials (ASTM), or other testing associations. Perform tests in accordance with published procedures for testing issued by these organizations. 21.06 Delivery and Storage A. Handle and protect test specimens of products and construction materials at the Site in accordance with recognized test procedures. Provide facilities for storing, curing, and processing test specimens as required by test standard to maintain the integrity of Samples. 21.07 Verification Testing for Corrected Defects A. Provide verification testing on Work performed to correct Defective Work to demonstrate that the Work is now in compliance with the Contract Documents. Document that Defective Work has been corrected and verify that the OAR closes the item in the Defective Work Register. B. Pay for verification testing. OPT may perform verification testing as part of their Quality Management Program and impose a Set-off to recover the cost for this testing. C. Conduct the same tests or inspections used to determine that the original Work was Defective. Different tests or methods may be used if approved by the OPT. 21.08 Test Reports A. Certified Test Reports are to be prepared for all tests. 1. Tests performed by testing laboratories may be submitted on their standard test report forms if acceptable to the OPT. These reports must include the following: a. Name of the Owner, Project title and number and Contractor; General Conditions 007200-97 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC b. Name of the laboratory, address, and telephone number; C. Name and signature of the laboratory personnel performing the test; d. Description of the product being sampled or tested; e. Date and time of sampling, inspection, and testing; f. Date the report was issued; g. Description of the test performed; h. Weather conditions and temperature at time of test or sampling; i. Location at the Site or structure where the sample was taken; j. Standard or test procedure used in making the test; k. A description of the results of the test; I. Statement of compliance or non-compliance with the Contract Documents; and m. Interpretations of test results, if appropriate. 2. Submit reports on tests performed by Contractor, Subcontractors or Suppliers on the forms provided by the OAR. 3. OPT will prepare test reports on test performed by the OPT. B. Send test report to Designer within 24 hours of completing the test. Flag tests reports with results that do not comply with Contract Documents for immediate attention. C. Payment for Work may be withheld until test reports indicate that the Work is not Defective. 21.09 Defective Work A. Immediately correct any Defective Work or notify the OAR why the Work is not to be corrected immediately and when corrective action will be completed. B. No payment will be made for Defective Work. Remove Work from the Application for Payment if Work paid for on a previous Application for Payment is found to be Defective. 21.10 Limitation of Authority of Testing Laboratory A. The testing laboratory representatives are limited to providing testing services and interpreting the results of the test performed. B. The testing laboratory is not authorized to: 1. Alter the requirements of the Contract Documents; 2. Accept or reject any portion of the Work; 3. Perform any of the duties of the Contractor; or 4. Direct or stop the Work. 21.11 Quality Control Plan A. Submit the Contractor's Quality Control Plan for approval as a Shop Drawing per Article 25. Use Contractor's Quality Control Plan Checklist provided to review the document before General Conditions 007200-98 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC submitting and include a copy of the completed checklist with the Contractor's Quality Control Plan. Do not begin Work until the Contractor's Quality Control Plan is approved. Submit an interim plan covering only the portion of Work to be performed if the Contractor plans to begin Work prior to submitting the Contractor's Quality Control Plan for the Project. Do not begin Work on other parts of the Project until the Contractor's Quality Control Plan is approved or another interim plan covering the additional Work to be started is approved. B. Provide a Contractor's Quality Control Plan that incorporates construction operations at both the Site and production Work at remote locations and includes Work by Subcontractors and Suppliers. The Contractor's Quality Control Plan is to include: 1. A description of the quality control organization, including an organization chart showing lines of authority to control the quality of Work; 2. Documentation describing name, qualifications (in resume format), duties, responsibilities, and level of authority of the Quality Control Manager; 3. The name, qualifications (in resume format), duties, responsibilities, and authorities of other persons assigned a quality control function; 4. Procedures for scheduling, reviewing, certifying, and managing documentation, including documentation provided by Subcontractors and Suppliers; 5. Control,verification, and acceptance testing procedures for each specific test. Include: a. Name of tests to be performed, b. Specification paragraph requiring test, C. Parameters of Work to be tested, d. Test frequency, e. Persons responsible for each test, and f. Applicable industry testing standards and laboratory facilities to be used for the test; 6. Integrate the OPT quality assurance testing into the Contractor's Quality Control Plan, specifically identifying the tests or inspections in Paragraph 21.11.13.5 that will be provided by the OPT as part of their Quality Management Program; 7. Procedures for tracking and documenting quality management efforts. 8. Procedures for tracking Defective Work from initial identification through acceptable corrective action. Indicate how documentation of the verification process for deficiencies will be made. 9. Reporting procedures which incorporate the use of forms provided by the OAR. 10. The name of the proposed testing laboratories along with documentation of qualifications per Paragraph 21.04. C. The Quality Control Manager must have authority to reject Defective Work and redirect the efforts of the Contractor's Team to prevent or correct Defective Work. D. Notify the Designer of any changes to the Contractor's Quality Control Plan or quality control personnel. General Conditions 007200-99 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC E. Meet with the OPT 7 days after Contractor's Quality Control Plan is submitted and before start of construction to discuss the Contractor's Quality Control Plan and expedite its approval. 21.12 Implement Contractor's Quality Control Plan A. Perform quality control observations and testing as required in each Section of the Specifications and where indicated on the Drawings. B. Include the following phases for each definable Work task. A definable Work task is one which is separate and distinct from other tasks, has separate control requirements, may be provided by different trades or disciplines, or may be Work by the same trade in a different environment. 1. Planning Phase: Perform the following before beginning each definable Work task: a. Review the Contract Drawings. b. Review documents and determine that they are complete in accordance with the Contract Documents. c. Check to assure that all materials and/or equipment have been tested, submitted, and approved. d. Examine the work area to assure that all required preliminary Work has been completed and complies with the Contract Documents. e. Examine required materials, equipment, and Sample Work to assure that they are on hand, conform to Shop Drawings and Record Data, and are properly stored. f. Review requirements for quality control inspection and testing. g. Discuss procedures for controlling quality of the Work. Document construction tolerances and workmanship standards for the Work task. h. Check that the portion of the plan for the Work to be performed incorporates document review comments. i. Discuss results of planning phase with the OAR. Conduct a meeting attended by the Quality Control Manager, the OAR, superintendent, other quality control personnel as applicable, and the foreman responsible for the Work task. Instruct applicable workers as to the acceptable level of workmanship required in order to meet the requirements of the Contract Documents. Document the results of the preparatory phase actions by separate meeting minutes prepared by the Quality Control Manager and attached to the quality control report. j. Do not move to the next phase unless results of investigations required for the planning phase indicate that requirements have been met. 2. Work Phase: Complete this phase after the Planning Phase: a. Notify the OAR at least 24 hours in advance of beginning the Work and discuss the review of the planning effort to indicate that requirements have been met. b. Check the Work to ensure that it is in full compliance with the Contract Documents. General Conditions 007200-100 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC c. Verify adequacy of controls to ensure full compliance with Contract Documents. Verify required control inspection and testing is performed. d. Verify that established levels of workmanship meet acceptable workmanship standards. Compare with required Sample panels as appropriate. e. Repeat the Work phase for each new crew to work on-site, or any time acceptable specified quality standards are not being met. 3. Follow-up Phase: Perform daily checks to assure control activities, including control testing, are providing continued compliance with contract requirements: a. Make checks daily and record observations in the quality control documentation. b. Conduct follow-up checks and correct all deficiencies prior to the start of additional Work tasks that may be affected by the Defective Work. Do not build upon nor conceal Defective Work. c. Conduct a review of the Work with the OPT one month prior to the expiration of the correction period. Correct defects as noted during the review. C. Conduct additional planning and Work phases if: 1. The quality of on-going Work is unacceptable; 2. Changes are made in applicable quality control staff, on-site production supervision or crews; 3. Work on a task is resumed after a substantial period of inactivity; or 4. Other quality problems develop. ARTICLE 22—FINAL RESOLUTION OF DISPUTES 22.01 Senior Level Negotiations A. Each party is required to continue to perform its obligations under the Contract pending the final resolution of any dispute arising out of or relating to the Contract, unless it would be impossible or impracticable under the circumstances then present. B. All negotiations pursuant to Article 22 are confidential and shall be treated as compromise and settlement negotiations for purposes of applicable rules of evidence. C. Before invoking mediation, Owner and Contractor agree that they first shall try to resolve any dispute arising out of or related to this Contract through discussions directly between those senior management representatives within their respective organizations who have overall managerial responsibility for similar projects. Both Owner and Contractor agree that this step shall be a condition precedent to use of any other alternative dispute resolution process. If the parties' senior management representatives cannot resolve the dispute within 45 calendar days after a party delivers a written notice of such dispute to the other, then the parties shall proceed with mediation. 22.02 Mediation A. In the event that Owner and/or Contractor contend that the other has committed a material breach of the Contract or the parties cannot reach a resolution of a claim or dispute pursuant General Conditions 007200-101 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC to Article 13, as a condition precedent to filing a lawsuit,either party shall request mediation of the dispute with the following requirements: 1. The request for mediation shall be in writing and shall request that the mediation commence not less than 30 calendar days or more than 90 calendar days following the date of the request, except upon agreement of the parties. 2. In the event Owner and Contractor are unable to agree to a date for the mediation or to the identity of the mediator within 30 calendar days following the date of the request for mediation, all conditions precedent shall be deemed to have occurred. 3. Owner and Contractor are to each pay one-half of the mediator's fees and costs.Venue for any mediation or lawsuit filed under this Contract shall be in Nueces County,Texas. Any agreement reached in mediation shall be enforceable as a settlement in any court having jurisdiction thereof. 4. Nothing in this Contract shall be construed as consent to a lawsuit. No provision of the Contract shall waive any immunity or defense. ARTICLE 23—MINORITY/MBE/DBE PARTICIPATION POLICY 23.01 Policy A. It is the policy of the City of Corpus Christi that maximum opportunity is afforded minorities, women, low income persons and Minority/Disadvantaged Business Enterprises (M/DBE) to participate in the performance of contracts awarded by the City of Corpus Christi in support of Equal Employment Opportunity goals and objectives. In accordance with such policy,the City has established goals, as stated herein, both for minority and female participation by trade and for Minority Business Enterprise. 23.02 Definitions A. Prime Contractor: Any person, firm, partnership, corporation, association, or joint venture as herein provided which has been awarded a City contract. B. Subcontractor: Any named person, firm, partnership, corporation, association, or joint venture herein identified as providing work, labor, services, supplies, equipment, materials, or any combination of the foregoing under contract with a prime contractor on a City contract. C. Minority/Disadvantaged Business Enterprise: A business enterprise that is owned and controlled by one or more minority person(s) or socially and economically disadvantaged individual(s). Minority/Disadvantaged person(s) must collectively own, operate and/or actively manage, and share in payments from such an enterprise in the manner hereinafter set forth: 1. Owned: a. For a sole proprietorship to be deemed a minority business enterprise, it must be owned by a minority person. b. For an enterprise doing business as a partnership, at least 51 percent of the assets or interest in the partnership property must be owned by one or more minority person(s). General Conditions 007200-102 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC C. For an enterprise doing business as a corporation, at least 51 percent of the assets or interest in the corporate shares must be owned by one or more minority person(s). 2. Controlled: a. The primary power, direct or indirect,to manage a business enterprise rests with a minority person(s). 3. Share in Payments: a. Minority partners, proprietors, or stockholders of the business enterprise must be entitled to receive 51 percent or more of the total profits, bonuses, dividends, interest payments, commissions, consulting fees, rents, procurement, and subcontract payments, and any other monetary distribution paid by the business enterprise. D. Minority: Minority persons include Blacks, Mexican-Americans and other persons of Hispanic origin, American Indians, Alaskan Natives, and Asians or Pacific Islanders. For the purposes of this policy,women are also considered as minorities. E. Socially and economically disadvantaged individual: Any individual who is a citizen (or lawfully admitted permanent resident) of the United States and who has been subjected to racial or ethnic prejudice or cultural bias within American society because of his or her identity as a member of a group and without regard to his or her individual qualities.The social disadvantage must stem from circumstances beyond the individual's control. F. Female Owned Business Enterprise: A sole proprietorship that is owned and controlled by a woman,a partnership at least 51 percent of whose assets or partnership interests are owned by one or more women, or a corporation at least 51 percent of whose assets or interests in the corporate shares are owned by one or more women. G. Joint Venture: A joint venture means an association of two or more persons, partnerships, corporations, or any combination thereof, founded to carry on a single business activity which is limited in scope and direction. The degree to which a joint venture may satisfy the stated MBE goal cannot exceed the proportionate interest of the MBE as a member of the joint venture in the Work to be performed by the joint venture. For example,a joint venture which is to perform 50 percent of the Work itself and in which a minority joint venture partner has a 50 percent interest, shall be deemed equivalent to having minority participation in 25 percent of the Work. Minority members of the joint venture must have financial, managerial, or technical skills in the Work to be performed by the joint venture. 23.03 Goals A. The goals for participation by minorities and Minority Business Enterprises expressed in percentage terms for the Contractor's aggregate work force on all construction Work for the Contract award shall be 1. Minority participation goal is 45%. 2. Minority Business Enterprise participation goal is 15%. B. These goals are applicable to all the construction work (regardless of federal participation) performed in the Contract, including approved Change Orders. The hours of minority General Conditions 007200-103 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC employment must be substantially uniform throughout the length of the Contract and in each trade. The transfer of minority employees from Contractor to Contractor or from project to project for the sole purpose of meeting the Contractor's percentage is prohibited. 23.04 Compliance A. Upon completion of the Project, a final breakdown of MBE participation, substantiated by copies of paid invoices, shall be submitted by the Contractor to the City Engineer. B. Make bi-weekly payroll submittals to the City Engineer. The Contractor is to indicate the percent of minority and female participation, by trade, which has been utilized on the Project. Along with the request for final payment on the Project,the Contractor will indicate, in writing, the overall participation in these areas which have been achieved. The City Engineer may withhold monthly or final payments to the Contractor for failure to submit bi- weekly payrolls in a timely fashion or to submit overall participation information as required. ARTICLE 24—DOCUMENT MANAGEMENT 24.01 Work Included A. Submit documentation as required by the Contract Documents and as reasonably requested by the OPT. 24.02 Quality Assurance A. Submit legible, accurate, complete documents presented in a clear, easily understood manner. Documents not meeting these criteria will be returned without review. 24.03 Contractor's Responsibilities A. Review documents prior to submitting. Make certifications as required by the Contract Documents and as indicated on forms provided. B. Provide a Schedule of Documents to list the documents that are to be submitted, the dates on which documents are to be sent to the Designer for review, and proposed dates that documents must be returned to comply with the Project schedule. Use the form provided for this list. C. Incorporate the dates for processing documents into the Progress Schedule required by Article 27. 1. Provide documents in accordance with the schedule so construction of the Project is not delayed. 2. Allow a reasonable time for the review of documents when preparing the Progress Schedule. Assume a 14 day review cycle for each document unless a longer period of time is indicated in the Contract Documents or agreed to by Designer and Contractor. 3. Schedule submittal of documents to provide all information for interrelated Work at one time. 4. Allow adequate time for processing documents so construction of the Project is not delayed. General Conditions 007200-104 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 24.04 Document Submittal A. Submit documents through the Designer. Send all documents in digital format for processing. 1. Provide all information requested with a completed Document Transmittal form. Do not leave any blanks incomplete. If information is not applicable, enter NA in the space provided. 2. The Document Transmittal form is to be the first page in the document submitted. 3. Submit all documents in Portable Document Format (PDF). a. Create PDF documents from native format files unless files are only available from scanned documents. b. Rotate pages so that the top of each document appears at the top of the monitor screen when opened in PDF viewing software. c. Submit PDF document with adequate resolution to allow documents to be printed in a format equivalent to the document original. Documents are to be scalable to allow printing on standard 8-1/2 x 11 or 11 x 17 paper. d. Submit color PDF documents where color is required to interpret the document. e. Create or convert documents to allow text to be selected for comments or searched using text search features. Run scanned documents through Optical Character Recognition (OCR) software if necessary. f. Flatten markups in documents to prevent markups made by Contractor from being moved or deleted. Flatten documents to allow markup recovery. g. Use software to reduce file size using default settings except the option for "Drop Metadata." Uncheck the "Drop Metadata" box when reducing file size. h. Add footers to each document with the Project name. 24.05 Document Numbering A. Assign a number to the documents originated to allow tracking of the documents during the review process. 1. Assign the number consisting of a prefix, a sequence number, and a letter suffix. Prefixes shall be as follows: Prefix Description Originator AP Application for Payment Contractor CO Change Order OAR CP Change Proposal Contractor CTR Certified Test Report Contractor FO Field Order OAR NBC Notification by Contractor Contractor PD Photographic Documentation Contractor General Conditions 007200-105 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Prefix Description Originator RCP Request for a Change Proposal OAR RD Record Data Contractor RFI Request for Information Contractor SD Shop Drawing Contractor SCH Schedule of Progress Contractor 2. Issue sequence numbers in chronological order for each type of document. 3. Issue numbers for resubmittals that have the same number as the original document followed by an alphabetical suffix indicating the number of times the same document has been sent to the Designer for processing. For example: SD 025 A represents Shop Drawing number 25 and the letter "A" designates that this is the second time this document has been sent for review. 4. Clearly note the document number on each page or sheet of the document. 5. Correct assignment of numbers is essential since different document types are processed in different ways. B. Include reference to the Drawing number and/or Specification Section, detail designation, schedule, or location that corresponds with the data on the document transmittal forms. Other identification may also be required, such as layout drawings or schedules to allow the reviewer to determine where a particular product is to be used. 24.06 Document Requirements A. Furnish documents as indicated below or in individual Specification Sections. Submit documents per the procedures described in the Contract Documents. B. Submit documents per the Specification Section shown in the following table: Document Type Section Application for Payment Article 17 Change Proposal Article 12 Certified Test Report Article 25 for approval of product Article 21 to demonstrate compliance Notification by Contractor Article 20 Photographic Documentation Article 28 Progress Schedules Article 27 Record Data Article 26 Request for Information Article 20 Shop Drawing Article 25 Schedule of Values Article 17 Substitutions Article 12 General Conditions 007200-106 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Document Type Section Suppliers and Subcontractors Articles 20 and 26 ARTICLE 25—SHOP DRAWINGS 25.01 Work Included A. Shop Drawings are required for those products that cannot adequately be described in the Contract Documents to allow fabrication, erection, or installation of the product without additional detailed information from the Supplier. B. Submit Shop Drawings as required by the Contract Documents and as reasonably requested by the OPT to: 1. Record the products incorporated into the Project for the Owner; 2. Provide detailed information for the products proposed for the Project regarding their fabrication, installation, commissioning, and testing; and 3. Allow the Designer to advise the Owner if products proposed for the Project by the Contractor conform, in general,to the design concepts of the Contract Documents. C. Contractor's responsibility for full compliance with the Contract Documents is not relieved by the review of Shop Drawings, Samples, or mockups. Contract modifications can only be approved by Change Order or Field Order. 25.02 Quality Assurance A. Submit legible, accurate, and complete documents presented in a clear, easily understood manner. Shop Drawings not meeting these criteria will be rejected. B. Demonstrate that the proposed products are in full and complete compliance with the design criteria and requirements of the Contract Documents or will be if deviations requested per Paragraph 25.10 are approved. C. Furnish and install products that fully comply with the information included in the document submittal. 25.03 Contractor's Responsibilities A. Provide Shop Drawings as required by Paragraph 25.03 of the Supplementary Conditions. B. Include Shop Drawings in the Schedule of Documents required by Article 24 to indicate the Shop Drawings to be submitted,the dates on which documents are to be sent to the Designer for review and proposed dates that the product will be incorporated into the Project. C. Incorporate the dates for processing Shop Drawings into the Progress Schedule required by Article 27. 1. Submit Shop Drawings in accordance with the schedule so construction of the Project is not delayed. 2. Allow a reasonable time for the review of Shop Drawings when preparing the Progress Schedule. Include time for making revisions to the Shop Drawings and resubmitting the Shop Drawing for a least a second review. Assume a 14-day review cycle for each time General Conditions 007200-107 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC a Shop Drawing is submitted for review unless a longer period of time is indicated in the Contract Documents. 3. Schedule document submittals to provide all information for interrelated Work at one time. 4. Allow adequate time for ordering, fabricating, delivering, and installing product so construction of the Project is not delayed. D. Complete the following before submitting a Shop Drawing or Sample: 1. Prepare Shop Drawing Review and coordinate the Shop Drawing or Sample with other Shop Drawings and Samples and with the requirements of the Work and the Contract Documents; 2. Determine and verify specified performance and design criteria, installation requirements, materials,catalog numbers, and similar information with respect to Shop Drawings and Samples; 3. Determine and verify the suitability of materials and equipment offered with respect to the indicated application, fabrication, shipping, handling, storage, assembly, and installation pertaining to the performance of the Work; and 4. Determine and verify information relative to Contractor's responsibilities for means, methods, techniques, sequences, and procedures of construction, and safety precautions and programs incident thereto. E. Determine and verify: 1. Accurate field measurements, quantities, and dimensions are shown on the Shop Drawings; 2. Location of existing structures, utilities, and equipment related to the Shop Drawing have been shown and conflicts between the products existing structures, utilities, and equipment have been identified; 3. Conflicts that impact the installation of the products have been brought to the attention of the OPT through the Designer; 4. Shop Drawings are complete for their intended purpose; and 5. Conflicts between the Shop Drawings related to the various Subcontractors and Suppliers have been resolved. F. Review Shop Drawings prior to submitting to the Designer. Certify that all Shop Drawings have been reviewed by the Contractor and are in strict conformance with the Contract Documents as modified by Addenda, Change Order, Field Order, or Contract Amendment when submitting Shop Drawings except for deviations specifically brought to the Designer's attention on an attached Shop Drawing Deviation Request form in accordance with Paragraph 25.09. G. Fabrication or installation of any products prior to the approval of Shop Drawings is done at the Contractor's risk. Defective products may be rejected at the Owner's option. H. Payment will not be made for products for which Shop Drawings or Samples are required until these are approved by the Designer. General Conditions 007200-108 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 25.04 Shop Drawing Requirements A. Provide adequate information in Shop Drawings and Samples so Designer can: 1. Assist the Owner in selecting colors,textures, or other aesthetic features. 2. Compare the proposed features of the product with the specified features and advise Owner that the product does, in general, conform to the Contract Documents. 3. Compare the performance features of the proposed product with those specified and advise the Owner that the product does, in general,conform to the performance criteria specified in the Contract Documents. 4. Review required certifications, guarantees, warranties, and service agreements for compliance with the Contract Documents. B. Include a complete description of the product to be furnished, including: 1. Type, dimensions, size, arrangement, and operational characteristics of the product; 2. Weights,gauges,materials of construction,external connections,anchors,and supports required; 3. All applicable standards such as ASTM or Federal specification numbers; 4. Fabrication and installation drawings, setting diagrams, manufacturing instructions, templates, patterns, and coordination drawings; 5. Mix designs for concrete, asphalt, or other materials proportioned for the Project; and 6. Complete and accurate field measurements for products which must fit existing conditions. Indicate on the document submittal that the measurements represent actual dimensions obtained at the Site. C. Submit Shop Drawings that require coordination with other Shop Drawings at the same time. Shop Drawings requiring coordination with other Shop Drawings will be rejected until a complete package is submitted. 25.05 Special Certifications and Reports A. Provide all required certifications with the Shop Drawings as specified in the individual Specification Sections: 1. Certified Test Reports (CTR): A report prepared by an approved testing agency giving results of tests performed on products to indicate their compliance with the Specifications. This report is to demonstrate that the product when installed will meet the requirements and is part of the Shop Drawing. Field tests may be performed by the Owner to determine that in place materials or products meet the same quality as indicated in the CTR submitted as part of the Shop Drawing. 2. Certification of Local Field Service (CLS): A certified letter stating that field service is available from a factory or supplier approved service organization located within a 300 mile radius of the Site. List names, addresses, and telephone numbers of approved service organizations on or attach it to the certificate. 3. Certification of Adequacy of Design (CAD): A certified letter from the manufacturer of the equipment stating that they have designed the equipment to be structurally stable General Conditions 007200-109 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC and to withstand all imposed loads without deformation, failure, or adverse effects to the performance and operational requirements of the unit. The letter shall state that mechanical and electrical equipment is adequately sized to be fully operational for the conditions specified or normally encountered by the product's intended use. 25.06 Warranties and Guarantees A. Provide all required warranties, guarantees, and related documents with the Shop Drawing. The effective date of warranties and guarantees will be the date of acceptance of the Work by the Owner. B. Identify all Extended Warranties, defined as any guarantee of performance for the product or system beyond the 1-year correction period described in the General Conditions. Issue the warranty certificate in the name of the Owner. Provide a Warranty Bond for Extended Warranties if required by Specification Sections. C. Provide a copy of all warranties in a separate document in accordance with Article 29. 25.07 Shop Drawing Submittal Procedures A. Submit Shop Drawings through the Designer. Send all documents in digital format for processing. 1. Provide all information requested in the Shop Drawing submittal form. Do not leave any blanks incomplete. If information is not applicable,enter NA in the space provided. The Shop Drawing submittal form is to be the first document in the file submitted. 2. Submit all documents in Portable Document Format(PDF). a. Create PDF documents from native format files unless files are only available from scanned documents. b. Rotate pages so that the top of each document appears at the top of the monitor screen when opened in PDF viewing software. c. Submit PDF document with adequate resolution to allow documents to be printed in a format equivalent to the document original. Documents are to be scalable to allow printing on standard 8-1/2 x 11 or 11 x 17 paper. d. Submit color PDF documents where color is required to interpret the Shop Drawing. Submit Samples and color charts per Paragraph 25.08.A. e. Create or convert documents to allow text to be selected for comments or searched using text search features. Run scanned documents through Optical Character Recognition (OCR) software if necessary. f. Flatten markups in documents to prevent markups made by Contractor from being moved or deleted. Flatten documents to allow markup recovery. g. Use software to reduce file size using default settings except the option for "Drop Metadata." Uncheck the "Drop Metadata" box when reducing file size. h. Add footers to each document with the Project name. General Conditions 007200-110 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 3. Submit each specific product or class of material separately so these can be tracked and processed independently. Do not submit Shop Drawings for more than one product in the same Shop Drawing. 4. Submit items specified in different Specification Sections separately unless they are part of an integrated system. 5. Define abbreviations and symbols used in Shop Drawings. a. Use terms and symbols in Shop Drawings consistent with the Contract Drawings. b. Provide a list of abbreviations and their meaning as used in the Shop Drawings. c. Provide a legend for symbols used on Shop Drawings. 6. Mark Shop Drawings to reference: a. Related Specification Sections, b. Drawing number and detail designation, C. Product designation or name, d. Schedule references, e. System into which the product is incorporated, and f. Location where the product is incorporated into the Project. B. Use the following conventions to markup Shop Drawings for review: 1. Make comments and corrections in the color blue. Add explanatory comments to the markup. 2. Highlight items in black that are not being furnished when the Supplier's standard drawings or information sheets are provided so that only the products to be provided are in their original color. 3. Make comments in the color yellow where selections or decisions by the Designer are required, but such selections do not constitute a deviation from the Contract Documents. Add explanatory comments to the markup to indicate the action to be taken by the Designer. 4. Make comments in the color orange that are deviation requests. Include the deviation request number on the Shop Drawing that corresponds to the deviation request on the Shop Drawing Deviation Request form. Include explanatory comments in the Shop Drawing Deviation Request form. 5. Mark dimensions with the prefix FD to indicate field verified dimensions on the Shop Drawings. C. Submit a Change Proposal per Article 12 to request modifications to the Contract Documents, including those for approval of"or equal" products when specifically allowed by the Contract Documents or as a substitution for specified products or procedures. D. Designate a Shop Drawing as requiring priority treatment in the comment section of the Shop Drawing submittal form to place the review of the Shop Drawing ahead of other Shop Drawings previously delivered. Shop Drawings are typically reviewed in the order received, unless Contractor requests that a different priority be assigned. Priority Shop Drawings will General Conditions 007200-111 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC be reviewed before other Shop Drawings for this Project already received but not yet reviewed. Use of this priority designation for Shop Drawings may delay the review of Shop Drawings previously submitted, pushing the processing of Shop Drawings beyond the 14-day target. Contractor is responsible for delays resulting from the use of the priority designation status on Shop Drawings. E. Complete the certification required by Paragraph 25.03. 25.08 Sample and Mockup Submittal Procedures A. Submit color charts and Samples for every product requiring color, texture, or finish selection. 1. Submit color charts and Samples only after Shop Drawings for the products have been approved. 2. Deliver all color charts and Samples at one time. 3. Provide Samples of adequate size to clearly illustrate the functional characteristics of the product, with integrally related parts and attachment devices. 4. Indicate the full range of color, texture, and patterns. 5. Deliver color charts and Samples to the field office and store for the duration of the Project 6. Notify the Designer that color charts and Samples have been delivered for approval using the Notification by Contractor form. 7. Submit color charts and Samples not less than 30 days prior to when these products are to be ordered or released for fabrication to comply with the Project schedule. 8. Remove Samples that have been rejected. Submit new Samples following the same process as for the initial Sample until Samples are approved. 9. Dispose of Samples when related Work has been completed and approved and disposal is approved by the Designer. At Owner's option, Samples will become the property of the Owner. B. Construct mockups for comparison with the Work being performed. 1. Construct mockups from the actual products to be used in construction per detailed Specification Sections. 2. Construct mockups of the size and in the area indicated in the Contract Documents. 3. Construct mockups complete with texture and finish to represent the finished product. 4. Notify the Designer that mockups have been constructed and are ready for approval using the Notification by Contractor form. Allow 2 weeks for OPT to approve of the mockup before beginning the Work represented by the mockup. 5. Remove mockups that have been rejected. Construct new mockups following the same process as for the initial mockup until mockup is approved. 6. Protect mockups until Work has been completed and accepted by the OPT. General Conditions 007200-112 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 7. Dispose of mockups when related Work has been completed and disposal is approved by the Designer. 25.09 Equal Non Specified Products A. Contractor may submit other manufacturers' products that are in full compliance with the Specification where Specifications list one or more manufacturers followed by the phase "or equal" or"or approved equal." 1. Submit a Shop Drawing as required by this article to document that the proposed product is equal or superior to the specified product. 2. Prove that the product is equal. It is not the OPT's responsibility to prove the product is not equal. a. Indicate on a point by point basis for each specified feature that the product is equal to the Contract Document requirements. b. Make a direct comparison with the specified manufacturer's published data sheets and available information. Provide this printed material with the Shop Drawing. c. The decision of the Designer regarding the acceptability of the proposed product is final. 3. Provide a typewritten certification that, in furnishing the proposed product as an equal, the Contractor: a. Has thoroughly examined the proposed product and has determined that it is equal or superior in all respects to the product specified. b. Has determined that the product will perform in the same manner and result in the same process as the specified product. c. Will provide the same warranties and/or bonds as for the product specified. d. Will assume all responsibility to coordinate any modifications that may be necessary to incorporate the product into the construction and will waive all claims for additional Work which may be necessary to incorporate the product into the Project which may subsequently become apparent. e. Will maintain the same time schedule as for the specified product. 25.10 Requests for Deviation A. Submit requests for deviation from the Contract Documents for any product that does not fully comply with the Contract Documents. B. Submit requests for deviation using the Shop Drawing Deviation Request form provided. Identify each deviation request as a separate item. Include all requested deviations that must be approved as a group together and identify them as a single item. C. Include a description of why the deviation is required and the impact on Contract Price or Contract Times. Include the amount of any cost savings to the Owner for deviations that result in a reduction in cost. D. Submit as a Change Proposal prior to submitting the Shop Drawing if the deviation will result in a change in Contract Price or Contract Times. General Conditions 007200-113 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC E. A Modification must be issued by the Designer for approval of a deviation. Approval of a requested Shop Drawing deviation by the Designer on the Shop Drawings Deviation Request form indicates approval of the requested deviation only on its technical merits as generally conforming to the Contract Documents. Deviations from the Contract Documents can only be approved by a Modification. 25.11 Designer Responsibilities A. Shop Drawings will be received by the Designer. Designer will log the documents and review per this Article for general conformance with the Contract Documents. 1. Designer's review and approval will be only to determine if the products described in the Shop Drawing or Sample will, after installation or incorporation into the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. 2. Designer's review and approval will not extend to means, methods, techniques, sequences,or procedures of construction or to safety precautions or programs incident thereto. 3. Designer's review and approval of a separate item as such will not indicate approval of the assembly in which the item functions. B. Comments will be made on items called to the attention of the Designer for review and comment. Any marks made by the Designer do not constitute a blanket review of the document submittal or relieve the Contractor from responsibility for errors or deviations from the Contract requirements. 1. Designer will respond to Contractor's markups by either making markups directly in the Shop Drawings file using the color green or by attaching a Document Review Comments form with review comments. 2. Shop Drawings that are reviewed will be returned with one or more of the following status designations: a. Approved: Shop Drawing is found to be acceptable as submitted. b. Approved as Noted: Shop Drawing is Approved so long as corrections or notations made by Designer are incorporated into the Show Drawing. C. Not Approved: Shop Drawing or products described are not acceptable. 3. Shop Drawing will also be designated for one of the following actions: a. Final distribution: Shop Drawing is acceptable without further action and has been filed as a record document. b. Shop Drawing not required: A Shop Drawing was not required by the Contract Documents. Resubmit the document per Article 26. c. Cancelled: This action indicates that for some reason, the Shop Drawing is to be removed from consideration and all efforts regarding the processing of that document are to cease. General Conditions 007200-114 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC d. Revise and resubmit: Shop Drawing has deviations from the Contract Documents, significant errors, or is inadequate and must be revised and resubmitted for subsequent review. e. Resubmit with corrections made: Shop Drawing is "Approved as Noted," but has significant markups. Make correction and notations to provide a revised document with markup incorporated into the original document so that no markups are required. f. Returned without review due to excessive deficiencies: Document does not meet the requirement of the Specifications for presentation or content to the point where continuing to review the document would be counterproductive to the review process or clearly does not meet the requirements of the Contract Documents. Revise the Shop Drawing to comply with the requirements of this Section and resubmit. g. Actions a through c will close out the Shop Drawing review process and no further action is required as a Shop Drawing. Actions d through f require follow up action to close out the review process. 4. Drawings with a significant or substantial number of markings by the Contractor may be marked "Approved as Noted" and "Resubmit with corrections made." These drawings are to be revised to provide a clean record of the Shop Drawing. Proceed with ordering products as the documents are revised. 5. Dimensions or other data that does not appear to conform to the Contract Documents will be marked as "At Variance With" (AVW) the Contract Documents or other information provided. The Contractor is to make revisions as appropriate to comply with the Contract Documents. C. Bring deviations to the Shop Drawings to the attention of the Designer for approval by using the Shop Drawing Deviation Request form. Use a single line for each requested deviation so the Status and Action for each deviation can be determined for that requested deviation. If approval or rejection of a requested deviation will impact other requested deviations, then all related deviations should be included in that requested deviation line so the status and action can be determined on the requested deviation as a whole. D. Requested deviations will be reviewed as possible Modification to the Contract Documents. 1. A Requested deviation will be rejected as "Not Approved" if the requested deviation is unacceptable. Contractor is to revise and resubmit the Shop Drawing with corrections for approval. 2. A Field Order will be issued by the Designer for deviations approved by the Designer if the requested deviation is acceptable and if the requested deviation will not result in a change in Contract Price or Contract Times. Requested deviations from the Contract Documents may only be approved by Field Order. 3. A requested deviation will be rejected if the requested deviation is acceptable but the requested deviation will or should result in a change in Contract Price or Contract Times. Submit any requested deviation that requires a change in Contract Price or Contract Times as a Change Proposal for approval prior to resubmitting the Shop Drawing. General Conditions 007200-115 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC E. Contractor is to resubmit the Shop Drawing until it is acceptable and marked Approved or Approved as Noted and is assigned an action per Paragraph 25.11 that indicates that the Shop Drawing process is closed. F. Information that is submitted as a Shop Drawings that should be submitted as Record Data or other type of document, or is not required may be returned without review, or may be deleted. No further action is required and the Shop Drawing process for this document will be closed. 25.12 Resubmission Requirements A. Make all corrections or changes in the documents required by the Designer and resubmit to the Designer until approved. 1. Revise initial drawings or data and resubmit as specified for the original document. 2. Highlight or cloud in green those revisions which have been made in response to the previous reviews by the Designer. This will include changes previously highlighted or clouded in yellow to direct attention to Designer to items requiring selections or decisions by the Designer or highlighted or clouded in orange for a requested deviation from the Contract Documents. 3. Highlight and cloud new items in yellow where selections or decisions by the Designer are required, but such selections do not constitute a deviation from the Contract Documents. Add explanatory comments to the markup to indicate the action to be taken by the Designer. 4. Highlight and cloud new items in orange that are deviation requests. Include the deviation request number on the Shop Drawing that corresponds to the deviation request on the Shop Drawing Deviation Request form. Numbering for these new items is to start with the next number following the last Shop Drawing deviation requested. Include explanatory comments in the Shop Drawing Deviation Request form. B. Pay for excessive review of Shop Drawings. 1. Excessive review of Shop Drawings is defined as any review required after the original review has been made and the first resubmittal has been checked to see that corrections have been made. 2. Review of Shop Drawings or Samples will be an additional service requiring payment by the Contractor if the Contractor submits a substitution for a product for which a Shop Drawing or Sample has previously been approved, unless the need for such change is beyond the control of Contractor. 3. Cost for additional review time will be billed to the Owner by the Designer for the actual hours required for the review of Shop Drawings by Designer and in accordance with the rates listed in SECTION 00 73 00 SUPPLEMENTARY CONDITIONS. 4. A Set-off will be included in each Application for Payment to pay costs for the additional review to the Owner on a monthly basis. The Set-off will be based on invoices submitted to Owner for these services. General Conditions 007200-116 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 5. Need for more than one resubmission or any other delay of obtaining Designer's review of Shop Drawings will not entitle the Contractor to an adjustment in Contract Price or an extension of Contract Times. ARTICLE 26—RECORD DATA 26.01 Work Included A. Submit Record Data as required by the Contract Documents and as reasonably requested by the OPT. Provide Record Data for all products unless a Shop Drawing is required for the same item. B. Submit Record Data to provide documents that allow the Owner to: 1. Record the products incorporated into the Project for the Owner; 2. Review detailed information about the products regarding their fabrication,installation, commissioning, and testing; and 3. Provide replacement or repair of the products at some future date. C. Contractor's responsibility for full compliance with the Contract Documents is not relieved by the receipt or cursory review of Record Data. Contract modifications can only be approved by Change Order or Field Order. D. Provide various reports or other documents that Contract Documents require for record purposes. 26.02 Quality Assurance A. Submit legible, accurate, and complete documents presented in a clear, easily understood manner. Record Data not meeting these criteria will be rejected. 26.03 Contractor's Responsibilities A. Submit Record Data in accordance with SECTION 00 73 00 SUPPLEMENTARY CONDITIONS. B. Include Record Data in the Schedule of Documents required by Article 24 to indicate the Record Data to be submitted,the dates on which documents are to be sent to the Designer for review, and proposed dates that the product will be incorporated into the Project. C. Complete the following before submitting Record Data: 1. Prepare Record Data and coordinate with Shop Drawings or Samples, other Record Data, and with the requirements of the Work and the Contract Documents; 2. Determine and verify specified performance and design criteria, installation requirements, materials, catalog numbers, and similar information; 3. Determine and verify the suitability of materials and equipment offered with respect to the indicated application, fabrication, shipping, handling, storage, assembly, and installation pertaining to the performance of the Work; and 4. Determine and verify information relative to Contractor's responsibilities for means, methods, techniques, sequences, and procedures of construction, and safety precautions and programs incident thereto. General Conditions 007200-117 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC D. Determine and verify: 1. Accurate field measurements, quantities, and dimensions are shown on the Record Data; 2. Location of existing structures, utilities, and equipment related to the Record Data have been shown and conflicts between the products existing structures, utilities, and equipment have been identified; 3. Conflicts that impact the installation of the products have been brought to the attention of the OPT through the Designer; 4. Record Data are complete for their intended purpose; and 5. Conflicts between the Record Data related to the various Subcontractors and Suppliers have been resolved. E. Review Record Data prior to submitting to the Designer. Certify that all Record Data has been reviewed by the Contractor and is in strict conformance with the Contract Documents as modified by Addenda, Change Order, Field Order, or Contract Amendment when submitting Record Data. 26.04 Record Data Requirements A. Include a complete description of the material or equipment to be furnished, including: 1. Type,dimensions,size,arrangement,model number,and operational parameters of the components; 2. Weights,gauges,materials of construction,external connections,anchors,and supports required; 3. All applicable standards such as ASTM or Federal specification numbers; 4. Fabrication and installation drawings, setting diagrams, manufacturing instructions, templates, patterns, and coordination drawings; 5. Mix designs for concrete, asphalt or other materials proportioned for the Project; and 6. Complete and accurate field measurements for products which must fit existing conditions. Indicate on the document submittal that the measurements represent actual dimensions obtained at the Site. 26.05 Special Certifications and Reports A. Provide all required certifications with the Record Data as specified in the individual Specification Sections: 1. Certified Test Reports (CTR): A report prepared by an approved testing agency giving results of tests performed on products to indicate their compliance with the Specifications. This report is to demonstrate that the product when installed will meet the requirements and is part of the Record Data. Field tests may be performed by the Owner to determine that in place materials or products meet the same quality as indicated in the CTR submitted as part of the Record Data. General Conditions 007200-118 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 26.06 Warranties and Guarantees A. Provide all required warranties, guarantees, and related documents with the Record Data. The effective date of warranties and guarantees will be the date of acceptance of the Work by the Owner. B. Identify all Extended Warranties, defined as any guarantee of performance for the product or system beyond the 1 year correction period described in the General Conditions. Issue the warranty certificate in the name of the Owner. Provide a Warranty Bond for Extended Warranties if required. C. Provide a copy of all warranties in a separate document in accordance with Article 29. 26.07 Record Data Submittal Procedures A. Submit Record Data through the Designer. Send all documents in digital format for processing. 1. Provide all information requested in the Record Data submittal form. Do not leave any blanks incomplete. If information is not applicable,enter NA in the space provided. The Record Data submittal form is to be the first document in the file. 2. Submit all documents in Portable Document Format (PDF). a. Create PDF documents from native format files unless files are only available from scanned documents. b. Rotate pages so that the top of each document appears at the top of the monitor screen when opened in PDF viewing software. c. Submit PDF document with adequate resolution to allow documents to be printed in a format equivalent to the document original. Documents are to be scalable to allow printing on standard 8-1/2 x 11 or 11 x 17 paper. d. Submit color PDF documents where color is required to interpret the Record Data. e. Create or convert documents to allow text to be selected for comments or searched using text search features. Run scanned documents through Optical Character Recognition (OCR) software if necessary. f. Flatten markups in documents to prevent markups made by Contractor from being moved or deleted. Flatten documents to allow markup recovery. g. Use software to reduce file size using default settings except the option for "Drop Metadata." Uncheck the "Drop Metadata" box when reducing file size. h. Add footers to each document with the Project name. 3. Submit each specific product, class of material, or product separately so these can be tracked and processed independently. Do not submit Record Data for more than one system in the same Record Data. 4. Submit items specified in different Specification Sections separately unless they are part of an integrated system. 5. Define abbreviations and symbols used in Record Data. General Conditions 007200-119 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC a. Use terms and symbols in Record Data consistent with the Contract Drawings. b. Provide a list of abbreviations and their meaning as used in the Record Data. C. Provide a legend for symbols used on Record Data. 6. Mark Record Data to reference: a. Related Specification Sections, b. Drawing number and detail designation, c. Product designation or name, d. Schedule references, e. System into which the product is incorporated, and f. Location where the product is incorporated into the Project. B. Submit a Change Proposal per Article 12 to request modifications to the Contract Documents, including those for approval of"or equal" products when specifically allowed by the Contract Documents or as a substitution for specified products or procedures. Deviations from the Contract Documents can only be approved by a Modification. C. Complete the certification required by Paragraph 26.03. 26.08 Designer's Responsibilities A. Record Data will be received by the Designer, logged, and provided to Owner as the Project record. 1. Record Data may be reviewed to see that the information provided is adequate for the purpose intended. Record Data not meeting the requirements of Paragraph 26.02 may be rejected as unacceptable. 2. Record Data is not reviewed for compliance with the Contract Documents. Comments may be returned if deviations from the Contract Documents are noted during the cursory review performed to see that the information is adequate. 3. Contractor's responsibility for full compliance with the Contract Documents is not relieved by the review of Record Data. Contract modifications can only be approved by a Modification. B. Designer may take the following action in processing Record Data: 1. File Record Data as received if the cursory review indicates that the document meets the requirements of Paragraph 26.02. Document will be given the status of "Filed as Received" and no further action is required on that Record Data. 2. Reject the Record Data for one of the following reasons: a. The document submittal requirements of the Contract Documents indicate that the document submitted as Record Data should have been submitted as a Shop Drawing. The Record Data will be marked "Rejected" and "Submit Shop Drawing." No further action is required on this document as Record Data and the Record Data process will be closed. Resubmit the document as a Shop Drawing per Article 25. General Conditions 007200-120 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC b. The cursory review indicates that the document does not meet the requirements of Paragraph 26.02. The Record Data will be marked "Rejected" and "Revise and Resubmit." Contractor is to resubmit the Record Data until it is acceptable and marked "Filed as Received." When Record Data is filed, no further action is required, and the Record Data process will be closed. c. The Record Data is not required by the Contract Documents nor is the Record Data applicable to the Project. The Record Data will be marked "Rejected" and "Cancel -Not Required." No further action is required,and the Record Data process will be closed. C. Contractor is to resubmit the Record Data until it is acceptable and marked "Filed as Received." ARTICLE 27—CONSTRUCTION PROGRESS SCHEDULE 27.01 Requirements A. Prepare and submit a Progress Schedule for the Work and update the schedule on a monthly basis for the duration of the Project. B. Provide schedule in adequate detail to allow Owner to monitor progress and to relate document processing to sequential activities of the Work. C. Incorporate and specifically designate the dates of anticipated submission of documents and the dates when documents must be returned to the Contractor into the schedule. D. Assume complete responsibility for maintaining the progress of the Work per the schedule submitted. E. Schedule Work based upon a six day work week. 27.02 Document Submittal A. Submit Progress Schedules in accordance with Article 24. B. Submit a preliminary schedule within 10 days after the Notice of Award. The schedule is to be available at the pre-construction conference. C. Submit a detailed schedule at least 10 days prior to the first payment request. D. Submit Progress Schedule updates monthly with Applications for Payment to indicate the progress made on the Project to that date. Failure to submit the schedule may cause delay in the review and approval of Applications for Payment. 27.03 Schedule Requirements A. Schedule is to be in adequate detail to: 1. Assure adequate planning, scheduling, and reporting during the execution of the Work; 2. Assure the coordination of the Work of the Contractor and the various Subcontractors and Suppliers; 3. Assist in monitoring the progress of the Work; and General Conditions 007200-121 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 4. Assist in evaluating proposed changes to the Contract Times and Project schedule. B. Provide personnel with 5 years' minimum experience in scheduling construction work comparable to this Project. Prepare the schedule using acceptable scheduling software. C. Provide the schedule in the form of a computer generated critical path schedule which includes Work to be performed on the Project. It is intended that the schedule accomplish the following: 1. Give early warning of delays in time for correction. 2. Provide detailed plans for the execution of the Work in the form of future activities and events in sequential relationships. 3. Establish relationships of significant planned Work activities and provide a logical sequence for planned Work activities. 4. Provide continuous current status information. 5. Allow analysis of the Contractor's program for the completion of the Project. 6. Permit schedules to be revised when the existing schedule is not achievable. 7. Log the progress of the Work as it actually occurs. D. Prepare a time scaled CPM arrow or precedence diagram to indicate each activity and its start and stop dates. 1. Develop Milestone dates and Project completion dates to conform to time constraints, sequencing requirements and Contract completion date. 2. Use calendar day durations while accounting for holidays and weather conditions in the projection of the duration of each activity. 3. Clearly indicate the critical path for Work to complete the Project. E. Provide a time scaled horizontal bar chart which indicates graphically the Work scheduled at any time during the Project. The chart is to indicate: 1. Complete sequence of construction by activity; 2. Identification of the activity by structure, location, and type of Work; 3. Chronological order of the start of each item of Work; 4. The activity start and stop dates; 5. The activity duration; 6. Successor and predecessor relationships for each activity; 7. A clearly indicated single critical path; and 8. Projected percentage of completion, based on dollar value of the Work included in each activity as of the first day of each month. F. Provide a schedule incorporating the Schedule of Documents provided in accordance with Article 24 indicating: 1. Specific date each document is to be delivered to the Designer. 2. Specific date each document must be received in order to meet the proposed schedule. General Conditions 007200-122 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 3. Allow a reasonable time to review documents, taking into consideration the size and complexity of the document, other documents being processed, and other factors that may affect review time. 4. Allow time for re-submission of each document. Contractor is responsible for delays associated with additional time required to review incomplete or erroneous documents and for time lost when documents are submitted for products that do not meet Specification requirements. 27.04 Schedule Revisions A. Revise the schedule if it appears that the schedule no longer represents the actual progress of the Work. 1. Submit a written report if the schedule indicates that the Project is more than 30 days behind schedule. The report is to include: a. Number of days behind schedule; b. Narrative description of the steps to be taken to bring the Project back on schedule; and c. Anticipated time required to bring the Project back on schedule. 2. Submit a revised schedule indicating the action that the Contractor proposes to take to bring the Project back on schedule. B. Revise the schedule to indicate any adjustments in Contract Times approved by Modification. 1. Include a revised schedule with Change Proposals if a change in Contract Times is requested. 2. OPT will deem any Change Proposal that does not have a revised schedule and request for a change in Contract Times as having no impact on the ability of the Contractor to complete the Project within the Contract Times. C. Updating the Project schedule to reflect actual progress is not considered a revision to the Project schedule. D. Applications for Payment may not be recommended for payment without a revised schedule and if required, the report indicating the Contractor's plan for bringing the Project back on schedule. 27.OS Float Time A. Define float time as the amount of time between the earliest start date and the latest start date of a chain of activities on the construction schedule. B. Float time is not for the exclusive use or benefit of either the Contractor or Owner. C. Where several subsystems each have a critical path, the subsystem with the longest time of completion is the critical path and float time is to be assigned to other subsystems. D. Contract Times cannot be changed by the submission of a schedule. Contract Times can only be modified by a Change Order or Contract Amendment. General Conditions 007200-123 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC E. Schedule completion date must be the same as the Contract completion date. Time between the end of construction and the Contract completion date is float time. ARTICLE 28—VIDEO AND PHOTOGRAPHIC DOCUMENTATION 28.01 Work Included A. Provide a video recording of the Site prior to the beginning of construction. 1. Record the condition of all existing facilities in or abutting the construction area (right- of-way)including but not limited to streets,curb and gutter, utilities,driveways,fencing, landscaping, etc. 2. Record after construction staking is complete but prior to any clearing. 3. Provide one copy of the recording, dated and labeled to the OAR before the start of construction. Provide additional recording as directed by the OAR if the recording provided is not considered suitable for the purpose of recording pre-existing conditions. B. Furnish an adequate number of photographs of the Site to clearly depict the completed Project. 1. Provide a minimum of ten different views. 2. Photograph a panoramic view of the entire Site. 3. Photograph all significant areas of completed construction. 4. Completion photographs are not to be taken until all construction trailers, excess materials, trash, and debris have been removed. 5. Employ a professional photographer approved by the OAR to photograph the Project. 6. Provide one aerial photograph of the Site from an angle and height to include the entire Site while providing adequate detail. C. All photographs, video recordings, and a digital copy of this media are to become the property of the Owner. Photographs or recordings may not be used for publication,or public or private display without the written consent of the Owner. 28.02 Quality Assurance A. Provide clear photographs and recordings taken with proper exposure. View photographs and recordings in the field and take new photographs or recordings immediately if photos of an adequate print quality cannot be produced or video quality is not adequate. Provide photographs with adequate quality and resolution to permit enlargements. 28.03 Document Submittal A. Submit photographic documentation as Record Data in accordance with Article 24. B. Submit two DVDs of the video recording as Record Data in accordance with Article 24. General Conditions 007200-124 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 28.04 Photographs A. Provide photographs in digital format with a minimum resolution of 1280 x 960, accomplished without a digital zoom. B. Take photographs at locations acceptable to the OAR. C. Provide two color prints of each photograph and a digital copy on a DVD of each photograph taken. D. Identify each print on back with: 1. Project name. 2. Date,time, location, and orientation of the exposure. 3. Description of the subject of photograph. E. Submit photographs in clear plastic sheets designed for photographs. Place only one photograph in each sheet to allow the description on the back to be read without removing the photograph. F. Final photographs are to include two 8-by-10-inch glossy color prints for each of ten photographs selected by the OAR. These photographs are in addition to normal prints. 28.05 Video Recording A. Provide digital format on DVD that can be played with Windows Media Player in common format in full screen mode. B. Identify Project on video by audio or visual means. C. Video file size should not exceed 400 MB. D. Video resolution shall be 1080p. E. The quality of the video must be sufficient to determine the existing conditions of the construction area. Camera panning must be performed while at rest, do not pan the camera while walking or driving. Camera pans should be performed at intervals sufficient to clearly view the entire construction area. F. DVD shall be labeled with construction stationing and stationing should be called out, voice recorded, in the video. G. The entire construction area recording shall be submitted at once. Sections submitted separately will not be accepted. H. Pipeline projects should be recorded linearly from beginning to end. ARTICLE 29—EXECUTION AND CLOSEOUT 29.01 Substantial Completion A. Notify the OAR that the Work or a designated portion of the Work is substantially complete per the General Conditions. Include a list of the items remaining to be completed or corrected before the Project will be considered to be complete. General Conditions 007200-125 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC B. OPT will visit the Site to observe the Work within 30 days after notification is received to determine the status of the Project. C. OAR will notify the Contractor, within 120 days after notification, that the Work is either substantially complete or that additional Work must be performed before the Project will be considered substantially complete. 1. OAR will notify the Contractor of items that must be completed before the Project will be considered substantially complete. 2. Correct the noted deficiencies in the Work. 3. Notify the OAR when the items of Work in the OAR's notice have been completed. 4. OPT will revisit the Site and repeat the process. 5. OAR will issue a Certificate of Substantial Completion to the Contractor when the OPT considers the Project to be substantially complete. The Certificate will include a tentative list of items to be corrected before Final Payment will be recommended. 6. Review the list and notify the OAR of any objections to items on the list within 10 days after receiving the Certificate of Substantial Completion. 29.02 Final Inspections A. Notify the OAR when: 1. Work has been completed in compliance with the Contract Documents; 2. Equipment and systems have been tested per Contract Documents and are fully operational; 3. Final Operations and Maintenance Manuals have been provided to the Owner and all operator training has been completed; 4. Specified spare parts and special tools have been provided; and 5. Work is complete and ready for final inspection. B. OPT will visit the Site to determine if the Project is complete and ready for Final Payment within 30 days after the notice is received. C. Designer will notify the Contractor that the Project is complete or will notify the Contractor that Work is Defective. D. Take immediate steps to correct Defective Work. Notify the Designer when Defective Work has been corrected. OPT will visit the Site to determine if the Project is complete and the Work is acceptable. OAR will notify the Contractor that the Project is complete or will notify the Contractor that Work is Defective. E. Submit the Request for Final Payment with the closeout documents described in Paragraph 29.04 if notified that the Project is complete, and the Work is acceptable. 29.03 Reinspection Fees A. Owner may impose a Set-off against the Application for Payment in accordance with the General Conditions to compensate the OPT for additional visits to the Project if additional Work is required. General Conditions 007200-126 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 29.04 Closeout Documents Submittal A. Record Documents per Article 20. B. Warranties and bonds. C. Equipment installation reports on equipment. D. Shop Drawings, Record Data, and other documents as required by the Contract Documents. E. Evidence of continuing insurance and bond coverage as required by the Contract Documents. F. Final Photographs per Article 28. 29.05 Transfer of Utilities A. If applicable to the Project,transfer utilities to the Owner when the Certificate of Substantial Completion has been issued and the Work has been occupied by the Owner. B. Submit final meter readings for utilities and similar data as of the date the Owner occupied the Work. 29.06 Warranties, Bonds and Service Agreements A. Provide warranties, bonds, and service agreements required by the Contract Documents. B. The date for the start of warranties, bonds, and service agreements is established per the Contract Documents. C. Compile warranties, bonds, and service agreements and review these documents for compliance with the Contract Documents. 1. Provide a log of all equipment covered under the 1-year correction period specified in the Contract Documents and all products for which special or extended warranties or guarantees are provided. Index the log by Specification Section number on forms provided. Include items 2.e through 2.g below in the tabulation. 2. Provide a copy of specific warranties or guarantees under a tab indexed to the log. Each document is to include: a. A description of the product or Work item; b. The firm name with the name of the principal, address, and telephone number; c. Signature of the respective Supplier or Subcontractor to acknowledge existence of the warranty obligation for extended warranties and service agreements; d. Scope of warranty, bond, or service agreement; e. Indicate the start date for the correction period specified in the Contract Documents for each product and the date on which the specified correction period expires. f. Indicate the start date for extended warranties for each product and the date on which the specified extended warranties period expires. g. Start date, warranty or guarantee period, and expiration date for each warranty, bond, and service agreement; General Conditions 007200-127 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC h. Procedures to be followed in the event of a failure; and i. Specific instances that might invalidate the warranty or bond. D. Submit digital copies of the documents to the Designer for review. E. Submit warranties, bonds, and service agreements within 10 days after equipment or components are placed in service. ARTICLE 30—MISCELLANEOUS 30.01 Computation of Times A. Exclude the first day and include the last day when determining dates for a period of time referred to in the Contract Documents by days. The last day of this period is to be omitted from the determination if it falls on a Sunday or a legal holiday. B. All references and conditions for a Calendar Day Contract in the Contract Documents apply for a Fixed Date Contract. A Fixed Date Contract is one in which the calendar dates for reaching Substantial Completion and/or final completion are specified in lieu of identifying the number of days involved. 30.02 Owner's Right to Audit Contractor's Records A. By execution of the Contract, Contractor grants Owner the right to audit, examine, inspect and/or copy, at Owner's election at all reasonable times during the term of this Contract and for a period of four (4) years following the completion or termination of the Work, all of Contractor's written and electronically stored records and billings relating to the performance of the Work under the Contract Documents. The audit, examination or inspection may be performed by an Owner designee,which may include its internal auditors or an outside representative engaged by Owner. Contractor agrees to retain its records for a minimum of four(4)years following termination of the Contract, unless there is an ongoing dispute under the Contract,then, such retention period must extend until final resolution of the dispute. As used in these General Conditions, "Contractor written and electronically stored records" include any and all information, materials and data of every kind and character generated as a result of the work under this Contract. Examples of Contractor written and electronically stored records include, but are not limited to:accounting data and reports, billings, books, general ledgers, cost ledgers, invoices, production sheets, documents, correspondence, meeting notes, subscriptions, agreements, purchase orders, leases, contracts, commitments, arrangements, notes, daily diaries, reports, drawings, receipts, vouchers, memoranda, time sheets, payroll records, policies, procedures, Subcontractor agreements, Supplier agreements, rental equipment proposals, federal and state tax filings for any issue in question, along with any and all other agreements, sources of information and matters that may, in Owner's sole judgment, have any bearing on or pertain to any matters, rights, duties or obligations under or covered by any Contract Documents. B. Owner agrees to exercise the right to audit, examine or inspect Contractor's records only during regular business hours. Contractor agrees to allow Owner and/or Owner's designee access to all of the Contractor's Records, Contractor's facilities, and current or former employees of Contractor, deemed necessary by Owner or its designee(s), to perform such audit, inspection or examination. Contractor also agrees to provide adequate and General Conditions 007200-128 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC appropriate work space necessary for Owner or its designees to conduct such audits, inspections or examinations. C. Contractor must include this Paragraph 30.02 in any Subcontractor, supplier or vendor contract. 30.03 Independent Contractor A. Contractor is to perform its duties under this Contract as an independent contractor. The Contractor's Team and their personnel are not considered to be employees or agents of the Owner. Nothing in this Contract is to be interpreted as granting Contractor's Team the right or authority to make commitments for the Owner. This Contract does not constitute or create a joint venture, partnership or formal business organization of any kind. 30.04 Cumulative Remedies A. The duties and obligations imposed by these General Conditions and the rights and remedies available to the Owner or Contractor by these General Conditions are in addition to, and are not a limitation of,the rights and remedies which are otherwise imposed or available by: 1. Laws or Regulations; 2. Special warranties or guarantees; or 3. Other provisions of the Contract Documents. B. The provisions of this Paragraph 30.04 are as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right and remedy to which they apply. 30.05 Limitation of Damages A. Owner is not liable to Contractor for claims, costs, losses or damages sustained by Contractor's Team associated with other projects or anticipated projects. B. Contractor waives claims for consequential damages, incidental or special damages arising out of or relating to this Contract, whether the damages are claimed in contract, tort or on any other basis. 30.06 No Waiver A. The failure of Owner or Contractor to enforce any provision of this Contract does not constitute a waiver of that provision or affect the enforceability of that provision or the remainder of this Contract. 30.07 Severability A. If a court of competent jurisdiction renders a part of this Contract invalid or unenforceable, that part is to be severed and the remainder of this Contract continues in full force. General Conditions 007200-129 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 30.08 Survival of Obligations A. Representations, indemnifications, warranties, guarantees and continuing obligations required by the Contract Documents survive completion and acceptance of the Work or termination of the Contract. 30.09 No Third Party Beneficiaries A. Nothing in this Contract can be construed to create rights in any entity other than the Owner and Contractor. Neither the Owner nor Contractor intends to create third party beneficiaries by entering into this Contract. 30.10 Assignment of Contract A. This Contract may not be assigned in whole or in part by the Contractor without the prior written consent of the Owner. 30.11 No Waiver of Sovereign Immunity A. The Owner has not waived its sovereign immunity by entering into and performing its obligations under this Contract. B. This Contract is to perform a governmental function solely for the public benefit. 30.12 Controlling Law A. This Contract is governed by the laws of the State of Texas without regard to its conflicts of laws. Venue for legal proceedings lies exclusively in Nueces County, Texas. Cases must be filed and tried in Nueces County and cannot be removed from Nueces County,Texas. 30.13 Conditions Precedent to Right to Sue A. Notwithstanding anything herein to the contrary,Contractor will have at least 90 days to give notice of a claim for damages as a condition precedent to the right to sue on the Contract, subject to the contractual Claims and Alternative Dispute Resolution processes set forth herein. 30.14 Waiver of Trial by Jury A. Owner and Contractor agree that they have knowingly waived and do hereby waive the right to trial by jury and have instead agreed, in the event of any litigation arising out of or connected to this Contract, to proceed with a trial before the court, unless both parties subsequently agree otherwise in writing. 30.15 Attorney Fees A. The Parties expressly agree that, in the event of litigation, all parties waive rights to payment of attorneys' fees that otherwise might be recoverable, pursuant to the Texas Civil Practice and Remedies Code Chapter 38, Texas Local Government Code §271.153, the Prompt Payment Act, common law or any other provision for payment of attorney's fees. General Conditions 007200-130 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 30.16 Compliance with Laws A. Comply with the Americans with Disabilities Act of 1990 as amended (ADA) and Texas Architectural Barriers Act and all regulations relating to either statute. B. No qualified person shall on the basis of race, color, religion, national origin, gender, age or disability be excluded from participation in, be denied the benefits of, or be subjected to discrimination under any program or activity which receives or benefits from federal financial assistance. C. Comply with all applicable federal, state and city laws, rules and regulations. D. Each applicable provision and clause required by law to be inserted into the Contract shall be deemed to be enacted herein,and the Contract shall be read and enforced as though each were physically included herein. 30.17 Enforcement A. The City Manager or designee and the City Attorney or designee are fully authorized and will have the right to enforce all legal rights and obligations under the Contract without further authorization from City Council. 30.18 Subject to Appropriation A. Funds are appropriated by the Owner on a yearly basis. If for any reason, funds are not appropriated in any given year,the Owner may direct immediate suspension or termination of the Contract with no additional liability to the Owner. If the Contractor is terminated or suspended and the Owner requests remobilization at a later date, the Contractor may request payment for reasonable demobilization/remobilization costs. Such costs shall be addressed through a Change Order to the Contract. Under no circumstances may a provision or obligation under this Contract be interpreted as contrary to this paragraph. 30.19 Contract Sum A. The Contract Sum is stated in the Contract and, including authorized adjustments,is the total maximum not-to-exceed amount payable by Owner to Contractor for performance of the Work under the Contract Documents. Contractor accepts and agrees that all payments pursuant to this Contract are subject to the availability and appropriation of funds by the Corpus Christi City Council. If funds are not available and/or appropriated,this Contract shall immediately be terminated with no liability to any party to this Contract. 30.20 Contractor's Guarantee as Additional Remedy A. The Contractor's guarantee is a separate and additional remedy available to benefit the Owner. Neither the guarantee nor the expiration of the guarantee period will operate to reduce, release or relinquish any rights or remedies available to the Owner for any claims or causes of action against the Contractor or any other individual or entity. 30.21 Notices. A. Any notice required to be given to Owner under any provision in this Contract must include a copy to OAR by mail or e-mail. General Conditions 007200-131 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 30.22 Public Information A. The requirements of Subchapter J, Chapter 552, Government Code, may apply to this contract, and Contractor agrees that the contract can be terminated if Contractor knowingly or intentionally fails to comply with a requirement of that subchapter. END OF SECTION General Conditions 007200-132 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 00 73 00 SUPPLEMENTARY CONDITIONS These Supplementary Conditions amend or supplement SECTION 00 72 00 GENERAL CONDITIONS and other provisions of the Contract Documents. All provisions not amended or supplemented in these Supplementary Conditions remain in effect. The terms used in these Supplementary Conditions have the meanings stated in the General Conditions. Additional terms used in these Supplementary Conditions have the meanings stated below. ARTICLE 1—DEFINITIONS AND TERMINOLOGY SC-1.01 DEFINED TERMS A. The members of the OPT as defined in Paragraph 1.01.A.41 consists of the following organizations: City of Corpus Christi,Texas HDR Engineering, Inc. ARTICLE 4—COMMENCEMENT AND PROGRESS OF THE WORK SC-4.04 DELAYS IN CONTRACTOR'S PROGRESS A. The allocation for delays in the Contractor's progress for rain days as set forth in General Conditions Paragraph 4.04.D are to be determined as follows: 1. Include rain days in developing the schedule for construction. Schedule construction so that the Work will be completed within the Contract Times assuming that these rain days will occur. Incorporate residual impacts following rain days such as limited access to and within the Site, inability to work due to wet or muddy Site conditions, delays in delivery of equipment and materials, and other impacts related to rain days when developing the schedule for construction. Include all costs associated with these rain days and residual impacts in the Contract Price. 2. A rain day is defined as any day in which the amount of rain measured by the National Weather Services at the Power Street Stormwater Pump Station is 0.50 inch or greater. Records indicate the following average number of rain days for each month: Supplementary Conditions 007300- 1 Alameda St. From Louisiana Ave to Texan Trail Bond 2018&2020— 18005A&21051 Rev 4/2022 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Month Day Month Days January 3 July 3 February 3 August 4 March 2 September 7 April 3 October 4 May 4 November 3 June 4 December 3 3. A total of 97 rain days have been set for this Project. An extension of time due to rain days will be considered only after 43 rain days have been exceeded in a calendar year and the OAR has determined that a detrimental impact to the construction schedule resulted from the excessive rainfall. Rain days are to be incorporated into the schedule and unused rain days will be considered float time which may be consumed by the Owner or Contractor in delay claims. ARTICLE 5 — AVAILABILITY OF LANDS; SUBSURFACE CONDITIONS AND PHYSICAL CONDITIONS.- HAZARDOUS ONDITIONS;HAZARDOUS ENVIRONMENTAL CONDITIONS SC-5.03 SUBSURFACE AND PHYSICAL CONDITIONS A. This Supplementary Condition identifies documents referenced in General Conditions Paragraph 5.03.A which describe subsurface and physical conditions. 1. Geotechnical Reports include the following: a. Geotechnical Engineering Services 18005A Alameda St - Louisiana Ave to Chamberlain St.,Tolunay-Wong Engineers, Inc.,August 9, 2019 - SC-5.06 HAZARDOUS ENVIRONMENTAL CONDITIONS AT SITE A. This Supplementary Condition identifies documents referenced in General Conditions Paragraph 5.06 which describe Hazardous Environmental Conditions that have been identified at or adjacent to the Site. 1. Environmental Reports include the following: a. Alameda Bond 2018 18005A— ESA Database Review Memo & EDR Report, HDR Engineering, Inc., May 28, 2021 - b. Alameda Bond 2020 21051 — Phase I ESA & EDR Report, HDR Engineering, Inc., December 14,2021 ARTICLE 6—BONDS AND INSURANCE SC-6.03 REQUIRED MINIMUM INSURANCE COVERAGE Supplementary Conditions 007300-2 Alameda St. From Louisiana Ave to Texan Trail Bond 2018&2020— 18005A&21051 Rev 4/2022 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC INSURANCE REQUIREMENTS CONTRACTOR'S INSURANCE AMOUNTS Provide the insurance coverage for at least the following amounts unless greater amounts are required by Laws and Regulations: Type of Insurance Minimum Insurance Coverage Commercial General Liability including 1. Commercial Form 2. Premises—Completed Operations 3. Explosions and Collapse Hazard 4. Underground Hazard S. Products/Completed Operations Hazard $1,000,000 Per Occurrence 6. Contractual Liability $2,000,000 Aggregate 7. Broad Form Property Damage 8. Independent Contractors 9. Personal &Advertising Injury Business Automobile Liability-Owned, Non- $1,000,000 Combined Single Limit Owned, Rented and Leased Workers' Compensation Statutory Employer's Liability $500,000/500,000/500,000 Excess Liability/Umbrella Liability $1,000,000 Per Occurrence Required if Contract Price>$5,000,000 Contractor's Pollution Liability / $1,000,000 Per Claim Environmental Impairment Coverage Not limited to sudden and accidental ❑ Required X Not Required discharge. To include long-term environmental impact for the disposal of pollutants/contaminants. Required if excavation>3 ft Builder's Risk(All Perils including Collapse) Equal to Full Replacement Cost of Structure and Contents Required for vertical structures and bridges ❑ Required X Not Required Installation Floater Equal to Contract Price Required if installing city-owned equipment ❑ Required X Not Required ARTICLE 7—CONTRACTOR'S RESPONSIBILITIES SC-7.02 LABOR; WORKING HOURS Supplementary Conditions 007300-3 Alameda St. From Louisiana Ave to Texan Trail Bond 2018&2020— 18005A&21051 Rev 4/2022 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC B. Perform Work at the Site during regular working hours except as otherwise required for the safety or protection of person or the Work or property at the Site or adjacent to the Site and except as otherwise stated in the Contract Documents. Regular working hours are between 8 a.m. and 5 p.m. Monday through Friday unless other times are specifically authorized in writing by OAR. SC-7.04 CONCERNING SUBCONTRACTORS,SUPPLIERS,AND OTHERS A. Add the following sentence to the end of Paragraph 7.04.A: "The Contractor must perform at least 50 percent of the Work, measured as a percentage of the Contract Price, using its own employees." ARTICLE 14—PREVAILING WAGE RATE REQUIREMENTS SC-14.04 PREVAILING WAGE RATES A. The minimum rates for various labor classifications as established by the Owner are shown below: Wage Determination Construction Type Project Type (WD) No TX21 Heavy Heavy Construction Projects (including Sewer and Water Line Construction and Drainage Projects) TX29 Highway Highway Construction Projects (excluding tunnels, building structures in rest area projects & railroad construction; bascule, suspension & spandrel arch bridges designed for commercial navigation, bridges involving marine construction; and other major bridges). "General Decision Number : TX20230021 01/06/2023 Superseded General Decision Number : TX20220021 State : Texas Construction Type : Heavy Counties : Nueces and San Patricio Counties in Texas . HEAVY CONSTRUCTION PROJECTS (including Sewer and Water Line Construction and Drainage Projects) Supplementary Conditions 007300-4 Alameda St. From Louisiana Ave to Texan Trail Bond 2018&2020— 18005A&21051 Rev 4/2022 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Note : Contracts subject to the Davis-Bacon Act are generally required to pay at least the applicable minimum wage rate required under Executive Order 14026 or Executive Order 13658 . Please note that these Executive Orders apply to covered contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but do not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5 . 1 (a) (2 ) - ( 60) . lIf the contract is entered 1 . Executive Order 14026 I linto on or after January 30 , l generally applies to the I 12022, or the contract is 1 contract . I Irenewed or extended (e . g. , an I . The contractor must pay I loption is exercised) on or I all covered workers at I lafter January 30 , 2022 : 1 least $16 . 20 per hour (or I I I the applicable wage rate I I I listed on this wage I I I determination, if it is I higher) for all hours I spent performing on the I I I contract in 2023 . I I I I lIf the contract was awarded onl . Executive Order 13658 1 for between January 1, 2015 andl generally applies to the I Supplementary Conditions 007300-5 Alameda St. From Louisiana Ave to Texan Trail Bond 2018&2020— 18005A&21051 Rev 4/2022 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC ( January 29, 2022 , and the I contract . I Icontract is not renewed or I . The contractor must pay alll lextended on or after January covered workers at least 1 130, 2022 : 1 $12 . 15 per hour (or the I I I applicable wage rate listed ) I I on this wage determination, 1 if it is higher) for all I hours spent performing on I I I that contract in 2023 . 1 1 1 I The applicable Executive Order minimum wage rate will be adjusted annually . If this contract is covered by one of the Executive Orders and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must still submit a conformance request . Additional information on contractor requirements and worker protections under the Executive Orders is available at http : //www. dol . gov/whd/govcontracts . Modification Number Publication Date 0 01/06/2023 SUTX1987-001 12/01/1987 Rates Fringes CARPENTER (Excluding Form Supplementary Conditions 007300-6 Alameda St. From Louisiana Ave to Texan Trail Bond 2018&2020— 18005A&21051 Rev 4/2022 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Setting) . . . . . . . . . . . . . . . . . . . . . . . . . $ 9 . 05 ** Concrete Finisher . . . . . . . . . . . . . . . . $ 7 . 56 ** ELECTRICIAN. . . . . . . . . . . . . . . . . . . . . . $ 13 . 37 ** 2 . 58 Laborers : Common . . . . . . . . . . . . . . . . . . . . . . $ 7 . 25 ** Utility. . . . . . . . . . . . . . . . . . . . . $ 7 . 68 ** Power equipment operators : Backhoe . . . . . . . . . . . . . . . . . . . . . $ 9 . 21 ** Motor Grader . . . . . . . . . . . . . . . . $ 8 . 72 ** ----------------------------------------------------------- WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental . ----------------------------------------------------------- ** Workers in this classification may be entitled to a higher minimum wage under Executive Order 14026 ($16 . 20 ) or 13658 ($12 . 15) . Please see the Note at the top of the wage determination for more information . Note : Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017 . If this contract is covered by the E0, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year . Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including preventive care; to assist a family member (or person who is Supplementary Conditions 007300-7 Alameda St. From Louisiana Ave to Texan Trail Bond 2018&2020— 18005A&21051 Rev 4/2022 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC like family to the employee) who is ill, injured, or has other health-related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking . Additional information on contractor requirements and worker protections under the EO is available at https : //www. dol . gov/agencies/whd/government-contracts . Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5 . 5 (a) (1 ) (ii) ) . ----------------------------------------------------------- The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type (s) of construction in the area covered by the wage determination . The classifications are listed in alphabetical order of " "identifiers" " that indicate whether the particular rate is a union rate (current union negotiated rate for local) , a survey rate (weighted average rate) or a union average rate (weighted union average rate) . Union Rate Identifiers Supplementary Conditions 007300-8 Alameda St. From Louisiana Ave to Texan Trail Bond 2018&2020— 18005A&21051 Rev 4/2022 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than ""SU"" or ""UAVG"" denotes that the union classification and rate were prevailing for that classification in the survey. Example : PLUM0198-005 07/01/2014 . PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers . 0198 indicates the local union number or district council number where applicable, i . e . , Plumbers Local 0198 . The next number, 005 in the example, is an internal number used in processing the wage determination . 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014 . Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate . Survey Rate Identifiers Classifications listed under the ""SU"" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification . As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates . Example : SULA2012-007 5/13/2014 . SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates . LA indicates Supplementary Conditions 007300-9 Alameda St. From Louisiana Ave to Texan Trail Bond 2018&2020— 18005A&21051 Rev 4/2022 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC the State of Louisiana . 2012 is the year of survey on which these classifications and rates are based . The next number, 007 in the example, is an internal number used in producing the wage determination . 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier . Survey wage rates are not updated and remain in effect until a new survey is conducted. Union Average Rate Identifiers Classification (s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 1000 of the data reported for the classifications was union data . EXAMPLE : UAVG-OH-0010 08/29/2014 . UAVG indicates that the rate is a weighted union average rate . OH indicates the state . The next number, 0010 in the example, is an internal number used in producing the wage determination . 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier . A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based. ----------------------------------------------------------- WAGE DETERMINATION APPEALS PROCESS Supplementary Conditions 007300- 10 Alameda St. From Louisiana Ave to Texan Trail Bond 2018&2020— 18005A&21051 Rev 4/2022 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 1 . ) Has there been an initial decision in the matter? This can be . * an existing published wage determination * a survey underlying a wage determination * a Wage and Hour Division letter setting forth a position on a wage determination matter * a conformance (additional classification and rate) ruling On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour National Office because National Office has responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2 . ) and 3 . ) should be followed. With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations . Write to : Branch of Construction Wage Determinations Wage and Hour Division U . S . Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 2 . ) If the answer to the question in 1 . ) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1 . 8 and 29 CFR Part 7 ) . Write to : Wage and Hour Administrator U . S . Department of Labor 200 Constitution Avenue, N .W. Washington, DC 20210 Supplementary Conditions 007300- 11 Alameda St. From Louisiana Ave to Texan Trail Bond 2018&2020— 18005A&21051 Rev 4/2022 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC The request should be accompanied by a full statement of the interested party ' s position and by any information (wage payment data, project description, area practice material, etc . ) that the requestor considers relevant to the issue . 3 . ) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board) . Write to : Administrative Review Board U . S . Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 4 . ) All decisions by the Administrative Review Board are final . ----------------------------------------------------------- END OF GENERAL DECISIO" ARTICLE 19—PROJECT MANAGEMENT AND COORDINATION SC-19.21 COOPERATION WITH PUBLIC AGENCIES C. For the Contractor's convenience,the following telephone numbers are listed: Public Agencies/Contacts Phone Number City Engineer 361-826-3500 HDR Engineering, Inc. 361-696-3300 Samuel Saldivar 361-696-3325 Traffic Engineering 361-826-3547 Police Department 361-882-2600 361-826-1800 (361-826-1818 after Water/Wastewater/Stormwater hours) Gas Department 361-885-6900 (361-885-6942 after hours) Parks & Recreation Department 361-826-3461 Street Department 361-826-1875 City Street Div. for Traffic Signals 361-826-1610 Supplementary Conditions 007300- 12 Alameda St. From Louisiana Ave to Texan Trail Bond 2018&2020— 18005A&21051 Rev 4/2022 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Public Agencies/Contacts Phone Number Solid Waste & Brush 361-826-1973 IT Department (City Fiber) 361-826-1956 AEP 1-877-373-4858 AT&T 361-881-2511 (1-800-824-4424 after hours) Grande Communications 1-866-247-2633 Spectrum Communications 1-800-892-4357 Crown Castle Communications 1-888-632-0931 (Network Operations Center) Centu ryl-i n k 361-208-0730 Windstream 1-800-600-5050 Regional Transportation Authority 361-289-2712 Port of Corpus Christi Authority Engr. 361-882-5633 TxDOT Area Office 361-808-2500 Corpus Christi ISD 361-695-7200 ARTICLE 25—SHOP DRAWINGS SC-25.03 CONTRACTOR'S RESPONSIBILITIES A. Provide Shop Drawings for the following items: Specification Section Shop Drawing Description 025608 Inlets 025803 Traffic Signal Adjustments 026411 Gate Valves for Waterlines 027200 Control of Wastewater Flows (Temporary Bypass Pumping Systems) 027205 Fiberglass Manholes 055420 Frames, Grates, Rings and Covers SC-25.12 RESUBMISSION REQUIREMENTS B. Pay for excessive review of Shop Drawings. Supplementary Conditions 007300- 13 Alameda St. From Louisiana Ave to Texan Trail Bond 2018&2020— 18005A&21051 Rev 4/2022 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 1. Cost for additional review time will be billed to the Owner by the Designer for the actual hours required for the review of Shop Drawings by Designer and in accordance with the rates listed below: ARTICLE 26—RECORD DATA SC-26.03 CONTRACTOR'S RESPONSIBILITIES A. Submit Record Data for the following items: Specification Section Record Data Description SC-30.21 Notices. B. Strict compliance is required for all notice provisions in this Contract. END OF SECTION Supplementary Conditions 007300- 14 Alameda St. From Louisiana Ave to Texan Trail Bond 2018&2020— 18005A&21051 Rev 4/2022 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 011100 SUMMARY OF WORK 1.00 GENERAL 1.01 WORK INCLUDED A. Construct Work as described in the Contract Documents. 1. Provide the materials, equipment, and incidentals required to make the Project completely and fully useable. 2. Provide the labor, equipment, tools, and consumable supplies required for a complete Project. 3. The Contract Documents do not indicate or describe all of the Work required to complete the Project. Additional details required for the correct installation of selected products are to be provided by the Contractor and coordinated with the OAR. 1.02 DESCRIPTION OF WORK A. Work is described in general, non-inclusive terms as: 1. The project will reconstruct the current A-1 Minor Arterial configuration consisting of 4 lanes and a center two-way left turn lane. There are two Base Bids for the project; Base Bid 1 being for Hot Mix Asphaltic Concrete Pavement, and Base Bid 2 for Portland Cement Concrete Pavement. This will include new pavement, curb and gutter, sidewalk,ADA compliant curb ramps, concrete bus pads, traffic signalization, signage, and pavement markings. Utility improvements include water, wastewater, and storm water. Note that wastewater improvements will extend north of Louisiana Avenue outside of the pavement reconstruction limits. 1.03 WORK UNDER OTHER CONTRACTS A. The following items of work are not included in this Contract, but may impact construction scheduling and completion: 1. Potential utility line relocation. B. In the case of a disagreement between the above list and those specified elsewhere in the Contract Documents, the Contractor is to base his Proposal on the most expensive listing. C. Completion of the Work described in this Contract may impact the construction and testing of the items listed above. 1. Coordinate construction activities through the OAR. 2. Pay claims for damages which result from the late completion of the Project or any specified Milestones. Summary of Work 011100- 1 Alameda St. From Louisiana Ave to Texan Trail Bond 2018&2020- 18005A&21051 Rev 10/2018 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 1.04 WORK BY OWNER A. The Owner plans to perform the following items of work which are not included in this Contract, but may impact the construction scheduling and completion: 1. City Gas Department will install new gas line conduits and associated service components.The city Gas Department is not responsible for trenching or backfilling for the gas line conduit. B. Completion of the Work described in this Contract may impact the construction of the items listed above. 1. Coordinate construction activities through the OAR. 2. Pay claims for damages which result from the late completion of the Project or any specified Milestones. C. Owner will provide normal operation and maintenance of the existing facilities during construction, unless otherwise stated. 1.05 CONSTRUCTION OF UTILITIES A. Pay for temporary power, including but not limited to construction cost, meter connection fees, and permits. 1.06 USE PRIOR TO FINAL COMPLETION A. Owner has the right to use or operate any portion of the Project that is ready for use after notifying the Contractor of its intent to do so. B. The execution of Bonds is understood to indicate the consent of the surety to these provisions for use of the Project. C. Provide an endorsement from the insurance carrier permitting use of Project during the remaining period of construction. D. Conduct operations to insure the least inconvenience to the Owner and general public. 2.00 PRODUCTS (NOT USED) 3.00 EXECUTION (NOT USED) END OF SECTION Summary of Work 011100-2 Alameda St. From Louisiana Ave to Texan Trail Bond 2018&2020- 18005A&21051 Rev 10/2018 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 01 23 10 ALTERNATES AND ALLOWANCES 1.00 GENERAL 1.01 REQUIREMENTS A. Alternates: 1. This Section describes each alternate by number and describes the basic changes to be incorporated into the Work when this alternate is made a part of the Work in the Agreement. 2. Drawings and Specifications will outline the extent of Work to be included in the alternate Contract Price. 3. Coordinate related Work and modify surrounding Work as required to properly integrate the Work under each alternate,and provide a complete and functional Project as required by the Contract Documents. 4. Bids for alternates may be accepted or rejected at the option of the Owner. 5. Owner may incorporate these alternates in the Contract when executed, or may issue a Change Order to incorporate these alternates within 120 days at the prices offered in the Bid, unless noted otherwise. A Request for a Change Proposal may be issued after 120 days or other designated time period to negotiate a new price for incorporating the Work into the Project. B. Allowances: 1. Include specified allowance amount in the Contract Price. 2. The amount of each allowance includes: a. The cost of the product to the Contractor less any applicable trade discounts. b. Delivery to the Site. c. Applicable taxes. 3. Include in the Contract Price all costs for: a. Handling at the Site, including unloading, uncrating, and storage per Article 19 of SECTION 0172 00 GENERAL CONDITIONS. b. Cost for labor and equipment for installation and finishing. c. Cost for related products not specifically listed in the allowance required for installation, including consumable supplies and materials. d. All overhead, profit, and related costs. 4. Assist Owner in the selection of products. a. Identify qualified Suppliers. b. Obtain bids from qualified Suppliers. C. Present available alternates to the Owner through the OAR. Notify OAR of: 1) Any objections to a particular Supplier or product. Alternates and Allowances 012310- 1 Alameda St. From Louisiana Ave to Texan Trail Bond 2018&2020- 18005A&21051 Rev 5/2020 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 2) Effect on the Construction Schedule anticipated by the selection of each option. 3) Cost of each option. 5. Upon selection of the product: a. Purchase and install the product. b. Contractor's responsibilities for products shall be the same as for products selected by the Contractor. 6. Submit a Change Proposal per Article 12 of SECTION 00 72 00 GENERAL CONDITIONS to adjust Contract Price if the net cost of the product is more or less than the specified amount. a. Adjust the unit cost applied to the quantities installed per the method of payment described in Article 17 of SECTION 00 72 00 GENERAL CONDITIONS for products specified as Unit Price Work. b. Do not perform Work until selection of alternate has been approved by the Owner. C. Provide actual invoices for the materials. C. The Lump Sum Bid Items described as"Allowances" have been set as noted in Section 00 30 01 Bid Form and shall be included in the Total Base Bid of the Bid Form for each Bidder. These Allowances may be used at the Owner's discretion in the event that unforeseen conditions or conflicts are encountered during construction that warrants the use of the Allowance funds. If the use of Allowance funds becomes necessary, the OAR will provide written authorization at a cost negotiated between Owner and Contractor, using unit prices in the Bid Form when applicable. No work is to be performed under the Allowance items without written authorization from the OAR. There is no guarantee that any of these funds will need to be used during the course of the Work. 1.02 DOCUMENT SUBMITTALS A. Provide documents for materials furnished as part of the alternate in accordance with Article 24 of SECTION 00 72 00 GENERAL CONDITIONS. 1.03 DESCRIPTION OF ALTERNATES 1. None. 1.04 DESCRIPTION OF ALLOWANCES A. Allowance A1—Bonds and Insurance 1. A maximum of 2%of the bid price to be used for the purchase of bonds and insurance required for the Project. B. Allowance A2—Mobilization 1. A maximum 5%of the bid price to be used for the purchase of mobilization required for the project. Alternates and Allowances 012310-2 Alameda St. From Louisiana Ave to Texan Trail Bond 2018&2020- 18005A&21051 Rev 5/2020 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC C. Allowance A3—Unanticipated Street Improvements 1. The sum of $160,000.00 upon City approval, item 1-A21 and 2-A20 may be used for unanticipated work not included in the plans. D. Allowance B—Unanticipated Street Improvements 1. The sum of $50,000.00 upon City approval, item 1-633 and 2-1333 may be used for unanticipated work not included in the plans. E. Allowance C—Unanticipated Traffic Signal Improvements 1. The sum of$75,000.00 upon City approval, items 1-057 and 2-057 may be used for unanticipated work not included in the plans. F. Allowance D—Unanticipated RTA Improvements 1. The sum of$6,000.00 upon City approval, items 1-D4 and 2-D3 may be used for unanticipated work not included in the plans. G. Allowance E—Unanticipated ADA Improvements 1. The sum of$5,000.00 upon City approval, items 1-E7 and 2-E7 may be used for unanticipated work not included in the plans. H. Allowance F—Unanticipated Storm Water Improvements 1. The sum of$50,000.00 upon City approval, items 1-F25 and 2425 may be used for unanticipated work not included in the plans. I. Allowance G—Unanticipated Water Improvements 1. The sum of$50,000.00 upon City approval, items 1-G24 and 2-G24 may be used for unanticipated work not included in the plans. J. Allowance H—Unanticipated Wastewater Improvements 1. The sum of$20,000.00 upon City approval, items 1-H17 and 2-1-117 may be used for unanticipated work not included in the plans. K. Allowance I—Unanticipated Gas Improvements 1. The sum of$2,000.00 upon City approval, items 1-14 and 2-14 may be used for unanticipated work not included in the plans. L. Allowance J—Unanticipated I.T. Improvements 1. The sum of$1,000.00 upon City approval, items 1-J4 and 2-J4 may be used for unanticipated work not included in the plans. 2.00 PRODUCTS (NOT USED) 3.00 EXECUTION (NOT USED) END OF SECTION Alternates and Allowances 012310-3 Alameda St. From Louisiana Ave to Texan Trail Bond 2018&2020- 18005A&21051 Rev 5/2020 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 01 29 01 MEASUREMENT AND BASIS FOR PAYMENT 1.00 GENERAL 1.01 MEASUREMENT AND BASIS FOR PAYMENTS ON LUMP SUM ITEMS A. Include all cost for completing the Work in accordance with the Contract Documents for lump sum payment items. Include all direct cost for the Work associated with that lump sum item and a proportionate amount for the indirect costs as described in Article 17 of SECTION 00 72 00 GENERAL CONDITIONS for each lump sum item. Include cost not specifically set forth as an individual payment item but required to provide a complete and functional system in the lump sum price. B. Measurement for progress payments will be made on the basis of the earned value for each item shown as a percentage of the cost for the lump sum item as described in Article 17 of SECTION 00 72 00 GENERAL CONDITIONS. Payment at Final Completion will be equal to the total lump sum amount for that item. 1.02 MEASUREMENT AND BASIS FOR PAYMENTS ON UNIT PRICE ITEMS A. Include all cost for completing the Work in accordance with the Contract Documents in unit price payment items. Include all direct cost for the Work associated with that unit price item and a proportionate amount for the indirect costs as described in Article 17 of SECTION 00 72 00 GENERAL CONDITIONS for each unit price item. Include cost not specifically set forth as an individual payment item but required to provide a complete and functional system in the unit price. B. Measurement for payments will be made only for the actual measured and/or computed length, area, solid contents, number, and weight, unless other provisions are made in the Contract Documents. Payment on a unit price basis will not be made for Work outside finished dimensions shown in the Contract Documents. Include cost for waste, overages, and tolerances in the unit price for that line item. Measurement will be as indicated for each unit price item. 1.03 MEASUREMENT AND BASIS FOR PAYMENT FOR BASE BID ITEMS A. Bid Item 1-A1, 1-131, 1-C1, 1-D1, 1-E1, 1-F1, 1-G1, 1-1-111, 1-11, 1-J1, 2-A1, 2-131, 2-C1, 2-D1, 2- E1, 241,2-G1,2-1-111, 2-11, 2-J1—Mobilization (Maximum 5%): 1. Include the following costs in this Bid item: a. Transportation and setup for equipment; b. Transportation and/or erection of all field offices, sheds, and storage facilities; c. Salaries for preparation of documents required before the first Application for Payment; d. Salaries for field personnel assigned to the Project related to the mobilization of the Project; e. Demobilization; and f. Mobilization may not exceed 5 percent of the total Contract Price. Measurement and Basis for Payment 01 29 01- 1 Alameda St. From Louisiana Ave to Texan Trail Bond 2018&2020- 18005A&21051 Rev 5/2020 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 2. Measurement for payment will be made per allowance on the following basis: When at least 5% of the adjusted contract amount for construction is earned, 75% of the mobilization approved allowance amount will be eligible for payment, minus retainage. Upon substantial completion of all work under this Contract and removal of all equipment and materials from the Project site, the remaining 25% of the mobilization approved allowance amount will be eligible for payment, minus retainage. 3. Payment for mobilization will be based on the receipt of documentation of actual costs. Contractor shall furnish satisfactory evidence of the rate or rates paid for mobilization. Contractor will be reimbursed for the actual cost of mobilization specifically for this Project. B. Bid Item 1-A2&2-A2—Bonds and Insurance (Maximum Allowance of 2%) 1. Payment shall include all bonds and insurance required under the Contract Documents. 2. Payment for bonds and insurance will be based on the receipt of documentation of actual costs. Contractor shall furnish satisfactory evidence of the rate or rates paid for all bonds and insurance. Contractor will be reimbursed for the actual cost of unique insurance as required and obtained specifically forthis Project, not including the routine and general company insurance policies that are maintained for the course of conducting normal business operations. Contractor will be reimbursed for the actual cost of project specific bonds and insurance, not to exceed the bid amount or the verifiable costs of Project specific bonds and insurance incurred by the Contractor. C. Bid Item 1-A18& 2-A17—Storm Water Pollution Prevention 1. Payment shall include but not be limited to furnishing and submitting the SWPPP to TCEQ and Owner and updating the Plan during the Project as needed. All permits and required fees related to the SWPPP will be included in this item. 2. Measurement for payment will be made per lump sum on the following basis: The initial pay application will include 50%of the lump sum bid amount minus retainage. The balance will be paid according to the percent of construction completion after 50%completion has occurred, minus retainage. D. Bid Item 1-A3&2-A3—Clear Right of Way 1. This bid item covers the cost for removal of any objectionable matter between 1-foot behind the proposed back of curb to the City right-of-way line. It includes excavation, backfill, and compaction to the lines and grades necessary to meet the plan sheet requirements. In addition to materials specified in Specification 021020, objectionable matter includes existing sidewalk, driveways, medians, and other miscellaneous structures. 2. This bid item is measured in acres. E. Bid Items 1-A5;1-A6&2-A4;2-A5—Port CTB Furnish & Install 1. This price is full compensation for furnishing and installing barrier sections and connection hardware. 2. This bid item is measured by the linear foot. F. Bid Items 1-A7;1-A8&2-A6;2-A7—Port CTB Move Measurement and Basis for Payment 01 29 01-2 Alameda St. From Louisiana Ave to Texan Trail Bond 2018&2020- 18005A&21051 Rev 5/2020 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 1. This price is full compensation for moving barrier section installations on the project from one location to another (including disassembly and reassembly costs), moving barrier sections from an installation to a temporary storage area (including disassembly costs), and moving barrier sections from a temporary storage area to an installation site on the project (including assembly costs). 2. This bid item is measured by the linear foot. G. Bid Items 1-A11& 2-A10—Work Zone Pavement Marking Remove 1. This bid item covers the cost of installing removable work zone pavement markings defined as raised pavement markers in accordance with TxDOT Item 662. This price is full compensation for furnishing, placing, maintaining, and removing work zone pavement markings and for materials, equipment, labor, tools, and incidentals. 2. This bid item is measured by the linear foot. H. Bid Items 1-Al2& 2-A11—Work Zone Pavement Marking Non-Remove 1. This bid item covers the cost for installing nonremovable work zone pavement markings defined as Traffic Paint in accordance with TxDOT Item 662. This price is full compensation for furnishing, placing, maintaining, and removing work zone pavement markings and for materials, equipment, labor,tools, and incidentals. 2. This bid item is measured by the linear foot. I. Bid Item 1-A16& 2-A15—TCP Crossing Guards 1. The Contractor shall provide a flagger for the school within the project limits. Flaggers shall be on duty during drop-off and pick-up of students at the school. 2. This bid item is measured by the number of day(s) of work performed. J. Bid Item 1-A17& 2-A16—Police Officer 1. The Contractor shall provide a Police Officer when necessary to support traffic safety through school zones during active school zone flashers. The intent is to utilize a Police Officer at strategic times to enhance driver safety awareness. 2. This bid item is measured by the number of day(s) of work performed. K. Bid Item 1-056&2-056—Temporary Traffic Signalization 1. This bid item covers the cost for furnishing and installing a temporary traffic signal system to accommodate traffic lanes during construction phasing.This bid item includes signal heads, signal wiring, connection to existing traffic signal cabinet, materials, equipment, labor, and incidentals necessary to complete the work.The Contractor is responsible for coordinating with City Traffic Engineering to understand all requirements for this bid item. 2. This bid item is measured by each temporary traffic signal. L. Bid Item 1426&2425—Special Trench Shoring 1. Payment for this bid item covers the additional effort implemented by the Contractor to provide worker safety in trenches deeper than 15 feet to install pipe or structures in accordance with Occupational Safety and Health Administration (OSHA) Standards, 29 CFR Part 1926 Subpart P- Excavations. Payment shall be at the unit bid price and shall Measurement and Basis for Payment 01 29 01-3 Alameda St. From Louisiana Ave to Texan Trail Bond 2018&2020- 18005A&21051 Rev 5/2020 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC fully compensate the Contractor for all work, equipment, materials, personnel, and incidentals as required to provide for worker safety in trenches and excavations for the project. The effort for providing worker safety in excavations up to 15 feet is paid under the standard Trench Safety bid items 1-F25 and 2-F24. 2. This bid item is measured by the linear foot along the centerline of the trench. M. Bid Item 1-H10&2-H10—Temporary By-Pass Pumping 1. This bid item covers the cost for all material, labor, equipment, incidentals, and supervision necessary to complete the bypass design, planning, coordination, installation, operation, maintenance, and removal. 2. Measurement for payment is on a lump sum basis. N. Bid Item 1-H13 &2-H13—Pavement Repair 1. This bid item covers the cost of removal of existing pavement, curb and gutter, signs and foundations, driveways, and sidewalk including the cost to replace these items in kind.This price is full compensation for demolition,furnishing, installing, painting, and staining to replace surface features removed including materials, equipment, labor, tools, and incidentals.The Contractor is responsible for visiting the project site to understand the surface features impacted and effort to replace them. 2. Measurement for payment is on a square yard basis. O. Bid Item 1-12&2-12— Excavation, Backfill, and Compaction of Gas Lines 1. This bid item covers the cost for all equipment, materials, labor, and incidentals to excavate, backfill, and compact a trench for the proposed gas line. It includes coordination and scheduling effort with the City Gas Department to finalize the proposed location. The Contractor is responsible for passing trench compaction requirements. 2. This bid item is measured by the linear foot of trench. P. Bid Item 1-J3&243 - 24"X36"X18" I.T. Pull Box(Installation Only) 1. This bid item covers the cost for all labor, equipment, and incidentals to furnish and install a ground box meeting the material requirements specified on plan sheet 175 Electrical Details Ground Boxes. The dimensions of the IT pull box shall be 24-inch X 36-inch X 18-inch (width x length x depth). It is the responsibility of the Contractor to verify with the City IT Department how to connect the conduit to the IT pull boxes prior to installation. 2. This bid item is measured by each pull box. Q. Other Bid Items 1. The basis of measurement and payment for other Bid Items shall be as described in the applicable Specification Sections, Construction Drawings and/or SECTION 00 30 01 BID FORM. Measurement and Basis for Payment 01 29 01-4 Alameda St. From Louisiana Ave to Texan Trail Bond 2018&2020- 18005A&21051 Rev 5/2020 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 2.00 PRODUCTS (NOT USED) 3.00 EXECUTION (NOT USED) END OF SECTION Measurement and Basis for Payment 01 29 01-5 Alameda St. From Louisiana Ave to Texan Trail Bond 2018&2020- 18005A&21051 Rev 5/2020 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 0133 01 Submittal Register M I 02 52 23 CRUSHED LIMESTONE FLEXIBLE BASE 3 Record Data Sample 02 54 04 ASPHALTS,OILS AND EMULSIONS 2 Record Data 02 54 24 HOT MIX ASPHALTIC CONCRETE PAVEMENT(Class A) 3.1 Record Data 02 56 10 CONCRETE CURB AND GUTTER 2. Record Data 02 56 12 CONCRETE SIDEWALK AND DRIVEWAYS 2. Record Data 02 56 14 CONCRETE CURB RAMPS 2. Record Data 02 56 20 PORTLAND CEMENT CONCRETE PAVEMENT 2.(1) Record Data 02 56 20 PORTLAND CEMENT CONCRETE PAVEMENT 5 Record Data 02 62 06 DUCTILE IRON PIPE AND FITTINGS VARIOUS Record Data 02 62 10 POLYVINYL CHLORIDE PIPE VARIOUS Record Data 02 62 14 GROUTING ABANDONED UTILITY LINES 2.A. Record Data 02 64 04 WATER SERVICE LINES VARIOUS Record Data 02 64 09 TAPPING SLEEVES AND TAPPING VALVES 2. Record Data 02 64 11 IGATE VALVES FOR WATERLINES 2. Record Data 02 64 11 GATE VALVES FOR WATERLINES 2.(8) Shop Drawing 02 64 16 FIRE HYDRANTS 2. Record Data 02 72 00 CONTROL OF WASTEWATER FLOWS(TEMPORARY BYPASS 1.2.8 Shop Drawing PUMPING SYSTEMS 02 72 05 FIBERGLASS MANHOLES 3. Record Data 02 74 02 REINFORCED CONCRETE PIPE CULVERTS 2. Record Data 02 76 02 GRAVITY WASTEWATER LINES 2.A. Record Data 02 76 06 WASTEWATER SERVICE LINES 2. Record Data 02 76 11 CLEANING AND TELEVISED INSPECTION OF CONDUITS 4.1 Record Data 02 80 40 SODDING 2. Record Data 03 20 20 REINFORCING STEEL 2. Record Data 05 54 20 FRAMES,GRATES,RINGS AND COVERS 2. Shop Drawing Submittal Register 01 33 01-1 Leopard St.-Nueces Bay Blvd.to Palm Dr.(Bond 2018)(Project No.18027A) 10/2018 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 2.00 PRODUCTS (NOT USED) 3.00 EXECUTION (NOT USED) END OF SECTION Measurement and Basis for Payment 01 29 01-3 Alameda St. From Louisiana Ave to Texan Trail Bond 2018&2020- 18005A&21051 Rev 5/2020 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 01 35 00 SPECIAL PROCEDURES 1.00 GENERAL 1.01 CONSTRUCTION SEQUENCE A. Perform the Work as required to complete the entire Project within the Contract Times and in the sequence stipulated below: 1. None. B. Work shall be completed within the specified time for these items: None. Description Time C. Consider the sequences, duration limitations, and governing factors outlined in this Section to prepare the schedule for the Work. D. Perform the Work not specifically described in this Section as required to complete the entire Project within the Contract Times. 1.02 PLAN OF ACTION A. Submit a written plan of action for approval for shutting down essential services. These include: 1. Electrical power, 2. Control power, 3. Pipelines or wastewater systems, 4. Communications equipment, and S. Other designated functions. B. Describe the following in the plan of action: 1. Scheduled dates for construction; 2. Work to be performed; 3. Utilities, piping, or services affected; 4. Length of time the service or utility will be disturbed; 5. Procedures to be used to carry out the Work; 6. Plan of Action to handle emergencies; 7. List of manpower, equipment, and ancillary supplies; Special Procedures 013500- 1 Alameda St. From Louisiana Ave to Texan Trail Bond 2018&2020- 18005A&21051 Rev 10/2018 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 8. Backups for key pieces of equipment and key personnel; 9. Contingency plan that will be used if the original schedule cannot be met; and C. Submit plan 1 month prior to beginning the Work. 1.03 CRITICAL OPERATIONS- NONE A. The Owner has identified critical operations that must not be out of service longer than the designated maximum time out of service and/or must be performed only during the designated times. These have been identified in the table below: 1.04 OWNER ASSISTANCE- NONE A. The Owner will assist the Contractor in draining the existing pipelines as much as possible through existing blow-off valves. The Contractor will be responsible for providing dewatering pumps, etc. required to completely dewater the facilities and handle any leakage past closed valves,gates or adjacent structures. 2.00 PRODUCTS (NOT USED) 3.00 EXECUTION (NOT USED) END OF SECTION Special Procedures 013500-2 Alameda St. From Louisiana Ave to Texan Trail Bond 2018&2020- 18005A&21051 Rev 10/2018 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 01 50 00 TEMPORARY FACILITIES AND CONTROLS 1.00 GENERAL 1.01 WORK INCLUDED A. Provide temporary facilities, including OPT's field office and the Contractor's field offices, storage sheds, and temporary utilities needed to complete the Work. B. Install and maintain temporary Project identification signs. Provide temporary on-site informational signs to identify key elements of the construction facilities. Do not allow other signs to be displayed. 1.02 QUALITY ASSURANCE A. Provide a total electrical heating and cooling system for the OPT's field office capable of maintaining the following conditions: 1. Heating: Minimum 75 degrees ID temp at 10 degrees ambient. 2. Cooling: Minimum 75 degrees ID temp at 105 degrees ambient. 3. Relative humidity: 48 to 54 percent. B. Inspect and test each service before placing temporary utilities in use. Arrange for all required inspections and tests by regulatory agencies, and obtain required certifications and permits for use. 1.03 DELIVERY AND STORAGE A. Arrange transportation, loading, and handling of temporary buildings and sheds. 1.04 JOB CONDITIONS A. Locate buildings and sheds at the Site as indicated or as approved by the OPT. B. Prepare the Site by removing trees, brush, or debris and performing demolition or grubbing needed to clear a space adequate for the structures. C. Pay for the utilities used by temporary facilities during construction. D. Provide each temporary service and facility ready for use at each location when the service or facility is first needed to avoid delay in the performance of the Work. Provide OPT's field office complete and ready for occupancy and use within 7 days of the Notice to Proceed. E. Maintain, expand as required, and modify temporary services and facilities as needed throughout the progress of the Work. F. Remove services and facilities when approved by the OAR. G. Operate temporary facilities in a safe and efficient manner. 1. Restrict loads on temporary services or facilities to within their designed or designated capacities. 2. Provide sanitary conditions. Prevent public nuisance or hazardous conditions from developing or existing at the Site. Temporary Facilities and Controls 015000- 1 Alameda St. From Louisiana Ave to Texan Trail Bond 2018&2020- 18005A&21051 Rev 8/2019 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 3. Prevent freezing of pipes,flooding, or the contamination of water. 4. Maintain Site security and protection of the facilities. 1.05 OPTIONS A. Construction offices may be prefabricated buildings on skids or mobile trailers. B. Storage sheds may be prefabricated buildings on skids or truck trailers. 2.00 PRODUCTS 2.01 TEMPORARY FIELD OFFICES—FIELD OFFICE NOT REQUIRED A. The Contractor must furnish the OPT with a field office at the Site. The field office must contain at least 120 square feet of useable space. The field office must be air-conditioned and heated and must be furnished with an inclined table that measures at least 30 inches by 60 inches and two chairs. The Contractor shall move the field office on the Site as required by the OAR. There is no separate pay item for the field office. B. Furnish a field office of adequate size for Contractor's use. Provide conference room space for a minimum of 10 people. C. Other trades may provide their own offices only when space is available at the Site, and the OPT agrees to its size, condition, and location. D. No monthly partial payments will be processed until OPT's field office facilities are completed and approved. 2.02 TEMPORARY STORAGE BUILDINGS A. Furnish storage buildings of adequate size to store any materials or equipment delivered to the Site that might be affected by weather. 2.03 TEMPORARY SANITARY FACILITIES A. Provide sanitary facilities at the Site from the commencement of the Project until Project conclusion. Maintain these facilities in a clean and sanitary condition at all times,and comply with the requirements of the local health authority. On large sites, provide portable toilets at such locations that no point in the Site shall be more than 600 feet from a toilet. B. Use these sanitary facilities. Do not use restrooms within existing or Owner-occupied buildings. 2.04 TEMPORARY HEAT A. Provide heating devices needed to protect buildings during construction. Provide fuel needed to operate the heating devices and attend the heating devices at all times they are in operation, including overnight operations. Temporary Facilities and Controls 015000-2 Alameda St. From Louisiana Ave to Texan Trail Bond 2018&2020- 18005A&21051 Rev 8/2019 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 2.05 TEMPORARY UTILITIES A. Provide the temporary utilities for administration, construction, testing, disinfection, and start-up of the Work, including electrical power, water, and telephone. Pay all costs associated with furnishing temporary utilities. 1. Provide a source of temporary electrical power of adequate size for construction procedures. a. Use existing power systems where spare capacity is available. Provide temporary power connections that do not adversely affect the existing power supply. Submit connections to the OAR for approval prior to installation. b. Provide electrical pole and service connections that comply with Laws and Regulations and the requirements of the power company. 2. Provide telephone service to the Site and install telephones inside the Contractor's and the OPT's field office. 2.06 WATER FOR CONSTRUCTION A. Provide temporary water. Potable water may be purchased from the Owner by obtaining a water meter from the Owner and transporting water from a water hydrant. Non-potable water may be used for hydraulic testing of non-potable basins or pipelines. Include the cost of water in the Contract Price. B. Contractor must comply with the City of Corpus Christi's Water Conservation and Drought Contingency Plan as amended (the "Plan"). This includes implementing water conservation measures established for changing conditions. The City Engineer will provide a copy of the Plan to Contractor at the pre-construction meeting. The Contractor will keep a copy of the Plan on the Site throughout construction. 3.00 EXECUTION 3.01 LOCATION OF TEMPORARY FACILITIES A. Locate temporary facilities in areas approved by the OAR. Construct and install signs at locations approved by the OAR. Install informational signs so they are clearly visible. 3.02 PROJECT IDENTIFICATION AND SIGNS A. The Owner will furnish two Project signs to be installed by the Contractor.The signs must be installed before construction begins and will be maintained throughout the Project period by the Contractor. The locations of the signs will be determined in the field by the OAR. 3.03 TEMPORARY LIGHTING A. Provide temporary lighting inside buildings once buildings are weatherproof. B. Provide lighting that is adequate to perform Work within any space. Temporary lights may be removed once the permanent lighting is in service. Temporary Facilities and Controls 015000-3 Alameda St. From Louisiana Ave to Texan Trail Bond 2018&2020- 18005A&21051 Rev 8/2019 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC C. Provide portable flood lights at any time that Work will be performed outside the structure at night. Provide adequate lighting at any location Work is being performed. 3.04 DRINKING WATER A. Provide all field offices with potable water. Provide a dispenser and cooling apparatus if bottled drinking water is provided. B. Pay for water services and maintain daily. 3.05 CONSTRUCTION FENCE A. Install and maintain a construction fence around the Site and off-site storage yards. Fence must be a minimum 6 feet high chain link construction unless shown otherwise. Provide gates with padlocks. 3.06 REMOVAL OF TEMPORARY FACILITIES A. Remove temporary buildings,sheds,and utilities at the conclusion of the Project and restore the Site to original condition or finished in accordance with the Drawings. B. Remove informational signs upon completion of construction. C. Remove Project identification signs, framing, supports, and foundations upon completion of the Project. 3.07 MAINTENANCE AND JANITORIAL SERVICE A. Provide janitorial service (sweeping/mopping) for the OPT's field office on a weekly basis or as requested. Empty trash receptacles daily or as needed. B. Maintain signs and supports in a neat, clean condition. Repair damage to structures, framings, or signs. C. Repair any damage to Work caused by placement or removal of temporary signage. D. Service, maintain, and replace, if necessary, the OPT's field office computer equipment throughout the Project as required by the OPT including replacement cartridges for all office equipment. END OF SECTION Temporary Facilities and Controls 015000-4 Alameda St. From Louisiana Ave to Texan Trail Bond 2018&2020- 18005A&21051 Rev 8/2019 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 01 57 00 TEMPORARY CONTROLS 1.00 GENERAL 1.01 WORK INCLUDED A. Provide labor, materials, equipment, and incidentals necessary to construct temporary facilities to provide and maintain control over environmental conditions at the Site. Remove temporary facilities when no longer needed. B. Construct temporary impounding works, channels, diversions, furnishing and operation of pumps, installing piping and fittings, and other construction for control of conditions at the Site. Remove temporary controls at the end of the Project. C. Provide a Storm Water Pollution Prevention Plan (SWPPP) as required by Texas Pollutant Discharge Elimination System (TPDES) General Permit No. TXR150000 for stormwater discharges from construction activities as applicable to the nature and size of the Project. Comply with all requirements of the Texas Commission on Environmental Quality(TCEQ) and Laws and Regulations. File required legal notices and obtain required permits prior to beginning any construction activity. D. Provide labor, materials, equipment, and incidentals necessary to prevent stormwater pollution for the duration of the Project. Provide and maintain erosion and sediment control structures as required to preventive sediment and other pollutants from the Site from entering any stormwater system including open channels. Remove pollution control structures when no longer required to prevent stormwater pollution. 1.02 QUALITY ASSURANCE A. Construct and maintain temporary controls with adequate workmanship using durable materials to provide effective environmental management systems meeting the requirements of the Contract Documents and Laws and Regulations. Use materials that require minimal maintenance to prevent disruption of construction activities while providing adequate protection of the environment. B. Periodically inspect systems to determine that they are meeting the requirements of the Contract Documents. 1.03 DOCUMENT SUBMITTAL A. Provide documents requiring approval by the OPT as Shop Drawings in accordance with Article 25 of SECTION 00 72 00 GENERAL CONDITIONS. B. Provide copies of notices, records, and reports required by the Contract Documents or Laws and Regulations as Record Data in accordance with Article 26 of SECTION 00 72 00 GENERAL CONDITIONS. 1.04 STANDARDS A. Provide a SWPPP that complies with all requirements of TPDES General Permit No. TXR150000 and any other applicable Laws and Regulations. Temporary Controls 015700- 1 Alameda St. From Louisiana Ave to Texan Trail Bond 2018&2020- 18005A&21051 Rev 8/2019 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC B. Perform Work to comply with the City of Corpus Christi Code of Ordinances, Part III, Chapter 14, Article X - titled "STORM WATER QUALITY MANAGEMENT PLANS" and any other applicable Laws and Regulations. 1.05 PERMITS A. As applicable, submit the following to the TCEQ and the Operator of any Municipal Separate Storm Sewer System (MS4) receiving stormwater discharges from the Site: 1. Notice of Intent (NOI) at least 48 hours prior to beginning construction activity. Construction activity may commence 24 hours after the submittal of an electronic NOI. 2. Notice of Change (NOC) letter when relevant facts or incorrect information was submitted in the NOI, or if relevant information in the NOI changes during the course of construction activity. 3. Notice of Termination (NOT) when the construction Project has been completed and stabilized. B. Post a copy of the NOI at the Site in a location where it is readily available for viewing by the general public and as required by Laws and Regulations prior to starting construction activities and maintain the posting until completion of the construction activities. C. Maintain copies of a schedule of major construction activities, inspection reports, and revision documentation with the SWPPP. 1.06 STORMWATER POLLUTION CONTROL A. Comply with the current requirements of TPDES General Permit No.TXR150000 as set forth by the TCEQ for the duration of the Project as applicable to the nature of the work and the total disturbed area: 1. Develop a SWPPP meeting all requirements of the TPDES General Permit. 2. Submit of a Notice of Intent to the TCEQ. 3. Develop and implement appropriate Best Management Practices as established by local agencies of jurisdiction. 4. Provide all monitoring and/or sampling required for reporting to the TCEQ. 5. Submit reports to the TCEQ as required as a condition of the TPDES General Permit. 6. Submit copies of the reports to the Designer as Record Data in accordance with Article 26 of SECTION 00 72 00 GENERAL CONDITIONS. 7. Retain copies of these documents at the Site at all times for review and inspection by the OPT or regulatory agencies. Post a copy of the permit as required by Laws and Regulations. 8. Assume sole responsibility for implementing, updating, and modifying the TPDES General Permit per Laws and Regulations for the SWPPP and Best Management Practices. B. Use forms required by the TCEQ to file the Notice of Intent. Submit the Notice of Intent at least 2 days prior to the start of construction. Develop the SWPPP prior to submitting the Temporary Controls 015700-2 Alameda St. From Louisiana Ave to Texan Trail Bond 2018&2020- 18005A&21051 Rev 8/2019 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Notice of Intent. Provide draft copies of the Notice of Intent,SWPPP,and any other pertinent TCEQ submittal documents to Owner for review prior to submittal to the TCEQ. C. Return any property disturbed by construction activities to either specified conditions or pre- construction conditions as set forth in the Contract Documents. Provide an overall erosion and sedimentation control system that will protect all undisturbed areas and soil stockpiles/spoil areas. Implement appropriate Best Management Practices and techniques to control erosion and sedimentation and maintain these practices and techniques in effective operating condition during construction. Permanently stabilize exposed soil and fill as soon as practical during the Work. D. Assume sole responsibility for the means, methods, techniques, sequences, and procedures for furnishing, installing, and maintaining erosion and sedimentation control structures and procedures and overall compliance with the TPDES General Permit. Modify the system as required to effectively control erosion and sediment. E. Retain copies of reports required by the TPDES General Permit for 3 years from date of Final Completion. 1.07 POLLUTION CONTROL A. Prevent the contamination of soil, water, or atmosphere by the discharge of noxious substances from construction operations. Provide adequate measures to prevent the creation of noxious air-borne pollutants. Prevent dispersal of pollutants into the atmosphere. Do not dump or otherwise discharge noxious or harmful fluids into drains or sewers, nor allow noxious liquids to contaminate public waterways in any manner. B. Provide equipment and personnel and perform emergency measures necessary to contain any spillage. 1. Contain chemicals in protective areas and do not dump on soil. Dispose of such materials at off-site locations in an acceptable manner. 2. Excavate contaminated soil and dispose at an off-site location if contamination of the soil does occur. Fill resulting excavations with suitable backfill and compact to the density of the surrounding undisturbed soil. 3. Provide documentation to the Owner which states the nature and strength of the contaminant, method of disposal, and the location of the disposal site. 4. Comply with Laws and Regulations regarding the disposal of pollutants. C. Groundwater or run-off water which has come into contact with noxious chemicals, sludge, or sludge-contaminated soil is considered contaminated. Contaminated water must not be allowed to enter streams or water courses, leave the Site in a non-contained form, or enter non-contaminated areas of the Site. 1. Pump contaminated water to holding ponds constructed by the Contractor for this purpose, or discharge to areas on the interior of the Site, as designated by the OAR. 2. Construct temporary earthen dikes or take other precautions and measures as required to contain the contaminated water and pump to a designated storage area. 3. Wash any equipment used for handling contaminated water or soil within contaminated areas three times with uncontaminated water prior to using such equipment in an Temporary Controls 015700-3 Alameda St. From Louisiana Ave to Texan Trail Bond 2018&2020- 18005A&21051 Rev 8/2019 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC uncontaminated area. Dispose of wash water used to wash such equipment as contaminated water. 1.08 EARTH CONTROL A. Remove excess soil, spoil materials, and other earth not required for backfill at the time of generation. Control stockpiled materials to eliminate interference with Contractor and Owner's operations. B. Dispose of excess earth off the Site. Provide written approval from the property owner for soils deposited on private property. Obtain approval of the Owner if this disposal impacts the use of Site or other easements. 1.09 OZONE ADVISORY DAYS A. Do not conduct roofing, priming, or hot-mix paving operations, except for repairs, on days the City Engineer has notified Contractor that an ozone advisory is in effect. An extension of time will be allowed for each day for which priming or hot mix paving was scheduled, crews were prepared to perform this Work and the City Engineer issued ozone alert prevents this Work. Contractor will be compensated at the unit price indicated in the Bid for each day for which an extension of time was granted due to an ozone alert. 1.10 MANAGEMENT OF WATER A. Manage water resulting from rains or ground water at the Site. Maintain trenches and excavations free of water at all times. B. Lower the water table in the construction area by acceptable means if necessary to maintain a dry and workable condition at all times. Provide drains, sumps, casings, well points, and other water control devices as necessary to remove excess water. C. Provide continuous operation of water management actions. Maintain standby equipment to provide proper and continuous operation for water management. D. Ensure that water drainage does not damage adjacent property. Divert water into the same natural watercourse in which its headwaters are located, or other natural stream or waterway as approved by the Owner. Assume responsibility for the discharge of water from the Site. E. Remove the temporary construction and restore the Site in a manner acceptable to the OAR and to match surrounding material at the conclusion of the Work. 1.11 DEWATERING A. This item is considered subsidiary for all dewatering methods other than "well pointing" to the appropriate bid items as described in the Bid Form where dewatering is needed to keep the excavation dry, as approved by the Designer, and shall include all costs to provide a dry foundation for the proposed improvements. B. Storm water that enters an excavation can be pumped out as long as care is taken to minimize solids and mud entering the pump suction and flow is pumped to a location that allows for sheet flow prior to entering a storm water drainage ditch or storm water inlet. Temporary Controls 015700-4 Alameda St. From Louisiana Ave to Texan Trail Bond 2018&2020- 18005A&21051 Rev 8/2019 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC C. An alternative to sheet flow is to pump storm water to an area where ponding occurs naturally without leaving the designated work area or by a manmade berm(s) prior to entering the storm water system. Sheet flow and ponding is to allow solids screening and/or settling prior to entering a storm water conduit or inlet. D. Storm water or groundwater shall not be discharged to private property without permission. It is the intent that Contractor discharges groundwater primarily into the existing storm water system, provided that the quality of groundwater is equal to or better than the receiving stream,the Corpus Christi Bay E. Testing of groundwater quality is to be performed by the Contractor, at the Contractor's expense, prior to commencing discharge and shall be retested by the Contractor, at the Contractor's expense, a minimum of once a week. Contractor shall coordinate with the Owner on all testing. Tests will also be performed as each new area of construction is started. F. Another option for disposal of groundwater by Contractor would include pumping to the nearest wastewater system. If discharging to temporary holding tanks and trucking to a wastewater or wastewater plant, the costs for these operations shall be negotiated. Other groundwater disposal alternatives or solutions may be approved by the Designer on a case by case basis. G. Prior to pumping groundwater from a trench to the wastewater system the Contractor shall contact Wastewater Pre-treatment Coordinator at 826-1817 to obtain a "no cost" permit from the Owner's Waste Water Department. Contractor will pay for any water quality testing or water analysis cost required. The permit will require an estimate of groundwater flow. Groundwater flow can be estimated by boring a hole or excavating a short trench then record water level shortly after completion, allow to sit overnight, record water level again, pump hole or trench dry to a holding tank or vacuum truck then record how long it takes to fill to original level and overnight level. 1.12 DISPOSAL OF CONTAMINATED GROUNDWATER A. An allowance will be included in the Bid for the unanticipated disposal of contaminated groundwater. This allowance may not be needed but is provided in case contaminated groundwater is encountered during the course of the Project and does not meet the water quality requirements for discharge into the storm water or wastewater systems. This allowance includes all materials, tools, equipment, labor, transportation, hauling, coordination, and proper disposal of the contaminated water at an approved landfill, deep water injection well, or other site as agreed to by the Designer. Suggested disposal facilities would be Texas Molecular in Corpus Christi,Texas. B. The payment for this Work will be based on the Contractor's actual costs and will be negotiated. Payment will not include costs associated with routine dewatering, which is considered subsidiary to the appropriate bid items as described in Paragraph 1.11. 1.13 DISPOSAL OF HIGHLY CHLORINATED WATER A. Dispose of water used for testing, disinfection, and line flushing. Comply with Owner's requirements and Laws and Regulation regarding the disposal of contaminated water, including water with levels of chlorine,which exceed the permissible limits for discharge into wetlands or environmentally sensitive areas. Comply with the requirements of all regulatory agencies in the disposal of all water used in the Project. Include a description and details for Temporary Controls 015700-5 Alameda St. From Louisiana Ave to Texan Trail Bond 2018&2020- 18005A&21051 Rev 8/2019 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC disposal of this water in a Plan of Action per SECTION 0135 00 SPECIAL PROCEDURES. Do not use the Owner's wastewater system for disposal of contaminated water. 1.14 WINDSTORM CERTIFICATION A. All affected materials and installation shall comply with Texas Department of Insurance Requirements for windstorm resistant construction for design wind speed as required by the current version of the International Building Code (IBC). When applicable, Contractor shall be responsible for contracting with a licensed structural engineer in the State of Texas to perform all inspections and provide documentation for windstorm certification to the Texas Board of Insurance. The Contractor shall be responsible for providing all necessary design/assembly documentation for all new windows, doors, louvers, etc. to the windstorm engineer/inspectors required to conform with the requirements of the Texas Department of Insurance. 2.00 PRODUCTS 2.01 MATERIALS A. Provide materials that comply with Laws and Regulations. 3.00 EXECUTION 3.01 CONSTRUCTING, MAINTAINING AND REMOVING TEMPORARY CONTROLS A. Construct temporary controls in accordance with Laws and Regulations. B. Maintain controls in accordance with regulatory requirements where applicable, or in accordance with the requirements of the Contract Documents. C. Remove temporary controls when no longer required, but before the Project is complete. Correct any damage or pollution that occurs as the result of removing controls while they are still required. END OF SECTION Temporary Controls 015700-6 Alameda St. From Louisiana Ave to Texan Trail Bond 2018&2020- 18005A&21051 Rev 8/2019 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC SECTION 021020 SITE CLEARING AND STRIPPING 1. DESCRIPTION This specification shall govern all work necessary for clearing, grubbing and stripping of objectionable matter as required to complete the project, and shall include removing and disposing of trees, stumps, brush, roots, vegetation, rubbish and other objectionable matter from the project site. 2. CONSTRUCTION METHODS The site shall be cleared of all trees, stumps, brush, roots, vegetation, rubbish and other objectionable matter as indicated on the drawings and/or as directed by the Engineer or his designated representative. Tree stumps and roots shall be grubbed to a minimum depth of 2 feet below natural ground or 2 feet below base of subgrade, whichever is lower. Areas that underlie compacted backfill shall be stripped of all vegetation, humus and other objectionable matter encountered within the top six (6) inches of the soil. All material removed from the site under this operation shall become the Contractor's responsibility. The material shall be disposed of either at a disposal site indicated on the drawings or at a disposal site obtained by the Contractor. 3. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, site clearing and stripping or clear right-of-way shall be measured by the acre. Payment shall be full compensation for all labor, equipment, tools and incidentals necessary for removing,handling, and disposing of objectionable matter from the site as indicated above. 021020 Page 1 of 1 Rev.10-30-2014 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC SECTION 021040 SITE GRADING 1. DESCRIPTION This specification shall govern all work necessary for backfill and grading of the site to complete the project. 2. CONSTRUCTION METHODS Prior to site grading, the site shall be cleared in accordance with City Standard Specification Section 021020 "Site Clearing and Stripping". Unless specified otherwise on the drawings, the existing surface shall be loosened by scarifying or plowing to a depth of not less than six(6) inches. The loosened material shall be recompacted with fill required to bring the site to the required grades and elevations indicated on the plans. Fill shall be uniform as to material, density and moisture content. Fill shall be free of large clods, large rocks, organic matter, and other objectionable material. No fill that is placed by dumping in a pile or windrow shall be incorporated into a layer in that position; all such piles and windrows shall be moved by blading or similar method. All fill shall be placed in layers approximately parallel to the finish grade in layers not to exceed six (6) inches of uncompacted depth, unless indicated otherwise on drawings. The fill shall be compacted to a density which approximates that of natural ground unless indicated otherwise on drawings. The Engineer may order proof rolling to test the uniformity of compaction. All irregularities, depressions and soft spots that develop shall be corrected by the Contractor. Excess material from excavation, which is not incorporated into the site as fill, shall be become property of the Contractor and disposed of away from the job site, unless indicated otherwise on the drawings. 3. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, site grading shall not be measured for pay,but shall be considered subsidiary to other work. 021040 Page 1 of 1 Rev.10-30-2014 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC SECTION 021080 REMOVING ABANDONED STRUCTURES 1. DESCRIPTION This specification shall provide for the demolition,removal and disposal of abandoned structures or portions of abandoned structures, as noted on the drawings, and shall include all excavation and backfilling necessary to complete the removal. The work shall be done in accordance with the provisions of these specifications. 2. METHOD OF REMOVAL Culverts or Sewers. Pipe shall be removed by careful excavation of all dirt on top and the sides in such manner that the pipe will not be damaged. Removal of sewer appurtenances shall be included for removal with the pipe. Those pipes which are deemed unsatisfactory for reuse by the Engineer may be removed in any manner the Contractor may select. Concrete Structures. Unwanted concrete structures or concrete portions of structures shall be removed to the lines and dimensions shown on the drawings, and these materials shall be disposed of as shown on the drawings or as directed by the Engineer. Any portion of the existing structure outside of the limits designated for removal which is damaged by the Contractor's operations shall be restored to its original condition at the Contractor's entire expense. Explosives shall not be used in the removal of portions of the existing structure unless approved by the Engineer, in writing. Portions of the abandoned structure shall be removed to the lines and dimensions shown on the plans, and these materials shall be disposed of as shown on the drawings or as directed by the Engineer. Any portion of the existing structure, outside of the limits designated for removal, damaged during the operations of the Contractor, shall be restored to its original condition entirely at the Contractor's expense. Explosives shall not be used in the removal of portions of the existing structure unless approved by the Engineer, in writing. Concrete portions of structures below the permanent ground line, which will not interfere in any manner with the proposed construction, may be left in place, but removal shall be carried at least five (5) feet below the permanent ground line and neatly squared off. Reinforcement shall be cut off close to the concrete. Steel Structures. Steel structures or steel portions of structures shall be dismantled in sections as determined by the Engineer. The sections shall be stored if the members are to be salvaged and reused. Rivets and bolts connecting steel railing members, steel beams of beam spans and steel stringers of truss spans, shall be removed by butting the heads with a "cold cut" and punching or drilling from the hole, or by such other method that will not injure the members for re-use and will meet the approval of the Engineer. The removal of rivets and bolts from connections of truss 021080 Page 1 of 3 Rev.10-30-2014 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC members, bracing members, and other similar members in the structure will not be required unless specifically called for on the plans or special provisions, and the Contractor shall have the option of dismantling these members by flame-cutting the members immediately adjacent to the connections. Flame-cutting will not be permitted, however, when the plans or special provisions call for the structure unit to be salvaged in such manner as to permit re-erection. In such case, all members shall be carefully matchmarked with paint in accordance with diagrams furnished by the Engineer prior to dismantling, and all rivets and bolts shall be removed from the connections in the manner specified in the first portion of this paragraph. Timber Structures. Timber structures or timber portions of structures to be reused shall be removed in such manner as to damage the timber for further use as little as possible. All bolts and nails shall be removed from such lumber as deemed salvable by the Engineer. Unless otherwise specified on the drawings, timber piles shall be either pulled or cut off at the point not less than five (5) feet below ground line, with the choice between these two methods resting with the Contractor,unless otherwise specified. Brick or Stone Structures. Unwanted brick or stone structures or stone portions of structures shall be removed. Portions of such structures below the permanent ground line, which will not in any manner interfere with the proposed construction, may be left in place, but removal shall be carried at least five (5)feet below the permanent ground line and neatly squared off. Salvage. All material such as pipe, timbers,railings, etc., which the Engineer deems as salvable for reuse, and all salvaged structural steel, shall be delivered to a designated storage area. Materials, other than structural steel, which are not deemed salvable by the Engineer, shall become the property of the Contractor and shall be removed to suitable disposal sites off of the right-of-way arranged for by the Contractor, or otherwise disposed of in a manner satisfactory to the Engineer. Where temporary structures are necessary for a detour adjacent to the present structure, the Contractor will be permitted to use the material in the old structure for the detour structure, but he shall dismantle and stack or dispose of the material as required above as soon as the new structure is opened for traffic. Backfill. All excavations made in connection with this specification and all openings below the natural ground line caused by the removal of abandoned structures or portions thereof shall be backfilled to the level of the original ground line, unless otherwise provided on the drawings. Backfill in accordance with applicable requirements of Sections 022020 "Excavation and Backfill for Utilities" and 022080 "Embankment". All open ends of abandoned pipe or other structures shall be filled or plugged as specified. That portion of the backfill which will support any portion of the roadbed, embankment, levee, or other structural feature shall be placed in layers of the same depth as those required for placing 021080 Page 2 of 3 Rev.10-30-2014 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC embankment, maximum 10" loose lifts unless otherwise specified. Material in each layer shall be wetted uniformly, if required, and shall be compacted to a minimum of 95% Standard Proctor density, unless otherwise specified. In places inaccessible to blading and rolling equipment, mechanical or hand tamps or rammers shall be used to obtain the required compaction. That portion of the backfill which will not support any portion of the roadbed, embankment, or other structural feature shall be placed as directed by the Engineer in such manner and to such state of compaction as will preclude objectionable amount of settlement, maximum 10" loose lifts to minimum 95% Standard Proctor density unless otherwise specified. 3. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, the work governed by this specification shall not be measured for pay,but shall be subsidiary to the project. 021080 Page 3 of 3 Rev.10-30-2014 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC SECTION 022020 EXCAVATION AND BACKFILL FOR UTILITIES 1. DESCRIPTION This specification shall govern all work for excavation and backfill for utilities required to complete the project. 2. CONSTRUCTION (1) Unless otherwise specified on the drawings or permitted by the Engineer, all pipe and conduit shall be constructed in open cut trenches with vertical sides. Trenches shall be sheathed and braced as necessary throughout the construction period. Sheathing and bracing shall be the responsibility of the Contractor (refer to Section 022022 "Trench Safety for Excavations" of the City Standard Specifications). Trenches shall have a maximum width of one foot beyond the horizontal projection of the outside surfaces of the pipe and parallel thereto on each side unless otherwise specified. The Contractor shall not have more than 200 feet of open trench left behind the trenching operation and no more than 500 feet of ditch behind the ditching machine that is not compacted as required by the plans and specifications. No trench or excavation shall remain open after working hours. For all utility conduit and sewer pipe to be constructed in fill above natural ground, the embankment shall first be constructed to an elevation not less than one foot above the top of the pipe or conduit, after which excavation for the pipe or conduit shall be made. If quicksand, muck, or similar unstable material is encountered during the excavation, the following procedure shall be used unless other methods are called for on the drawings. If the unstable condition is a result of ground water,the Contractor,prior to additional excavation, shall control it. After stable conditions have been achieved,unstable soil shall be removed or stabilized to a depth of 2 feet below the bottom of pipe for pipes 2 feet or more in height;and to a depth equal to the height of pipe, 6 inches minimum,for pipes less then 2 feet in height. Such excavation shall be carried at least one foot beyond the horizontal limits of the structure on all sides. All unstable soil so removed shall be replaced with suitable stable material, placed in uniform layers of suitable depth as directed by the Engineer,and each layer shall be wetted, if necessary, and compacted by mechanical tamping as required to provide a stable condition. For unstable trench conditions requiring outside forms, seals, sheathing and bracing, any additional excavation and backfill required shall be done at the Contractor's expense. (2) Shaping of Trench Bottom. The trench bottom shall be undercut a minimum depth sufficient to accommodate the class of bedding indicated on the plans and specifications. 022020 Page 1 of 4 Rev.3-25-2015 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC (3) Dewatering Trench. Pipe or conduit shall not be constructed or laid in a trench in the presence of water. All water shall be removed from the trench sufficiently prior to the pipe or conduit planing operation to insure a relatively dry (no standing water), firm bed. The trench shall be maintained in such dewatered condition until the trench has been backfilled to a height at lease one foot above the top of pipe. Removal of water may be accomplished by bailing,pumping, or by installation of well-points,as conditions warrant. Removal of well- points shall be at rate of 1/3 per 24 hours (every third well-point). The Contractor shall prevent groundwater from trench or excavation dewatering operations from discharging directly into the storm water system. Groundwater from dewatering operations shall be sampled and tested, if applicable, and disposed of, in accordance with City Standard Specification Section 022021 "Control of Ground Water". (4) Excavation in Streets. Excavation in streets,together with the maintenance of traffic where specified, and the restoration of the pavement riding surface, shall be in accordance with drawing detail or as required by other applicable specifications. (5) Removing Abandoned Structures. When abandoned masonry structures or foundations are encountered in the excavation, such obstructions shall be removed for the full width of the trench and to a depth one foot below the bottom of the trench. When abandoned inlets or manholes are encountered and no plan provision is made for adjustment or connection to the new utility,such manholes and inlets shall be removed completely to a depth one foot below the bottom of the trench. In each instance,the bottom to the trench shall be restored to grade by backfilling and compacting by the methods provided hereinafter for backfill. Where the trench cuts through utility lines which are known to be abandoned, these lines shall be cut flush with the sides of the trench and blocked with a concrete plug in a manner satisfactory to the Engineer. (6) Protection of Utilities. The Contractor shall conduct his work such that a reasonable minimum of disturbance to existing utilities will result. Particular care shall be exercised to avoid the cutting or breakage of water and gas lines. Such lines, if broken, shall be restored promptly by the Contractor. When active wastewater lines are cut in the trenching operations, temporary flumes shall be provided across the trench while open, and the lines shall be restored when the backfilling has progressed to the original bedding line of the sewer so cut. The Contractor shall inform utility owners sufficiently in advance of the Contractor's operations to enable such utility owners to reroute, provide temporary detours, or to make other adjustments to utility lines in order that the Contractor may proceed with his work with a minimum of delay. The Contractor shall not hold the City liable for any expense due to delay or additional work because of utility adjustments or conflicts. (7) Excess Excavated Material. All materials from excavation not required for backfilling the trench shall be removed by the Contractor from the job site promptly following the completion of work involved. 022020 Page 2 of 4 Rev.3-25-2015 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC (8) Backfill A. Backfill Procedure Around Pipe (Initial Backfill) All trenches and excavation shall be backfilled as soon as is practical after the pipes or conduits are properly laid. In addition to the specified pipe bedding material, the backfill around the pipe as applicable shall be granular material as shown on the standard details or as described in the applicable specification section, and shall be free of large hard lumps or other debris. If indicated on the plans, pipe shall be encased with cement-stabilized sand backfill as described below. The backfill shall be deposited in the trench simultaneously on both sides of the pipe for the full width of the trench,in layers not to exceed ten(10)inches (loose measurement), wetted if required to obtain proper compaction, and thoroughly compacted by use of mechanical tampers to a density comparable to the adjacent undisturbed soil or as otherwise specified on the plans,but not less than 95%Standard Proctor density. A thoroughly compacted material shall be in place between the external wall of the pipe and the undisturbed sides of the trench and to a level twelve (12) inches above the top of the pipe. B. Backfill Over One Foot Above Pipe Final Backfill) UNPAVED AREAS: The backfill for that portion of trench over one(1)foot above the pipe or conduit not located under pavements (including waterlines, gravity wastewater lines, wastewater force mains and reinforced concrete storm water pipe) shall be imported select material or clean, excess material from the excavation meeting the following requirements: Free of hard lumps, rock fragments, or other debris, No clay lumps greater than 2" diameter Moisture Content: +/-3% Backfill material shall be placed in layers not more than ten (10) inches in depth (loose measurement),wetted if required to obtain proper compaction,and thoroughly compacted by use of mechanical tampers to the natural bank density but not less than 95%Standard Proctor density,unless otherwise indicated. Flooding of backfill is not allowed. Jetting of backfill may only be allowed in sandy soils and in soils otherwise approved by the Engineer. Regardless of backfill method, no lift shall exceed 10 inches and density shall not be less than 95% Standard Proctor density. A period of not less than twenty-four (24)hours shall elapse between the time of jetting and the placing of the top four (4) feet of backfill. If jetting is used, the top four (4) feet of backfill shall be placed in layers not more than 10 inches in depth (loose measurement), wetted if required to obtain proper compaction, and thoroughly compacted by use of mechanical tampers to the natural bank density but not less than 95% Standard Proctor density(ASTM D698). PAVED AREAS: At utility line crossings under pavements (including waterlines, gravity wastewater lines, wastewater force mains, and reinforced concrete stone water pipe), and where otherwise indicated on the drawings, trenches shall be backfilled as shown below: From top of initial backfill (typically twelve (12) inches above top of the pipe)to three (3) feet below bottom of road base course, backfill shall be select material meeting the requirements of 022100 "Select Material'. 022020 Page 3 of 4 Rev.3-25-2015 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Asphalt Roadways The upper three (3) feet of trench below the road base course shall be backfilled to the bottom of the road base course with cement-stabilized sand containing a minimum of 2 sacks of Standard Type I Portland cement per cubic yard of sand and compacted to not less than 95% Standard Proctor density. Concrete Roadways The Contractor may elect to backfill the upper three (3) feet of trench below the road base course with cement stabilized sand as noted above, or in the case of storm water pipe or box installation the Contractor may backfill and compact select material to 98% Standard Proctor density(ASTM D698)following City Standard Specification Section 022100. 3. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, excavation and backfill for utilities, including select material or cement-stabilized sand backfill, shall not be measured and paid for separately. It shall be considered subsidiary to the items for which the excavation and backfill is required. 022020 Page 4 of 4 Rev.3-25-2015 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC SECTION 022021 CONTROL OF GROUND WATER 1. GENERAL 1.1 SECTION INCLUDES A. Dewatering, depressurizing, draining, and maintaining trenches, shaft excavations, structural excavations, and foundation beds in a stable condition, and controlling ground water conditions for tunnel excavations. B. Protection of excavations and trenches from surface runoff. C. Disposing of removed ground water by approved methods. 1.2 REFERENCES A. ASTM D 698 - Test Methods for Moisture-Density Relations of Soils and Soil-Aggregate Mixtures, Using 5.5-1b (2.49 kg) Rammer and 12-inch (304.8 min) Drop. B. Federal Regulations, 29 CFR Part 1926, Standards-Excavation, Occupational Safety and Health Administration (OSHA). C. Federal Register 40 CFR (Vol. 55,No. 222)Part 122, EPA Administered Permit Programs (NPDES), Para.122.26(b)(14) Storm Water Discharge. 1.3 DEFINITIONS A. Ground water control includes both dewatering and depressurization of water-bearing soil layers. 1. Dewatering includes lowering the water table and intercepting seepage which would otherwise emerge from slopes or bottoms of excavations, or into tunnels and shafts, and disposing of removed ground water by approved methods. The intent of dewatering is to increase the stability of tunnel excavations and excavated slopes; prevent dislocation of material from slopes or bottoms of excavations; reduce lateral loads on sheeting and bracing; improve excavating and hauling characteristics of excavated material; prevent failure or heaving of the bottom of excavations; and to provide suitable conditions for placement of backfill materials and construction of structures, piping and other installations. 2. Depressurization includes reduction in piezometric pressure within strata not controlled by dewatering alone, as required to prevent failure or heaving of excavation bottom or instability of tunnel excavations. B. Excavation drainage includes keeping excavations free of surface and seepage water. 022021 Page 1 of 10 Rev.10-30-2014 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC C. Surface drainage includes the use of temporary drainage ditches and dikes and installation of temporary culverts and sump pumps with discharge lines as required to protect the Work from any source of surface water. D. Equipment and instrumentation for monitoring and control of the ground water control system includes piezometers and monitoring wells, and devices, such as flow meters, for observing and recording flow rates. 1.4 PERFORMANCE REQUIREMENTS A. Conduct subsurface investigations as needed to identify ground water conditions and to provide parameters for design, installation, and operation of ground water control systems. B. Design a ground water control system, compatible with requirements of Federal Regulations 29 CFR Part 1926 and City Standard Specification Section 022022 - Trench Safety for Excavations, to produce the following results: 1. Effectively reduce the hydrostatic pressure affecting: a) Excavations (including utility trenches); b) Tunnel excavation, face stability or seepage into tunnels. 2. Develop a substantially dry and stable subgrade for subsequent construction operations. 3. Preclude damage to adjacent properties,buildings, structures, utilities, installed facilities, and other work. 4. Prevent the loss of fines, seepage,boils, quick condition, or softening of the foundation strata. 5. Maintain stability of sides and bottom of excavations. C. Provide ground water control systems which may include single-stage or multiple-stage well point systems, eductor and ejector-type systems, deep wells, or combinations of these equipment types. D. Provide drainage of seepage water and surface water, as well as water from any other source entering the excavation. Excavation drainage may include placement of drainage materials, such as crushed stone and filter fabric, together with sump pumping. E. Provide ditches, berms, pumps and other methods necessary to divert and drain surface water away from excavations. F. Locate ground water control and drainage systems so as not to interfere with utilities, construction operations, adjacent properties, or adjacent water wells. 022021 Page 2 of 10 Rev.10-30-2014 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC G. Assume sole responsibility for ground water control systems and for any loss or damage resulting from partial or complete failure of protective measures, and any settlement or resultant damage caused by the ground water control operations. Modify ground water control systems or operations if they cause or threaten to cause damage to new construction, existing site improvements, adjacent property, or adjacent water wells, or affect potentially contaminated areas. Repair damage caused by ground water control systems or resulting from failure of the system to protect property as required. H. Provide an adequate number of piezometers installed at the proper locations and depths as required to provide meaningful observations of the conditions affecting the excavation, adjacent structures, and water wells. I. Provide environmental monitoring wells installed at the proper locations and depths as required to provide adequate observations of hydrostatic conditions and possible contaminant transport from contamination sources into the work area or into the ground water control system. J. Decommission piezometers and monitoring wells installed during design phase studies and left for Contractors monitoring and use, if applicable. 1.5 ENVIRONMENTAL REQUIREMENTS A. Comply with requirements of agencies having jurisdiction. B. Comply with Texas Commission on Environmental Quality(TCEQ)regulations and Texas Water Well Drillers Association for development, drilling, and abandonment of wells used in dewatering system. C. Prior to beginning construction activities, file Notice of Intent(NOI) for Storm Water Discharges Associated with Construction Activity under the Texas Pollutant Elimination System (TPDES) General Permit No. TXR150000, administered by the Texas Commission on Environmental Quality(TCEQ). The general permit falls under the provisions of Section 402 of the Clean Water Act and Chapter 26 of the Texas Water Code. D. Prepare submittal form and submit to TCEQ along with application fee. E. Upon completion of construction, file Notice of Termination (NOT) for Storm Water Discharges Associated with Construction Activity under the TPDES General Permit with the TCEQ. F. Obtain all necessary permits from agencies with control over the use of ground water and matters affecting well installation, water discharge, and use of existing stone drains and natural water sources. Because the review and permitting process may be lengthy, take early action to pursue and submit for the required approvals. G. Monitor ground water discharge for contamination while performing pumping in the vicinity of potentially contaminated sites. 022021 Page 3 of 10 Rev.10-30-2014 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC H. Conduct sampling and testing of ground water and receiving waters as outlined in Article 3 below. 2. PRODUCTS 2.1 EQUIPMENT AND MATERIALS A. Equipment and materials are at the option of Contractor as necessary to achieve desired results for dewatering. B. Eductors, well points, or deep wells, where used, shall be furnished, installed and operated by an experienced contractor regularly engaged in ground water control system design, installation, and operation. C. All equipment must be in good repair and operating order. D. Sufficient standby equipment and materials shall be kept available to ensure continuous operation, where required. 3. EXECUTION 3.1 GROUND WATER CONTROL A. Perform a subsurface investigation by borings as necessary to identify water bearing layers, piezometric pressures, and soil parameters for design and installation of ground water control systems. Perform pump tests, if necessary to determine the drawdown characteristics of the water bearing layers. B. Provide labor, material, equipment, techniques and methods to lower, control and handle ground water in a manner compatible with construction methods and site conditions. Monitor effectiveness of the installed system and its effect on adjacent property. C. Install, operate, and maintain ground water control systems in accordance with the ground water control system design. Notify the City's Construction Inspector in writing of any changes made to accommodate field conditions and changes to the Work. Revise the ground water control system design to reflect field changes. D. Provide for continuous system operation, including nights, weekends, and holidays. Arrange for appropriate backup if electrical power is primary energy source for dewatering system. E. Monitor operations to verify that the system lowers ground water piezometric levels at a rate required to maintain a dry excavation resulting in a stable subgrade for prosecution of subsequent operations. F. Where hydrostatic pressures in confined water bearing layers exist below excavation, depressurize those zones to eliminate risk of uplift or other instability of excavation or installed 022021 Page 4 of 10 Rev.10-30-2014 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC works. Allowable piezometric elevations shall be defined in the ground water control system design. G. Remove ground water control installations. 1. Remove pumping system components and piping when ground water control is no longer required. 2. Remove piezometers and monitoring wells when directed by the City Engineer. 3. Grout abandoned well and piezometer holes. Fill piping that is not removed with cement- bentonite grout or cement-sand grout. H. During backfilling, dewatering may be reduced to maintain water level a minimum of 5 feet below prevailing level of backfill. However, do not allow that water level to result in uplift pressures in excess of 80 percent of downward pressure produced by weight of structure or backfill in place. Do not allow water levels to rise into cement stabilized sand until at least 48 hour after placement. I. Provide a uniform diameter for each pipe drain run constructed for dewatering. Remove pipe drain when it has served its purpose. If removal of pipe is impractical, provide grout connections at 50-foot intervals and fill pipe with cement-bentonite grout or cement-sand grout when pipe is removed from service. J. Extent of construction ground water control for structures with a permanent perforated underground drainage system may be reduced, such as for units designed to withstand hydrostatic uplift pressure. Provide a means for draining the affected portion of underground system, including standby equipment. Maintain drainage system during operations and remove it when no longer required. K. Remove system upon completion of construction or when dewatering and control of surface or ground water is no longer required. L. In unpaved areas, compact backfill to not less than 95 percent of Standard Proctor maximum dry density in accordance with ASTM D 698. In paved areas (or areas to receive paving), compact backfill to not less than 98 percent of Standard Proctor maximum dry density in accordance with ASTM D 698. 3.2 REQUIREMENTS FOR EDUCTOR, WELL POINTS, OR DEEP WELLS A. For above ground piping in ground water control system, include a 12-inch minimum length of clear, transparent piping between every eductor well or well point and discharge header so that discharge from each installation can be visually monitored. B. Install sufficient piezometers or monitoring wells to show that all trench or shaft excavations in water bearing materials are pre-drained prior to excavation. Provide separate piezometers for 022021 Page 5 of 10 Rev.10-30-2014 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC monitoring of dewatering and for monitoring of depressurization. Install piezometers and monitoring wells for tunneling as appropriate for Contractor's selected method of work. C. Install piezometers or monitoring wells not less than one week in advance of beginning the associated excavation (including trenching). D. Dewatering may be omitted for portions of underdrains or other excavations,but only where auger borings and piezometers or monitoring wells show that soil is pre-drained by an existing system such that the criteria of the ground water control system design are satisfied. E. Replace installations that produce noticeable amounts of sediments after development. F. Provide additional ground water control installations, or change the methods, in the event that the installations according to the ground water control system design do not provide satisfactory results based on the performance criteria defined by the ground water control system design and by these specifications. 3.3 EXCAVATION DRAINAGE A. Contractor may use excavation drainage methods if necessary to achieve well drained conditions. The excavation drainage may consist of a layer of crushed stone and filter fabric, and sump pumping in combination with sufficient wells for ground water control to maintain stable excavation and backfill conditions. 3.4 MAINTENANCE AND OBSERVATION A. Conduct daily maintenance and observation of piezometers or monitoring wells while the ground water control installations or excavation drainage are operating in an area or seepage into tunnel is occurring. Keep system in good condition. B. Replace damaged and destroyed piezometers or monitoring wells with new piezometers or wells as necessary to meet observation schedule. C. Cut off piezometers or monitoring wells in excavation areas where piping is exposed, only as necessary to perform observation as excavation proceeds. Continue to maintain and make observations, as specified. D. Remove and grout piezometers inside or outside the excavation area when ground water control operations are complete. Remove and grout monitoring wells when directed by the City Engineer. 3.5 MONITORING AND RECORDING A. Monitor and record average flow rate of operation for each deep well, or for each wellpoint or eductor header used in dewatering system. Also monitor and record water level and ground water recovery. These records shall be obtained daily until steady conditions are achieved, and twice weekly thereafter. 022021 Page 6 of 10 Rev.10-30-2014 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC B. Observe and record elevation of water level daily as long as ground water control system is in operation, and weekly thereafter until the Work is completed or piezometers or wells are removed, except when City Engineer determines that more frequent monitoring and recording are required. Comply with Construction Inspector's direction for increased monitoring and recording and take measures as necessary to ensure effective dewatering for intended purpose. 3.6 SAMPLING, TESTING AND DISPOSAL OF GROUND WATER A. It is the intent that the Contractor discharge groundwater primarily into the existing storm water system in accordance with City Ordinance, Article XVI, Section 55-203, only if the groundwater is uncontaminated and the quality of the ground water is equal to or better than the quality of the receiving stream. B. The Contractor shall prevent ground water from trench or excavation dewatering operations from discharging directly into the storm water system prior to testing and authorization. Ground water from dewatering operations shall be sampled and tested, and disposed of by approved methods. C. Laboratory analysis of groundwater and receiving water quality is to be performed by the Contractor at the Contractor's expense, prior to commencing discharge, and groundwater analysis shall be performed by the Contractor at a minimum of once per week. Contractor shall coordinate with the City Storm Water Department on all laboratory analysis. Laboratory analysis of groundwater shall also be performed at each new area of construction prior to discharge from that location. D. Sample containers, holding times,preservation methods, and analytical methods, shall either follow the requirements in 40 CFR Part 136 (as amended), or the latest edition of"Standard Methods for the Examination of Water and Wastewater." Any laboratory providing analysis must be accredited or certified by the Texas Commission on Environmental Quality according to Title 30 Texas Administrative Code (30 TAC) Chapters 25 for the matrices,methods, and parameters of analysis, if available, or be exempt according to 30 TAC §25.6. E. Analysis of the ground water discharge shall show it to be equal to or better than the quality of the first natural body of receiving water. This requires testing of both the receiving water and a sample of the ground water. All parts of this procedure shall be complete prior to any discharge of ground water to the storm water system. F. Steps to Determine Legitimate Discharge: 1. Identify the First Receiving Water. a) When the first body of water is a fresh water system (Nueces River or Oso Creek), the analysis typically fails because the local ground water will likely be too high in Total Dissolved Solids (TDS). In the case of a perched aquifer, the ground water may turn out fairly fresh, but local experience shows this to be unlikely. b) If the receiving water is a marine environment,proceed with Step 2 below to compare the ground water quality to receiving water quality. 022021 Page 7 of 10 Rev.10-30-2014 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 2. Compare Ground Water Discharge Quality to Receiving Water Quality. The following table, Ground Water Discharge Limits, indicates that the parameters to compare to the receiving water are Total Dissolved Solids (TDS) and Total Suspended Solids (TSS). If the ground water results are equal to or better than the receiving water, then the discharge may be authorized as long as the discharge does not exceed the other parameters which would indicate hydrocarbon contamination. Note that the receiving water only needs to be tested initially as a baseline and the ground water shall be tested weekly to ensure compliance. GROUND WATER DISCHARGE LIMITS Ground Receiving Water Water Monitoring Monitoring Maximum Parameter Frequency Frequency Limitation Total Dissolved Once Prior to Solids (TDS) Initial +Weekly Discharge <Receiving Water Total Suspended Once Prior to Solids (TSS) Initial+Weekly Discharge <Receiving Water Total Petroleum Hydrocarbons Initial +Weekly 15 m /L Total Lead Initial +Weekly 0.1 m /L Benzene Initial +Weekly 0.005 mg/L Total BTEX Initial +Weekly 0.1 m /L Polynuclear Aromatic Hydrocarbons Initial +Monthly 0.01 m /L 3. Analyze Ground Water for Hydrocarbon Contamination. All other parameters listed on the Ground Water Discharge Limits table must be analyzed prior to ground water discharge to the storm water system. If no limits are exceeded, ground water discharge to the storm water system may be authorized following notification to the MS4 operator (City of Corpus Christi) and all Pollution Prevention Measures for the project are in place. Analytical results shall be on-site or readily available for review by local, state or federal inspectors. Note that this step is frequently done simultaneously with Step 2 above to shorten analytical processing time. 4. Pollution Prevention Measures. A storm water pollution prevention plan or pollution control plan shall be developed and implemented prior to any ground water discharges to the storm water system. The plan's objectives are to limit erosion and scour of the storm water system, and minimize Total Suspended Solids (TSS) and other forms of contamination, and prevent any damage to the storm water system. Note that ground water discharges must cease immediately upon the first recognition of contamination, either by sensory or analytical methods. If the discharge of groundwater results in any damages to the storm water system, the responsible party 022021 Page 8 of 10 Rev.10-30-2014 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC shall remediate any damage to the storm water system and the environment to the satisfaction of the Storm Water Department and/or any State or Federal Regulatory Agency. 5. MS4 Operator Notification. The MS4 operator shall be notified prior to ground water discharge to the storm water system. Contractor shall contact the designated City MS4 representative to request authorization to discharge ground water to the storm water system. Notification shall include: Project Name: Responsible Party: Discharge Location: Receiving Water: Estimated Time of Discharge: Linear Project: Yes/No Pollution Prevention Measures Implemented: Statement indicating all sampling and testing has been conducted and meets the requirements of a legitimate discharge. G. Discharges to Wastewater System In the event that the groundwater does not equal or exceed the receiving water quality, an alternative disposal option would include pumping to the nearest sanitary sewer system. Discharge to the sanitary sewer system requires a permit from the Wastewater Department. If discharging to temporary holding tanks and trucking to a sanitary sewer or wastewater treatment plant, the costs for these operations shall be negotiated. Contractor shall contact the Pretreatment Group for City Utility Operations to obtain a Wastewater Discharge Permit Application for authorization to discharge to the wastewater system. Authorization approval will include review of laboratory analysis of the ground water and estimated flow data. Note that groundwater discharges must cease immediately upon the first recognition of contamination, either by sensory or analytical methods. If the discharge of groundwater results in any damages to the wastewater collection system or wastewater overflows, the responsible party shall remediate any damage to the wastewater collection system and the environment to the satisfaction of the Wastewater Department and/or any State or Federal Regulatory Agency. H. Other groundwater disposal alternatives or solutions may be approved by the Engineer on a case by case basis. 3.7 SURFACE WATER CONTROL A. Intercept surface water and divert it away from excavations through the use of dikes, ditches, curb walls, pipes, sumps or other approved means. B. Divert surface water into sumps and pump into drainage channels or storm drains, when 022021 Page 9 of 10 Rev.10-30-2014 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC approved by the City Engineer. Provide settling basins when required by the City Engineer. C. Storm water that enters the excavation can be pumped out as long as care is taken to minimize solids and mud entering the pump suction and flow is pumped to a location that allows for sheet flow prior to entering a storm water drainage ditch or storm water inlet. An alternative to sheet flow is to pump storm water to an area where ponding occurs naturally without leaving the designated work area or by manmade berm(s)prior to entering the storm water system. Sheet flow and ponding is required to allow solids screening and/or settling prior to entering the storm water system. Storm water or groundwater shall not be discharged to private property. 4. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, control of ground water will not be measured and paid for separately,but shall be considered subsidiary to other bid items. 022021 Page 10 of 10 Rev.10-30-2014 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC SECTION 022022 TRENCH SAFETY FOR EXCAVATIONS 1. DESCRIPTION This specification shall govern all work for providing for worker safety in excavations and trenching operations required to complete the project. 2. REQUIREMENTS Worker Safety in excavations and trenches shall be provided by the Contractor in accordance with Occupational Safety and Health Administration (OSHA) Standards, 29 CFR Part 1926 Subpart P - Excavations. It is the sole responsibility of the Contractor, and not the City or Engineer or Consultant, to determine and monitor the specific applicability of a safety system to the field conditions to be encountered on the job site during the project. The Contractor shall indemnify and hold harmless the City and Engineer and Consultant from all damages and costs that may result from failure of methods or equipment used by the Contractor to provide for worker safety. Trenches, as used herein, shall apply to any excavation into which structures, utilities, or sewers are placed regardless of depth. Trench Safety Plan, as used herein, shall apply to all methods and materials used to provide for worker safety in excavation and trenching operations required during the project. 3. MEASUREMENT AND PAYMENT Measurement of Trench Safety shall be by the linear foot of trench, regardless of depth. Measurement shall be taken along the centerline of the trench. Measurement for Excavation Safety for Utility Structures shall be per each excavation. Excavations include, but are not limited to, those for manholes, vaults, pits and other such structures that are incidental to utility work. Measurement for Excavation Safety for Special Structures shall be per each excavation or by the lump sum for each special structure identified in the Proposal. Payment shall be at the unit price bid and shall fully compensate the Contractor for all work, equipment, materials, personnel, and incidentals as required to provide for worker safety in trenches and excavations for the project. Revision current for Texas Code Chapter 756 Subchapter C. Trench Safety. 022022 Page 1 of 1 Rev.10-30-2014 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC SECTION 022100 SELECT MATERIAL 1. DESCRIPTION This specification shall govern the use of Select Material to be used to treat designated sections of roadways, embankments, trenches, etc. Select material shall be non-expansive sandy clay (CL) or clayey sand (SC), in accordance with the Unified Soil Classification System (ASTM D2487). Select Material shall meet the following requirements: Free of vegetation, hard lumps,rock fragments, or other debris No clay lumps greater than 2" diameter Liquid Limit(L.L.): < 35 Plasticity Index(P.I.) Range: 8 to 20 Moisture Content: as specified in the drawings 2. CONSTRUCTION METHODS Select material shall be mixed uniformly and placed in layers as indicated, not to exceed 10 inches loose depth (or 12 inches maximum for sanitary sewer trench backfill per City Standard Details for Sanitary Sewers). Unless otherwise specified, the material shall be compacted to a minimum of 95% Standard Proctor density. Each layer shall be complete before the succeeding layer is placed. The finished surface of the select material shall conform to the grade and section shown on the drawings. 3. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, select material shall not be measured for pay, but shall be subsidiary to the appropriate bid item. 022100 Page 1 of 1 Rev.10-30-2014 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC SECTION 022420 SILT FENCE 1. DESCRIPTION This specification shall govern all work necessary for providing and installing silt fencing required to control sedimentation and erosion during construction of the project. 2. MATERIAL REQUIREMENTS A. Geotextile shall meet the requirements for temporary silt fence per AASHTO M288. B. Fence Reinforcement Materials: Silt fence reinforcement shall be one of the following systems. Type 1: Self-Supported Fence- This system consists of fence posts, spaced no more than 8- 1/2 feet apart, and geotextile without net reinforcement. Fence posts shall be a minimum of 42 inches long, embedded at least one (1) foot into the ground, and constructed of either wood or steel. Soft wood posts shall be at least 3 inches in diameter or nominal 2 x 4 inches in cross section and essentially straight. Hardwood posts shall be a minimum of 1.5 x 1.5 inches in cross section. Fabric attachment may be by staples or locking plastic ties at least every 6 inches, or by sewn vertical pockets. Steel posts shall be T or L shaped with a minimum weight of 1.3 pounds per foot. Attachment shall be by pockets or by plastic ties if the posts have suitable projections. Type 2: Net-Reinforced Fence - This system consists of fence posts, spaced no more than 8-1/2 feet apart, and geotextile with an attached reinforcing net. Fence posts shall meet the requirements of Self-Supported Fence. Net reinforcement shall be galvanized welded wire mesh of at least 12.5-gauge wire with maximum opening size of 4 x 2 inches. The fabric shall be attached to the top of the net by crimping or cord at least every 2 feet, or as otherwise specified. Type 3: Triangular Filter Dike- This system consists of a rigid wire mesh, at least 6-gauge, formed into an equilateral triangle cross-sectional shape with sides measuring 18 inches, wrapped with geotextile silt fence fabric. The fabric shall be continuously wrapped around the dike,with a skirt extending at least 12 inches from its upslope corner. C. Packaging Requirements: Prior to installation, the fabric shall be protected from damage due to ultraviolet light and moisture by either wrappers or inside storage. 022420 Page 1 of 2 Rev.10-30-2014 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC D. Certification and Identification: Each lot or shipment shall be accompanied by a certification of conformance to this specification. The shipment must be identified by a ticket or by labels securely affixed to the fabric rolls. This ticket or label must list the following information: a. Name of manufacturer or supplier b. Brand name and style C. Manufacturer's lot number or control number d. Roll size(length and width) e. Chemical composition 3. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, silt fence shall be measured by the linear foot. Payment shall be at the bid price for the unit of measurement specified and shall be full compensation for furnishing all labor, materials, tools, equipment and incidentals necessary to complete the work. Payment shall include, but not be limited to, placing, maintaining and removing the silt fence. 022420 Page 2 of 2 Rev.10-30-2014 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC SECTION 025205 PAVEMENT REPAIR, CURB, GUTTER, SIDEWALK AND DRIVEWAY REPLACEMENT 1. DESCRIPTION This specification shall govern the removal and replacing of all types of pavements and surfacing required to complete the project. 2. MATERIALS Unless otherwise specified on the drawings, materials and proportions used along with this specification shall conform to the respective following specifications: City Standard Specifications Section 022020 "Excavation and Backfill for Utilities" Section 022100 "Select Material" Section 025223 "Crushed Limestone Flexible Base" Section 025424 "Hot Mix Asphaltic Concrete Pavement" Section 025610 "Concrete Curb and Gutter" Section 025612 "Concrete Sidewalks and Driveways" Section 025620 "Portland Cement Concrete Pavement" Section 030020 "Portland Cement Concrete", Class "A" Concrete Section 032020 'Reinforcing Steel" Section 038000 "Concrete Structures". 3. METHOD OF CUTTING The outline of the trench shall be marked upon the surface of the pavement to be cut,and all cuts into the pavement shall be saw-cut as nearly vertical as it is possible to make them. All unwanted materials removed shall be disposed of by the Contractor and shall not be used as backfill material. 4. BACKFILL OF TRENCH Excavation and backfilling of trench shall be in accordance with City Standard Specification Section 022020 "Excavation and Backfill for Utilities." 025205 Page 1 of 4 Rev.11-9-2016 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 5. REPLACING STREET AND OTHER PAVEMENT All pavements, driveways, sidewalks, and curbs and gutters which are cut shall be replaced in a workmanlike manner,with like or better materials or per pavement repair details to be provided on the drawings. Pavement cuts in a street for any utility requires a permit from the Director of Development Services in accordance with City Ordinance 030040, Article III Cuts and Excavations (12-17-2013). The installation of a utility that crosses the ROW at a perpendicular or near perpendicular angle and has an OD of 6" or less will not be permitted to be installed by cutting the road section. Street excavation/cut for a utility in an asphalt roadway shall include a full lane overlay or pavement repair for parallel cuts, or a 12' wide pavement repair for perpendicular cuts. Street excavation/cut for a utility in a concrete roadway shall include full panel replacement. The drawings and/or permit application should include a site specific pavement cut and restoration plan that indicates the general nature of the pavement and roadway(for examples, concrete arterial, asphalt residential) to be cut and restored, the existing pavement section (if known), the location and approximate area of the excavation/pavement repair, including the approximate length and width of the pavement repair in relation to the roadway travel lane(s). 6. REPLACING DRIVEWAY PAVEMENT On all concrete driveway pavements,the replacement shall consist of a reinforced Class"A"concrete slab with a minimum thickness of six(6)inches. The type of finish for the replaced section shall be the same as that appearing on the old pavement. Reinforcement shall be#4 bars at 12 inches each way with additional diagonal bars as indicated on the drawings. Any other type shall be replaced with like or better replacement. Replacement shall, in general, be to original joint or score mark. 7. REPLACING SIDEWALKS On all sidewalk pavements, the replacement shall consist of a reinforced Class"A"concrete slab four (4)inches thick. The type of finish for the replaced section shall be the same as that appearing on the old sidewalk. Replacement shall,in general,be to original joint or score marks. Reinforcement shall be 4" x 4" - W2.9 x W2.9 welded wire fabric located at mid-depth in the slab. 8. REPLACING CURB AND GUTTER On all curb and gutter, the replacement shall consist of a section conforming in all details to the original section or to City of Corpus Christi Standard curb and gutter section, if required by the Engineer. Cuts through the curb shall be replaced with Class "A" concrete. Preserve the original steel reinforcing and reinforce all new curbs with three#4 bars. Adjust grades for positive drainage. Replacement shall,in general,be to original joint or score hark. For jointed concrete roadways,the joints in curb or in curb and gutter should match the concrete roadway joints. 025205 Page 2 of 4 Rev.11-9-2016 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 9. REPAIRING STREET SHOULDERS AND UNIMPROVED STREETS On streets or roads without curb and gutter where a shoulder is disturbed,it shall be restored to like or better condition. The shoulder surface shall be rolled to an acceptably stable condition. The requirements of City Ordinance 030040 as stated above apply also to unimproved streets unless a specific variance is granted by the Director of Development Services. 10. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form,pavement repair shall be measured by the square yard of the type of repair specified; curb and gutter replacement shall be measured by the linear foot; and sidewalk and driveway replacement shall each be measured by the square foot. Payment will be made at the unit price bid for the completed work and shall be full compensation for all labor, materials,equipment,tools,and incidentals required to complete the work. No separate measurement or payment will be made for subgrade compaction, sand leveling course, geogrid, ordinary backfill, cement-stabilized sand backfill, flexible base,prime coat,hot-mix asphaltic concrete, etc. 025205 Page 3 of 4 Rev.11-9-2016 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC SECTION 025210 LIME STABILIZATION 1. DESCRIPTION This specification shall consist of treating the subgrade, subbase or base by the pulverizing, addition of lime, mixing and compacting the mixed material to the required density. This specification applies to natural ground, embankment, existing pavement structure or proposed base, and shall be constructed as specified herein and in conformity with the typical sections, lines and grades as shown on the plans or as established by the Engineer. 2. MATERIALS (1) The lime shall be a commercially produced "Hydrated Lime" in accordance with AASHTO M216, or in accordance with TxDOT Specification Item 260. The specifications apply specifically to the normal hydrate of lime made from "high- calcium" type limestone. Hydrated lime for stabilization purposes shall be applied as a slurry. (2) Lime to be used for the treated subgrade, existing subbase, existing base or proposed base is determined by preliminary tests and shall be applied at a rate indicated on the drawings,but no less than 6%. 3. EQUIPMENT The machinery, tools and equipment necessary for proper prosecution of the work shall be on the project and approved by the Engineer prior to the beginning of construction operations. All machinery, tools and equipment used shall be maintained in a satisfactory and workmanlike manner. Hydrated lime shall be stored and handled in closed weatherproof containers until immediately before distribution on the roadbed. If storage bins are used, they shall be completely enclosed. Hydrated lime in bags shall be stored in weatherproof buildings with adequate protection from ground dampness. If lime is furnished in trucks, each truck shall have the weight of lime certified on public scales. If lime is furnished in bags, each bag shall bear the manufacturer's certified weight. Bags varying more than 5 percent from that weight may be rejected and the average weight of bags in any shipment, as shown by weighing 50 bags taken at random, shall not be less than the manufacturer's certified weight. 025210 Page 1 of 4 Rev.9-2-2020 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 4. CONSTRUCTION METHODS General - It is the primary requirement of this specification to secure a completed course of treated material containing a uniform lime mixture, free from loose or segregated areas, of uniform density and moisture content, well bound for its full depth and with a smooth surface suitable for placing subsequent courses. It shall be the responsibility of the Contractor to regulate the sequence of his work, to use the proper amount of lime, maintain the work and rework the courses as necessary to meet the above requirements. Application - Lime shall be spread only on that area where the first mixing operations can be completed during the same working day. Unless otherwise shown on drawings, lime shall be applied at a rate in pounds of dry-hydrated lime per square yard, in the form of a slurry. Application rate may be varied by the Engineer, if conditions warrant,but no less than 6%must be applied. Certification of lime quantity and quality shall be provided as required to monitor the application. Certification should be in the form of weight tickets which indicate the actual weight of dry hydrated lime, CA(OH)z. The application and mixing of lime with the material shall be accomplished by the method hereinafter described. The lime shall be mixed with water in trucks with approved distributors and applied as a thin water suspension or slurry. Mixing- The mixing procedure shall be as hereinafter described. (a) First Mixing: The material and lime shall be thoroughly mixed by approved road mixers or other approved equipment, and the mixing continued until, in the opinion of the Engineer, a homogeneous, friable mixture of material and lime is obtained, free from all clods or lumps. Materials containing plastic clays or other material which will not readily mix with lime shall be mixed as thoroughly as possible at the time of the lime application, brought to the proper moisture content and left to cure 1 to 4 days as directed by the Engineer. During the curing period,the material shall be kept moist as directed. (b) Final Mixing: After the required curing time, the material shall be uniformly mixed by approved methods. If the soil binder-lime mixture contains clods, they shall be reduced in size by raking, blading, discing, harrowing, scarifying or the use of other approved pulverization methods. After mixing, the Engineer may sample the mixture at roadway moisture and test in accordance with Tex-101-E, Part III, to determine compliance with the gradation requirements in Table 1. 025210 Page 2 of 4 Rev.9-2-2020 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Table 1 Gradation Re uirements (Minimum % Passing) Sieve Size Base Sub rade 1-3/4" 100 100 3/4" 85 85 #4 — 60 Old bituminous wearing surface shall be pulverized so that 100%will pass a 2 %" sieve. During the interval of time between applications and mixing, hydrated lime that has been exposed to the open air for a period of 6 hours or more, or to excessive loss due to washing or blowing,will not be accepted for payment. Compaction - Compaction of the mixture shall begin immediately after final mixing and in no case later than 3 calendar days after final mixing, unless approval is obtained from the Engineer. The material shall be aerated or sprinkled as necessary to provide the optimum moisture. Compaction shall begin at the bottom and shall continue until the entire depth of mixture is uniformly compacted as hereinafter specified. If the total thickness of the material to be treated cannot be mixed in one operation, the previously mixed material shall be bladed to a windrow just beyond the area to be treated and the next layer mixed with lime as previously specified. The first layer of the material shall be compacted in such a manner that the treated material will not be mixed with the underlying material. The course shall be sprinkled as required to maintain moisture content on the wet side of optimum and compacted to the extent necessary to provide the specified density. Unless shown otherwise on the drawings, all lime treated subgrades, sub-bases, and bases that are not in direct contact with surface or binder course shall be compacted to a minimum of 95% Standard Proctor density (AASHTO T99),unless otherwise specified. In addition to the requirements specified for density, the full depth of the material shown on the plans shall be compacted to the extent necessary to remain firm and stable under construction equipment. After each section is completed, tests, as necessary, will be made by the Engineer. If the material fails to meet the density requirements, it shall be reworked as necessary to meet these requirements. Rework, when required to meet pulverization requirements or density requirements, shall include the addition of lime, about 10% to 15% of the initial application rate, or as deemed necessary by the Engineer. A new optimum density will be obtained. Throughout this entire operation, the shape of the course shall be maintained by blading, and the surface, upon completion, shall be smooth and in conformity with the typical section shown on the drawings and to the established lines and grades. 025210 Page 3 of 4 Rev.9-2-2020 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 5. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, lime stabilization for bases, sub-bases and subgrade shall be measured by the square yard of lime-stabilized material in place. Pulverizing, mixing, watering grading, compacting, working material etc., shall not be measured for pay but shall be subsidiary to other work. Payment shall be full compensation for all materials, labor, equipment, tools, and incidentals necessary for the completion of work. 025210 Page 4 of 4 Rev.9-2-2020 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC SECTION 025223 CRUSHED LIMESTONE FLEXIBLE BASE 1. DESCRIPTION This Specification shall govern all work for furnishing and placing Crushed Limestone Flexible Base required to complete the project. 2. MATERIAL Crushed Limestone Flexible Base shall consist of crushed limestone produced from oversize quarried aggregate, sized by crushing and produced from a naturally occurring single source, meeting the requirements for Type `A' material as specified in Texas Department of Transportation (TxDOT) Specification Item 247 "Flexible Base". Crushed gravel or uncrushed gravel shall not be acceptable. No blending of sources and/or additive materials will be allowed. The material shall be free of vegetation and shall be approved by the Engineer. All acceptable material shall be screened and the oversize shall be crushed and returned to the screened material in such a manner that a uniform product will be produced which meets all of the physical requirements for Grade 1-2 as specified in TxDOT Specification Item 247 "Flexible Base". 3. TESTING The City will engage a laboratory and pay for one test each gradation, liquid limit,plasticity index, modified proctor, moisture-density relation, CBR, and necessary field densities. The Engineer may call for additional tests at any time. The cost of all retests, in case of failure to meet specifications, will be deducted from the Contractor's payment. The City will pay for proctor and soil constants and abrasion tests at the rate described in the materials testing schedule. If material changes, the Contractor shall pay the cost of additional tests required by the Engineer. The Engineer may waive testing and/or lime admix for small amounts for unimportant uses. 4. CONSTRUCTION METHODS Prior to placement of flexible base, the surface of the previous underlying course shall be finished true to line and grade as established, and in conformity with the typical section shown on the drawings. Grade tolerance shall be generally 1/2 inch, and highs and lows must approximately balance. If called for in the drawings or elsewhere in the contract documents, geogrid, as specified in City Standard Specification Section 022040 "Street Excavation", shall be placed as indicated. Flexible base shall be delivered and spread the same day if possible (no later than the next day). Base shall be mixed as required to produce a uniform mixture with water. Base shall be placed in uniform lifts not to exceed 10 inch loose lifts or 8 inch compacted lifts. Moisture and density requirements shall be as indicated on the drawings, typical minimum 98% Modified Proctor 025223 Page 1 of 2 Rev.3-25-2015 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC (ASTM D1557) under flexible pavements or typical minimum 98% Standard Proctor (ASTM D698) under concrete pavement and to within ± 2% of optimum moisture. The section may be accepted if no more than 1 of the 5 most recent moisture or density tests is outside of the specified limits, and the failed test is within+I% deviation from specified moisture or density requirements. The surface of the compacted base, after meeting moisture and density requirements, shall be primed in accordance with City Standard Specification Section 025412 "Prime Coat". On completion of compaction and priming, the surface shall be smooth and conform to lines, grades, and sections shown on the drawings. Areas with any deviation in excess of 1/4 inch in cross-section and in lengths of 16 feet measured longitudinally shall be corrected by loosening, adding or removing material, reshaping, and recompacting by reprinting and rolling. Moisture and density shall be maintained until the paving is complete. Excessive loss of moisture shall be prevented by sprinkling, sealing, or covering with a subsequent layer. Should the base, due to any reason or cause, lose the required stability, density, or moisture before it is protected by placement of the next layer, it shall be re-compacted, refinished, and retested at the expense of the Contractor until acceptable to the City. 5. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, crushed limestone flexible base shall be measured by the square yard complete in place. Payment shall be full compensation for all materials, royalty, hauling, placing, compacting, labor, equipment, tools, and incidentals necessary for the completion of work. Prime shall be measured and paid under separate bid item if specified on the Bid Form. Geogrid shall be measured and paid under separate bid item if specified on the Bid Form. 025223 Page 2 of 2 Rev.3-25-2015 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC SECTION 025404 ASPHALTS, OILS AND EMULSIONS 1. DESCRIPTION This specification shall govern all work for asphalt cement, cut-back and emulsified asphalts, performance-graded asphalt binders, and other miscellaneous asphaltic materials required to complete the project. 2. MATERIALS When tested according to Texas Department of Transportation Test Methods,the various materials shall meet the applicable requirements of TxDOT Specification Item 300, "Asphalts, Oils, and Emulsions" (Latest Edition). 3. STORAGE, HEATING AND APPLICATION TEMPERATURES Store and apply asphaltic materials in accordance with TxDOT Item 300 (Latest Edition) at the lowest temperature yielding satisfactory results. Follow the manufacturer's instructions for any agitation requirements in storage and in application and storage temperatures. 4. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form,asphalts,oils and emulsions shall not be measured and paid for separately, but shall be considered subsidiary to the appropriate bid item. 025404 Page 1 of 1 Rev.10-30-2014 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC SECTION 025412 PRIME COAT 1. DESCRIPTION This specification shall consist of an application of asphalt material on the completed base course and/or other approved area in accordance with this specification. Prime Coat shall not be applied when the air temperature is below 60° F and falling, but it may be applied when the air temperature is above 50°F and is rising; the air temperature being taken in the shade and away from artificial heat. Asphalt material shall not be placed when general weather conditions, in the opinion of the Engineer, are not suitable. 2. MATERIALS The asphalt material used for the prime coat shall be MC-30 medium-curing cutback asphalt or AE-P asphalt emulsion prime, unless otherwise specified, and when tested by approved laboratory methods shall meet the requirements of City Standard Specification Section 025404 "Asphalts, Oils and Emulsions". Blotter material shall be native sand. 3. CONSTRUCTION METHODS When, in the opinion of the Engineer, the area and/or base is satisfactory to receive the prime coat, the surface shall be cleaned of dirt, dust, and other deleterious matter by sweeping or other approved methods. If found necessary by the Engineer, the surface shall be lightly sprinkled with water just prior to application of the asphalt material. The asphalt material shall be applied on the clean surface by an approved type of self-propelled pressure distributor so operated as to distribute the material in the quantity specified, evenly and smoothly under a pressure necessary for proper distribution. The Contractor shall provide all necessary facilities for determining the temperature of the asphalt material in all of the heating equipment and in the distributor, for determining the rate at which it is applied, and for securing uniformity at the junction of two distributor loads. All storage tanks, piping, retorts, booster tanks and distributors used in storing or handling asphalt material shall be kept clean and in good operating condition at all times, and they shall be operated in such manner that there will be no contamination of the asphalt material with foreign material. It shall be the responsibility of the Contractor to provide and maintain in good working order a recording thermometer at the storage-heating unit at all times. The distributor shall have been recently calibrated and the Engineer shall be furnished an accurate and satisfactory record of such calibration. After beginning of the work, should the yield on the asphalt material applied appear to be in error, the distributor shall be calibrated in a manner satisfactory to the Engineer before proceeding with the work. 025412 Page 1 of 2 Rev.10-30-2014 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Prime shall be applied at a temperature within the recommended range per City Standard Specification Section 025404 "Asphalts, Oils and Emulsions", with that range being 70 to 150 degrees F. Application rate shall be not less than 0.15 gallon per square yard, unless otherwise specified. The Contractor shall be responsible for the maintenance of the surface until the Engineer accepts the work. No traffic hauling or placement of any subsequent courses shall be permitted over the freshly applied prime coat until authorized by the Engineer. Spread blotter material before allowing traffic to use a primed surface. Allow sufficient time for the prime coat to cure properly before applying surface treatment or asphaltic concrete pavement. 4. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, prime coat shall be measured by the gallon of asphalt material applied. Payment shall include furnishing, heating, hauling and distributing the asphalt material as specified; for furnishing, spreading and removing sand blotter material; for all freight involved; and for all manipulation, labor, materials, tools, equipment and incidentals necessary to complete the work. 025412 Page 2 of 2 Rev.10-30-2014 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC SECTION 025424 HOT MIX ASPHALTIC CONCRETE PAVEMENT (Class A) 1. DESCRIPTION This specification shall govern all work required for furnishing and laying Hot Mix Asphalt Concrete (HMAC) surface,binder and base courses required to complete the project. All subsurface utilities must be inspected, tested, and accepted prior to any paving. 2. MATERIALS 2.1. Agars e-ante. The aggregate shall consist of a blend of course aggregate, fine aggregate and, if required, a mineral filler. 2.1.1. Coarse Aggregate shall consist of that fraction of aggregate retained on a No. 10 sieve and shall consist of crushed furnace slag, crushed stone, or crushed gravel. Deleterious material in course aggregate shall not exceed 2% per TxDOT Test Method TEX-217-F. Course aggregate shall be crushed such that a minimum of 85%of the particles have more than one crushed face, unless noted otherwise on the plans. Los Angeles abrasion losses for course aggregate shall not exceed 40%by weight for the surface course and 45%for the binder and base courses per TxDOT Test Method TEX-410-A. Polish Value not less than 30 for aggregate used in the surface course per TxDOT Test Method TEX-438-A. 2.1.2. Fine Aggregate is defined as the fraction passing a No. 10 sieve and shall be of uniform quality. Fine aggregate shall consist of screenings of material that pass the Los Angeles abrasion requirements in paragraph 2.1.1 above. Screenings shall be blended with a maximum of 15% uncrushed aggregate or field sand for Type D mixes, or a maximum of 10%uncrushed aggregate or field sand for Type A, B, and C mixes. Grading of fine aggregate shall be as follows: Sieve Size Percent Passing by Weight No. 10 100 No. 200 0-15 025424 Page 1 of 8 Rev.3-25-2015 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 2.1.3 Filler shall consist of dry stone dust,Portland cement,hydrated lime, or other mineral dust approved by the Engineer. Grading of filler shall be as follows: Sieve Size Minimum Percent Passing by Weight No. 30 95 No. 80 75 No. 200 55 2.2. Reclaimed Asphalt Pavement(RAP). Reclaimed asphalt pavement maybe incorporated into the hot mix asphalt concrete furnished for the project, provided that the mixture is designed per the TxDOT Methods and meets the applicable provisions of said TxDOT Item 340 and this specification. 2.3. Asphalt. Asphalt Material shall be in accordance with Standard Specification Section 025404 "Asphalt, Oils and Emulsions" and AASHTO. 2.3.1. Paving Mixture: APPLICATION ASPHALT GRADE Residential or low volume PG 64-22 Collector Surface Course PG 70-22 Binder Course PG 64-22 Arterial Surface Course PG 76-22 Binder Course PG 64-22 Base Courses PG 64-22 2.3.2. Tack Coat shall consist of an emulsion, SS-1 diluted with equal volume of water and applied at a rate ranging from 0.05 to 0.15 gallon per square yard. 3. PAVING MIXTURE 3.1. Mix Design. The mixture shall be designed in accordance with TxDOT Bulletin C-14 and TxDOT Test Method TEX-204-F to conform to the requirements of this specification. The Contractor shall furnish the mix design for the job-mix to be used for the project,unless shown otherwise on the drawings. The mix design shall be submitted prior to placement of the mixture. The design procedures are actually intended to result at a job-mix with properties in compliance with these specifications,and when properly placed the j ob-mix will be durable 025424 Page 2 of 8 Rev.3-25-2015 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC and stable. The sieve analysis of the job-mix shall be within the range of the Master Gradation and Tolerances specified herein. The job-mix shall meet the density and stability requirements as specified and shall be included with the mix design as submitted per above. If the specific gravity of any of the types of aggregates differs by more than 0.3,use volume method. Plot sieve analysis of job-mix; percent passing versus size on four-cycle semi-log paper or other appropriate type paper. Show tolerance limits and Limits of Master Gradation. 3.2. Master Gradation of Aggregate. The aggregate for the type of mix specified shall be within the following tabulated limits per TxDOT Test Method TEX-200-F (Dry Sieve Analysis): Type Sieve A B C D Size Course Fine Course Fine Base Base Surface Surface 1-1/2" 100 1-1/4" 95-100 1" 100 7/8" 70-90 95-100 100 5/8" 75-95 95-100 1/2" 50-70 100 3/8" 60-80 70-85 85-100 1/4" No. 4 30-50 40-60 43-63 50-70 No. 10 20-34 27-40 30-40 32-42 No. 40 5-20 10-25 10-25 11-26 No. 80 2-12 3-13 3-13 4-14 No. 200 1-6* 1-6* 1-6* 1-6* VMA minimum 11 12 13 14 025424 Page 3 of 8 Rev.3-25-2015 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC * 2-8 when TxDOT Test Method Tex-200-F,Part 11(Washed Sieve Analysis)is used. 3.3. Tolerances. The mixture delivered to the job site shall not vary from the job-mix by more than the tolerances specified below. The gradation of the produced mix shall not fall outside the Master Grading Limits, with the following exceptions: for Type B material coarser than 3/8"and for Type D material coarser than#4. Variations from job-mix shall not exceed the following limits, except as noted above: Item: Tolerances Percent by Weight or Volume I" to No. 10 Plus or Minus 5.0 No. 40 to No. 200 Plus or Minus 3.0 Asphalt Weight Plus or Minus 0.5 Asphalt Volume Plus or Minus 1.2 3.4. Mix Properties. The mixture shall have a minimum Hveem stability of 40 for Type A, B, and C mixes, and 35 for Type D mixes per TxDOT Test Method TEX-208-F at an optimum density of 96% (plus or minus 1.5) of theoretical maximum density per TxDOT Test Methods TEX-227-F and TEX-207-F. 3.5. Sampling and Testing of Raw Materials. The Contractor shall sample materials as necessary to produce a mix in compliance with these specifications. 4. EQUIPMENT 4.1. MixingPlants. Mixing plants shall be either the weigh batching type or the drum mix type. Both types shall be equipped with satisfactory conveyors, power units, aggregate handling equipment, aggregate screens and bins (weigh batch only), and pollution control devices as required. 4.2. Truck Scales. A set of truck scales, if needed for measurement, shall be placed at a location approved by the Engineer. 4.3. Asphalt Material Heating Equipment. Asphalt material heating equipment shall be adequate to heat the required amount of material to the desired temperature. Agitation with steam or air will not be permitted. The heating apparatus shall be equipped with a recording thermometer with a 24-hour continuous chart that will record the temperature of the asphalt at the highest temperature. 4.4. Surge-Storage System. A surge-storage system may be used provided that the mixture coming out of the bins is of equal quality to that coming out of the mixer. The system shall be equipped with a gob hopper, rotating chute or other devices designed to minimize segregation of the asphalt mixture. 4.5. LUdown Machine. The laydown machine shall be capable of producing a surface that will meet the requirements of the typical cross section, of adequate power to propel the 025424 Page 4 of 8 Rev.3-25-2015 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC delivery vehicles,and produce the surface tolerances herein required. It shall be wide enough to lay a 28-foot street (back-to-back of curbs)in a maximum of two passes. 4.6. Rollers. All rollers shall be self-propelled and of any type capable of obtaining the required density. Rollers shall be in satisfactory operating condition and free from fuel, hydraulic fluid, or any other fluid leaks. 5. STORAGE, PROPORTIONING AND MIXING 5.1. Storage and Heatingof f Asphalt Materials. Asphalt cement shall not be heated to a temperature in excess of that recommended by the producer. Asphalt storage equipment shall be maintained in a clean condition and operated in such a manner that there will be no contamination with foreign matter. 5.2. Feeding and Drying of Aggregates. The feeding of various sizes of aggregate to the dryer shall be done in such a manner that a uniform and constant flow of materials in the required proportions will be maintained. In no case shall the aggregate be introduced into the mixing unit at a temperature in excess of 350 degrees F. 5.3. Proportioning. All materials shall be handled and proportioned in a manner that yield an acceptable mixture as herein specified and as defined by the job-mi 5.4. Mixing. 5.4.1. Weigh Batch Plant. In charging the weigh box and in charging the pugmill from the weigh box, such methods or devices shall be used as necessary to minimize segregation of the mixture. 5.4.2. Drum Mix Plant. The amount of aggregate and asphalt cement entering the mixer and the rate of travel through the mixer shall be coordinated so that a uniform mixture of the desired gradation and asphalt content will be produced. 5.4.3. The mixture produced from each type of plant shall not vary from the j o� b-mix by more than the tolerances and restrictions herein specified. The mixture when discharged from the plant shall have a moisture content not greater than one percent by weight of total mix when determined by TxDOT Test Method TEX-212-F. 5.4.4. The mixture produced from each type of plant shall be at a temperature between 250 and 325 degrees F. After a target mixing temperature has been established, the mixture when discharged from the mixer shall not vary from this temperature by more than 25 degrees F. 6. CONSTRUCTION METHODS 6.1. Construction Conditions. For mat thicknesses greater than 1.5 inches, the asphalt material may be placed with a laydown machine when the air temperature is 40 degrees F and 025424 Page 5 of 8 Rev.3-25-2015 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC rising but not when the air temperature is 50 degrees F and falling. In addition,mat thickness less than and including 1.5 inches shall not be placed when the temperature of the surface on which the mat is placed is below 50 degrees F. All subsurface utilities shall be inspected, tested, and accepted prior to paving. 6.2. Prime Coat. If a prime coat is required, it shall be applied and paid for as a separate item conforming to the requirements of City Standard Specification Section 025412 "Prime Coat", except the application temperature shall be as provided above. The tack coat or asphaltic concrete shall not be applied on a previously primed flexible base until the primed base has completely cured to the satisfaction of the Engineer. 6.3. Tack Coat. Before the asphalt mixture is laid,the surface upon which the tack coat is to be placed shall be thoroughly cleaned to the satisfaction of the Engineer. The surface shall be given a uniform application of tack coat using materials and rates herein specified and/or as shown on the plans. The tack coat shall be rolled with a pneumatic tire roller as necessary. Tack coat is required before any pavement course not placed immediately following the previous course placement. 6.4. Transporting Asphalt Concrete. The asphalt mixture shall be hauled to the job site in tight vehicles previously cleaned of all foreign matter. In cool weather or for long hauls, canvas covers and insulated truck beds may be necessary. The inside of the bed may be given a light coating of lime water or other suitable release agent necessary to prevent from adhering. Diesel oil is not allowed. 6.5. Placing. The asphalt mixture shall be spread on the approved prepared surface with a laydown machine or other approved equipment in such a manner that when properly compacted, the finished surface will be smooth and of uniform density, and meet the requirements of the typical cross section as shown on the plans. 6.5.1. Flush Structures. Adjacent to flush curbs, gutters, liners and structures, the surface shall be finished uniformly high so that when compacted, it will be slightly above the edge of the curb and flush structure. 6.5.2. Construction joints of successive courses of asphaltic material shall be offset at least six inches. Construction joints on surface courses shall coincide with lane lines, or as directed by the Engineer,but shall not be in the anticipated wheel path of the roadway. 6.6. Compacting. The asphalt mixture shall be compacted thoroughly and uniformly with the necessary rollers to obtain the required density and surface tolerances herein described and any requirements as shown on the plans. Regardless of the method of compaction control followed, all rolling shall be completed before the mixture temperature drops below 175 degrees F. 025424 Page 6 of 8 Rev.3-25-2015 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 6.7. In-Place Density. In-place density control is required for all mixtures except for thin, irregular level-up courses. Material should be compacted to between 96% and 92% of maximum theoretical density or between 4% and 8% air voids. Average density shall be greater than 92%and no individual determination shall be lower than 90%. Testing shall be in accordance with TxDOT Test Methods TEX-207-F and TEX-227-F. Pavement specimens,which shall be either cores or sections of the compacted mixture,will be tested as required to determine the percent air voids. Other methods, such as nuclear determination of in-place density,which correlate satisfactorily with actual project specimens may be used when approved by the Engineer. 6.8. Thickness. The total compacted average thickness of the combined HMAC courses shall not be less than the amount specified on the drawings. No more than 10% of the measured thickness(es)shall be more than 1/4 inch less than the plan thickness(es). If so,the quantity for pay shall be decreased as deemed appropriate by the Engineer. 6.9. Surface Smoothness Criteria and Tests. The pavement surface after compaction, shall be smooth and true to the established lines, grade and cross-section. The surface shall be tested by the City with the Mays Roughness Meter. The Mays Roughness Value for each 600-foot section shall not exceed ninety inches per mile per traffic lane. For each 600-foot section not meeting this criteria, the Engineer shall have the option of requiring that section to be reworked to meet the criteria,or paying an adjusted unit price for the surface course. The unit price adjustment shall be made on the following basis: Adjusted Unit Price= (Adjustment Factor) X Surface Course Unit Bid Price The adjustment factor shall be: For Residential Streets: Adjustment Factor= 1.999 - 0.0111 M For All Other Class Streets (Non Residential) Adjustment Factor= 1.287 - 0.0143 M Where M=Mays Roughness Value In no case shall the Contractor be paid more than the unit bid price. If the surface course is an inverted penetration (surface treatment) the Mays Roughness Value observed will be reduced by ten inches per mile,prior to applying the above criteria. Localized defects (obvious settlements, humps, ridges, etc.) shall be tested with a ten-foot straightedge placed parallel to the roadway centerline. The maximum deviation shall not 025424 Page 7 of 8 Rev.3-25-2015 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC exceed 1/8 inch in ten feet. Areas not meeting this criteria shall be corrected to the satisfaction of the Engineer. Pavement areas having surface irregularities, segregation, raveling or otherwise deemed unacceptable by the Engineer shall be removed and replaced by the Contractor in a manner approved by the Engineer, at no additional cost to the City. 6.10. Opening to Traffic. The pavement shall be opened to traffic when directed by the Engineer. The Contractor's attention is directed to the fact that all construction traffic allowed on pavement open to the public will be subject to the State laws governing traffic on highways. If the surface ravels, it will be the Contractor's responsibility to correct this condition at his expense. 7. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, hot mix asphaltic concrete pavement shall be measured by the square yard of the type and thickness of"Hot Mix Asphaltic Concrete" as shown on the drawings. The Contractor shall provide the Engineer with copies of the "pay ticket" identifying the truck and showing the gross empty weight of the truck with driver as it arrives at the plant and the gross loaded weight of the truck with driver as it leaves the plant. The measured amount will be the difference of the loaded and empty trucks converted to tons. Payment shall be full compensation for quarrying,furnishing all materials,freight involved; for all heating, mixing, hauling, cleaning the existing base course or pavement, tack coat, placing asphaltic concrete mixture, rolling and finishing; and for all manipulations, labor, tools, equipment, and incidentals necessary to complete the work except prime coat when required. Prime coat,performed where required,will be measured and paid for in accordance with the provisions governing City Standard Specification Section 025412 "Prime Coat". All templates, straightedges, scales, and other weight and measuring devices necessary for the proper construction, measuring and checking of the work shall be furnished, operated and maintained by the Contractor at his expense. Any paving placed prior to inspection,testing, and acceptance of underground utilities may be rejected by the City and will be replaced at the Contractor's expense after correcting any subsurface utility defects. Pavement that fails to meet the in place density criteria may be rejected by the City and will be replaced at the Contractor's expense,or such pavement may, at the City's discretion, be accepted by the City and the unit price for payment shall be reduced as deemed appropriate by the Engineer. 025424 Page 8 of 8 Rev.3-25-2015 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC SECTION 025608 INLETS 1. DESCRIPTION This specification shall govern for the construction of inlets complete in place and the materials used therein, including the installation, and the furnishing of frames, grates, rings and covers. 2. TYPES The various types of inlets are designated on the drawings by letters or by numbers indicating the particular design of each. Each type shall be constructed in accordance with the details shown on the drawings and to the depth required by the profiles and schedules given. 3. MATERIALS (1) Concrete. Concrete for curb inlets shall be Class "A" concrete conforming to the requirements of City Standard Specification Section 038000 "Concrete Structures", and City Standard Specification Section 030020 "Portland Cement Concrete", except as otherwise provided on the drawings. Concrete for grate inlets, drop inlets and post inlets shall be Class "C" concrete in accordance with City Standard Specification Section 030020 "Portland Cement Concrete". (2) Mortar. Mortar shall be composed of one part Portland cement and two parts clean, sharp mortar sand suitably graded for the purpose by conforming in other respects to the provisions of City Standard Specification Section 030020 'Portland Cement Concrete" for fine aggregate. Hydrated lime or lime putty may be added to the mix but in no case shall it exceed 10 percent by weight of the total dry mix. (3) Reinforcing Steel. Reinforcing Steel shall conform to the requirements of City Standard Specification Section 032020 "Reinforcing Steel". (4) Concrete Blocks. Concrete blocks, when shown on the drawings, shall conform to the requirements of ASTM C 139. (5) Frames, Grates, Rings and Covers. Frames, grates, rings and covers shall conform to the requirements of City Standard Specification Section 055420 "Frames, Grates, Rings and Covers". (6) Cast Iron. Cast iron for supports and inlet units shall conform to the shape and dimensions shown on the plans. The castings shall be clean and perfect, free from sand or blow holes or other defects. Cast iron castings shall conform to the requirements of"Gray Iron Castings" ASTM A 48, Class 30. 025608 Page 1 of 2 Rev.3-25-2015 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 4. CONSTRUCTION METHODS (1) General. All concrete work shall be performed in accordance with the requirements of City Standard Specification Section 038000 "Concrete Structures", unless otherwise specified. Forms will be required for all concrete walls, except where the nature of the surrounding material is such that it can be trimmed to a smooth vertical face. (2) Inlets for Precast Concrete Pipe Sewers. The construction of inlets for precast concrete pipe sewers shall be done as soon as is practicable after sewer lines into or through inlet locations are completed. All sewers shall be cut neatly at the inside face of the walls of inlet and pointed up with mortar. Subgrade under cast-in-place and precast inlets shall be compacted to not less than 95% Standard Proctor density. (3) Inverts. The inverts passing out or through the inlet shall be shaped and routed across the floor of inlet as shown on the plans. This shaping may be accomplished by adding and shaping mortar or concrete after the base is cast or by placing the required additional material with the base. (4) Finishing Complete Inlets. Inlets shall be completed in accordance with the drawings. Backfilling to finish grade elevation with native material, free of debris and compacted to over 95% Standard Proctor density. Backfilling shall be in accordance with the provisions of City Standard Specification Section 022020 "Excavation and Backfill for Utilities". 5. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, inlets shall be measured as individual units by each inlet, complete in place. Extension to inlets will be measured by each extension separately from the inlet. Excavation, backfill, frames, grates, rings and covers will be considered subsidiary to the construction of the inlets. Payments shall be full compensation for furnishing all concrete, reinforcing steel, mortar, castings, frames, grates, rings and covers, and for all other materials, labor, tools, equipment and incidentals required to perform the work prescribed above. 025608 Page 2 of 2 Rev.3-25-2015 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC SECTION 025610 CONCRETE CURB AND GUTTER 1. DESCRIPTION This specification shall consist of Portland cement concrete combined concrete curb and gutter or separate concrete curb with or without reinforcing steel as required, constructed on an approved subgrade or foundation material in accordance with these specifications, in conformity with the lines and grades established by the Engineer and details shown on the drawings. 2. MATERIALS Unless otherwise specified on the drawings, materials and proportions for concrete used in construction under this specification shall conform to the requirements as specified for Class "A" Concrete under City Standard Specification Section 030020 'Portland Cement Concrete". Reinforcing steel shall conform to the requirements as specified in City Standard Specification Section 032020 'Reinforcing Steel". Expansion joint filler shall be redwood material meeting the requirements specified in City Standard Specification Section 038000 "Concrete Structures". 3. CONSTRUCTION METHODS The foundation shall be excavated and shaped to line, grade and cross-section, and hand tamped and sprinkled. If dry, the subgrade or foundation material shall be sprinkled lightly with water and compacted to not less than 98% Standard Proctor density, or as required on the drawings. Flexible base shall be compacted to specified density and moisture immediately before concrete is deposited thereon. Outside forms shall be of wood or metal, of a section satisfactory to the Engineer, straight, free of warp, and of a depth equal to the depth of the curb and gutter. They shall be securely staked to line and grade, and maintained in a true position during the depositing of concrete. Inside forms for the curb shall be approved material, shall be of such design as to provide the curb required, and shall be rigidly attached to the outside forms. For reinforced concrete roadways, all jointing must be reflected through the curb, including redwood expansion joints and construction joints. Driveway gutter shall be placed integrally with the driveway as shown on the City Standard Details. The reinforcing steel shall be placed in position as shown on the typical details. Care shall be exercised to keep all reinforcing steel in its proper location. Concrete for curb and gutter shall be mixed in a manner satisfactory to the Engineer. The curb and gutter shall be placed in sections of the length indicated on the plans, and each section shall be separated by a premolded insert or board joint of cross-section specified for the curb and gutter, and of the thickness indicated on the drawings. 025610 Page 1 of 2 Rev.3-25-2015 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC After the concrete has been struck off and after it has become sufficiently set, the exposed surfaces shall be thoroughly worked with a wooden float. The exposed edges shall be rounded by the use of an edging tool to the radius indicated on the drawings. All exposed surfaces of curb and gutter, or curb, shall be brushed to a smooth and uniform surface. The completed curb and gutter shall be cured with Type 2, white pigmented curing compound unless shown otherwise on the drawings. Other methods of curing as outlined in City Standard Specification Section 038000 "Concrete Structures" will be acceptable with a required curing period of 72 hours. The area behind the curb shall be backfilled, tamped, and sloped as directed as soon as possible and no later than 48 hours after the removal of forms. Backfill shall be placed to the full height of the curb, or as otherwise specified. 4. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Fonn, concrete curb and gutter or concrete curb will be measured by the linear foot for each type of curb, complete in place. Payment shall be full compensation for preparing the subgrade; for furnishing and placing all materials including reinforcing steel and expansion joint material; for furnishing,placing, shaping and tamping backfill; and for all manipulation, labor, tools, equipment and incidentals necessary to complete the work. 025610 Page 2 of 2 Rev.3-25-2015 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC SECTION 025612 CONCRETE SIDEWALKS AND DRIVEWAYS 1. DESCRIPTION This specification shall consist of sidewalks and driveways, with or without reinforcing steel, composed of Portland cement concrete,constructed as herein specified on an approved subgrade,in conformity with the lines and grades established by the Engineer and the details shown on the drawings. 2. MATERIALS Materials and proportions used in construction under this item shall conform to the requirements as specified for Class"A"concrete under City Standard Specification Section 030020"Portland Cement Concrete". Reinforcing steel shall conform to the requirements as specified in City Standard Specification Section 032020 "Reinforcing Steel". Expansion joint filler shall be redwood meeting the requirements specified in City Standard Specification Section 038000"Concrete Structures". Cap seal shall be "Greenstreak" or approved equal. 3. CONSTRUCTION METHODS The subgrade shall be excavated, compacted and shaped to line, grade and cross-section and hand tamped and sprinkled with water. Subgrade under concrete sidewalks and driveways shall be compacted to not less than 95% Standard Proctor density. The subgrade shall be within 0-3% of optimum moisture content at the time the concrete is placed. Forms shall be of wood or metal, of a section satisfactory to the Engineer, straight, free from warp, and of a depth equal to the thickness of the finished work. They shall be securely staked to line and grade and maintained in a true position during the depositing of concrete. The reinforcing steel shall be placed in position as shown on the drawings. Care shall be exercised to keep all reinforcing steel in its proper location. Driveways shall incorporate the gutter in a unified concrete placement as shown in the City Standard Detail for driveways. Sidewalks shall be constructed in sections of the lengths shown on drawings. Unless otherwise provided by the drawings,no section shall be of a length less than 8 feet, and any section less than 8 feet shall be removed by the Contractor at his own expense. 025612 Page 1 of 2 Rev.3-25-2015 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC The different sections shall be separated by a premolded insert or board joint of the thickness shown on the drawings, placed vertically and at right angles to the longitudinal axis of the sidewalks. Where the sidewalk or driveways abut a curb or retaining wall, approved expansion joint material shall be placed along their entire length. Similar expansion joint material shall be placed around all obstructions protruding through sidewalks or driveways. Concrete shall be mixed in a manner satisfactory to the Engineer,placed in the forms to the depth specified and spaded and tamped until thoroughly compacted and mortar entirely covers the surface. The top surface shall be floated with a wooden float to a gritty texture. The outer edges and joints shall then be rounded with approved tools to the radii shown on drawings. 5-foot wide sidewalks shall be marked into separate sections, each 5 feet in length, by the use of approved j ointing tools. For other widths of sidewalk,joints to be spaced longitudinally to match the transverse width. When completed,the sidewalks and driveways shall be cured with Type 2,white pigmented curing compound. Other methods of curing as outlined in City Standard Specification Section 038000 "Concrete Structures" will be acceptable with a required curing period of 72 hours. 4. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form,concrete sidewalks and driveways shall be measured by the square foot of surface area of completed sidewalks, driveways, or sidewalks and driveways, as indicated on the drawings. Payment shall be full compensation for preparing and compacting the subgrade; for furnishing and placing all materials including concrete, reinforcing steel and expansion joint material; and for all manipulation, labor, tools, equipment and incidentals necessary to complete the work. 025612 Page 2 of 2 Rev.3-25-2015 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC SECTION 025614 CONCRETE CURB RAMPS 1. DESCRIPTION This specification shall govern all work necessary for constructing Concrete Curb Ramps required to complete the project. 2. MATERIALS Concrete shall be Class "A" in accordance with Section 030020"Portland Cement Concrete"of the City Standard Specifications. Reinforcement shall be 4x4 -W2.9xW2.9 welded wire fabric or#4 steel reinforcing bars spaced at 12 inches each way in accordance with Section 032020 "Reinforcing Steel" of the City Standard Specifications. 3. CONSTRUCTION METHODS The subgrade shall be shaped to line, grade and cross-section, and shall be of uniform density and moisture when concrete is placed. The subgrade shall be hand tamped and sprinkled with water to achieve the desired consistency and uniform support. Subgrade compaction shall not be less than 95% Standard Proctor density. Ramps shall be constructed of Class "A" concrete to line and section as shown on the plans. Unless shown otherwise on the drawings, ramps shall have a minimum concrete thickness in excess of 5 inches, prior to application of the detectable warning surfacing. Slopes, S, shall be as follows, unless shown otherwise on the drawings: RAMPS Ramp in direction of travel . . . . . S < 1:12 Side slope of ramp (flare) . . . . . S < 1:10 Cross slope . . . . . . . . . . . . . 1:100 < S < 1:50 ADJOINING AREAS Landings adjacent to ramp . . . . . . S < 1:20 Driveways abutting tied sidewalks . . S < 1:10 Width of ramp shall be 60 inches(minimum),exclusive of flare,unless specifically shown otherwise on the drawings. No ramp shall be less than 36 inches wide under any circumstances. Obstructions 025614 Page 1 of 2 Rev.3-25-2015 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC shall be removed or relocated, as appropriate, or the location of the ramp may be shifted, if authorized. Detectable warning surface shall be polymer composite material detectable warning panels as shown on the drawings. Surfacing shall be flush with abutting areas and placed using a template as required to achieve an esthetic well-defined edge. Surfacing shall be subsidiary work and will not be measured for separate pay. Pavement markings for street crossings shall be placed such that the crosswalk is properly aligned with respect to the curb ramp. See striping details for proper alignment of pavement markings with respect to intersection and curb ramp. Properly constructed curb ramp shall be true to line, section and grade, and shall be free of loose material and irregularities. 4. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form,concrete curb ramps shall be measured by the horizontal square foot of ramp surface area, including side flares when used. Adjoining curbs, gutters, sidewalks, and driveways will be excluded from said measurement. Payment shall include, but not be limited to, subgrade preparation, formwork, concrete, rebar, detectable warning surfaces, borders,molding and curing required to complete the curb ramp, and shall be full compensation for all labor, materials, equipment and incidentals required to complete the work. 025614 Page 2 of 2 Rev.3-25-2015 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC SECTION 025620 PORTLAND CEMENT CONCRETE PAVEMENT 1. DESCRIPTION This specification shall govern for the construction of Portland cement concrete pavement on a prepared subgrade or base course, in accordance with the typical sections shown on the drawings. The concrete shall be composed of Portland cement, aggregates (fine and coarse), admixtures if desired or required, and water,proportioned and mixed as hereinafter provided. All subsurface utilities must be inspected, tested, and accepted prior to any paving. 2. MATERIALS (1) Cement The cement shall be either Type I, Type II or Type III Portland cement conforining to ASTM Designation: C150, modified as follows: Unless otherwise specified by the Engineer, the specific surface area of Type I and 11 cements shall not exceed 2000 square centimeters per gram(Wagner Turbidimeter— TxDOT Test Method Tex-310-D). The Contractor shall furnish the Engineer with a statement as to the specific surface area of the cement, expressed in square centimeters per gram, for each shipment. For concrete pavements, strength requirements shall be demonstrated using flexural (beam) or compressive (cylinder)tests as required in the drawings. Either Type I or 11 cement shall be used unless Type 11 is specified on the plans. Except when Type 11 is specified on the plans, Type III cement may be used when the anticipated air temperature for the succeeding 12 hours will not exceed 60°F. Type III cement shall be used when high early strength concrete pavement is specified on the drawings. Different types of cement may be used in the same project, but all cement used in any one monolithic placement of concrete pavement shall be of the same type and brand. Only one brand of each type of cement will be permitted in any one project unless otherwise authorized by the Engineer. Cement may be delivered in bulk where adequate bin storage is provided. All other cement shall be delivered in bags marked plainly with the name of the manufacturer and the type of cement. Similar information shall be provided in the bills of lading accompanying each shipment of packaged or bulk cement. Bags shall contain 94 pounds net. All bags shall be in good condition at time of delivery. All cement shall be properly protected against dampness. No caked cement will be accepted. 025620 Page 1 of 5 Rev.3-25-2015 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Cement remaining in storage for a prolonged period of time may be retested and rejected if it fails to conform to any of the requirements of these specifications. (2) Mixing Water Water for use in concrete and for curing shall be in accordance with City Standard Specification Section 030020 "Portland Cement Concrete". (3) Coarse Aggregate_ Coarse aggregate for use in concrete mixture shall be in accordance with City Standard Specification Section 030020 "Portland Cement Concrete", Grade No. 2. (4) Fine Aggregate Fine aggregate for use in concrete mixture shall be in accordance with City Standard Specification Section 030020 "Portland Cement Concrete", Grade No. 1. (5) Mineral Filler Mineral filler shall consist of stone dust, clean crushed sand, or other approved inert material. (6) Mortar(Grout) Mortar for repair of concrete pavements shall consist of 1 part cement, 2 parts finely graded sand, and enough water to make the mixture plastic. When required to prevent color difference, white cement shall be added to produce the color required. When required by the Engineer, latex adhesive shall be added to the mortar. (7) Admixtures Calcium chloride will not be permitted. Unless otherwise noted, air-entraining, retarding and water-reducing admixtures may be used in all concrete and shall conform to the requirements of City Standard Specification Section 030020 "Portland Cement Concrete". (8) Reinforcing Unless otherwise designated on the plans, all steel reinforcement shall be deformed bars, and shall conform to ASTM Designation: A615, Grade 60, and shall be open hearth, basic oxygen or electric furnace new billet steel in accordance with City Standard Specification Section 032020 "Reinforcing Steel". Dowels shall be plain billet steel smooth bars conforming to ASTM Designation: A615, Grade 60, and shall have hot-dip galvanized finish. 3. STORAGE OF MATERIALS All cement and aggregate shall be stored and handled in accordance with City Standard Specification Section 030020 "Portland Cement Concrete". 025620 Page 2 of 5 Rev.3-25-2015 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 4. MEASUREMENT OF MATERIALS Measurement of the materials, except water, used in batches of concrete, shall be in accordance with City Standard Specification Section 030020 "Portland Cement Concrete". 5. CLASSIFICATION AND MIX DESIGN It shall be the responsibility of the Contractor to furnish the mix design to comply with the requirements herein and in accordance with THD Bulletin C-11. The Contractor shall perform, at his own expense, the work required to substantiate the design, except the testing of strength specimens, which will be done by the Engineer. Complete concrete design data shall be submitted to the Engineer for approval. It shall also be the responsibility of the Contractor to determine and measure the batch quantity of each ingredient, including all water, so that the mix conforms to these specifications and any other requirements shown on the plans. In lieu of the above mix design responsibility, the Contractor may accept a design furnished by the Engineer; however, this will not relieve the Contractor of providing concrete meeting the requirements of these specifications. Trial batches will be made and tested using all of the proposed ingredients prior to placing the concrete, and when the aggregate and/or brand of cement or admixture is changed. Trial batches shall be made in the mixer to be used on the job. When transit mix concrete is to be used, the trial designs will be made in a transit mixer representative of the mixers to be used. Batch size shall not be less than 50 percent of the rated mixing capacity of the truck. Mix designs from previous or concurrent jobs may be used without trial batches if it is shown that no substantial change in any of the proposed ingredients has been made. This specification section incorporates the requirements of City Standard Specification Section 030020 "Portland Cement Concrete". 6. CONSISTENCY In cases where the consistency requirements cannot be satisfied without exceeding the maximum allowable amount of water, the Contractor may use, or the Engineer may require, an approved water-reducing or retarding agent, or the Contractor shall furnish additional aggregates or aggregates with different characteristics, which will produce the required results. Additional cement may be required or permitted as a temporary measure until aggregates are changed and designs checked with the different aggregates or admixture. The consistency of the concrete as placed should allow the completion of all finishing operations without the addition of water to the surface. When field conditions are such that additional moisture is needed for the final concrete surface finishing operation, the required water shall be applied to the surface by fog spray only, and shall be held to a minimum. The concrete shall be 025620 Page 3of5 Rev.3-25-2015 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC workable, cohesive, possess satisfactory finishing qualities, and of the stiffest consistency that can be placed and vibrated into a homogenous mass. Excessive bleeding shall be avoided. Slump requirements shall be as specified in Table 1. TABLE 1 Slump Requirements Construction Method Desired Slump Minimum Slump Maximum Slump Concrete Pavement(slipformed) 1.5 inches 1 inch 3 inches Concrete Pavement(formed) 4 inches 2.5 inches 6.5 inches NOTE: No concrete will be permitted with slump in excess of the maximum shown. 7. QUALITY OF CONCRETE The concrete shall be uniform and workable. The cement content, maximum allowable water- cement ratio, desired slump, minimum slump, maximum slump, and the strength requirements of the class of concrete for concrete pavement shall conform to the requirements of Table 1 and Table 2 and as required herein. During the process of the work, the Engineer will cast test beams or cylinders as a check on the flexural or compressive strength of the concrete actually placed. Testing shall be in accordance with City Standard Specification Section 030020 "Portland Cement Concrete". If the required flexural or compressive strength is not secured with the cement specified in Table 2, changes in the batch design will be made. The concrete shall meet either the minimum flexural (beam) strength (7-day or 28-day) or minimum compressive strength(7-day or 28-day) shown in Table 2. TABLE 2 Class of Concrete for Concrete Pavement Class Minimum Minimum Maximum of Flexural(Beam) Compressive Water-Cement Coarse Concrete Stren h Stren h Ratio A ue�Tate P* 450 psi(7 days) 3200 psi(7 days) 5.6 gal./sack No.2(1%') 570 psi(28 days) 4000 psi(28 days) 0.50 * 5% entrained air 8. MIXING CONDITIONS The concrete shall be mixed in quantities required for immediate use. Any concrete which is not in place within the limits outlined in City Standard Specification Section 038000 "Concrete Structures", Article "Placing Concrete-General", shall not be used. Re-tamping of concrete will not be permitted. 025620 Page 4 of 5 Rev.3-25-2015 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Mixing conditions shall conform to the requirements of City Standard Specification Section 030020 "Portland Cement Concrete". 9. MIXING AND MIXING EQUIPMENT Mixing and mixing equipment shall conform to the requirements of City Standard Specification Section 030020 "Portland Cement Concrete". 10. READY-MIX PLANTS The requirements for ready-mix plants shall be as specified in City Standard Specification Section 030020 "Portland Cement Concrete". 11. PLACING, CURING AND FINISHING All subsurface utilities must be inspected, tested, and accepted prior to any paving. Subgrade preparation shall be as specified on the plans. The placing of concrete, including construction of forms and falsework, curing and finishing shall be in accordance with City Standard Specification Section 038000 "Concrete Structures". For membrane curing, curing material shall conform to Type 2, Class A curing compound, or as otherwise shown on the drawings. 12. JOINTS IN CONCRETE PAVEMENT The placing of joints in concrete pavement shall be in accordance with City Standard Specification Section 038000 "Concrete Structures" and as detailed on the drawings. 13. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, the quantities of concrete for concrete pavement(s), which will constitute the completed and accepted pavement(s) in-place, will be measured by the square yard or square foot for the indicated thickness and type of cement. Payment shall be full compensation for furnishing, hauling, mixing, placing, curing and finishing all concrete; all grouting and pointing; furnishing and placing reinforcing steel and steel dowels as shown on the plans; furnishing and placing drains; furnishing and placing metal flashing strips; furnishing and placing expansion joint material, joint filler and sealants, and contraction (control) joints required by this specification or shown on the plans; and for all forms and falsework, labor, tools, equipment and incidentals necessary to complete the work. Any paving placed prior to inspection, testing, and acceptance of underground utilities may be rejected by the City and will be replaced at the Contractor's expense after correcting any subsurface utility defects. 025620 Page 5of5 Rev.3-25-2015 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC SECTION 025802 TEMPORARY TRAFFIC CONTROLS DURING CONSTRUCTION 1. DESCRIPTION This specification shall govern all work required for Temporary Traffic Controls during construction. The work shall include furnishing, installing, moving, replacing, and maintaining all temporary traffic controls including, but not limited to, barricades, signs, barriers, cones, lights, signals, temporary detours, temporary striping and markers, flagger, temporary drainage pipes and structures, blue business signs, and such temporary devices as necessary to safely complete the proj ect. 2. MATERIALS Traffic control devices shall conform to the latest edition of the "Texas Manual on Uniform Traffic Control Devices",unless indicated otherwise on the Traffic Control Plan. 3. METHODS Sufficient traffic control measures shall be used to assure a safe condition and to provide a minimum of inconvenience to motorists and pedestrians. If the Traffic Control Plan (TCP) is included in the drawings, any changes to the TCP by the Contractor shall be prepared by a Texas licensed professional engineer and submitted to the City Traffic Engineer for approval, prior to construction. If the TCP is not included in the drawings, the Contractor shall provide the TCP prepared by a Texas licensed professional engineer and submit the TCP to the City Traffic Engineer for approval, prior to construction. The Contractor is responsible for implementing and maintaining the traffic control plan and will be responsible for furnishing all traffic control devices, temporary signage and ATSSA certified flaggers. The construction methods shall be conducted to provide the least possible interference to traffic so as to permit the continuous movement of traffic in all allowable directions at all times. The Contractor shall cleanup and remove from the work area all loose material resulting from construction operations at the end of each workday. All signs, barricades, and pavement markings shall conform to the BC standard sheets, TCP sheets and the latest version of the "Texas Manual on Uniform Traffic Control Devices". The Contractor may be required to furnish additional barricades, signs, and warning lights to maintain traffic and promote motorists safety. Any such additional signs and barricades will be considered subsidiary to the pay item for traffic control. All signs, barricades, and posts will be either new or freshly painted. The contractor and any traffic control subcontractor must be ATSSA certified for Traffic Control. 025802 Page 1 of 3 Rev.10-30-2014 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC A competent person, responsible for implementation of the TCP and for traffic safety, shall be designated by the Contractor. The name and off-hours phone number of the competent person shall be provided in writing at the Pre-Construction Conference. The competent person shall be on site, during working hours and on call at all times in the event of off-hour emergency. The contractor must provide temporary blue sign boards that direct traffic to businesses and driveways during each phase of construction— see example below. The sign boards may be either skid mounted or barrel mounted. The City will assist the contractor in determining which businesses and driveways will receive signage during various construction phases. The provision, installation, and removal of signage will be considered to be subsidiary to the contract items provided for "Traffic Control." Example Blue Sign „ 0A, NOD"` AR,IN GARDIN 4. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, temporary traffic controls during construction shall be measured as a lump sum. Payment shall include, but not be limited to, furnishing, installing, moving, replacing and maintaining all temporary traffic controls including, but not limited to, barricades, signs, barriers, cones, lights, signals, temporary striping and markers, flaggers, removable and non-removable work zone pavements markings and signage, channelizing devices, temporary detours, temporary flexible-reflective roadway marker tabs, temporary traffic markers, temporary drainage pipes and structures, blue business signs, and such temporary devices and relocation of existing signs and devices. Payment shall be full compensation for all labor, 025802 Page 2 of 3 Rev.10-30-2014 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC equipment, materials, personnel, and incidentals necessary to provide a safe condition during construction of all phases and elements of the project and to complete the work. Payment will be made on the following basis: The initial monthly estimate will include 50% of the lump sum bid amount minus retention (typically 5%). The balance will be paid with the final estimate,upon completion of the project. 025802 Page 3of3 Rev.10-30-2014 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC SECTION 025803 TRAFFIC SIGNAL ADJUSTMENTS 1. DESCRIPTION This specification shall govern all work for Traffic Signal Adjustments required to complete the proj ect. 2. MATERIALS All equipment and materials for adjustments shall be provided by the Contractor, unless indicated otherwise on the drawings. 3. METHODS The existing signal controls shall be maintained by the Contractor. Transferring control of the adjusted signal control shall be done by the Contractor. A minimum of 72 hours advance notice shall be provided to the City Traffic Engineer by the Contractor, prior to transferring control of the adjusted signal control or any other interim signal adjustments necessary to control traffic,unless otherwise noted on the drawings. Manual traffic direction by the City Police Department shall be arranged and provided for by the Contractor at any signalized intersection at any time that signal control must be interrupted. The Contractor shall arrange for a representative from the City's Traffic Signals Division to be on site to inspect the process of signal control transfer, during the work. 4. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, traffic signal adjustments will not be measured for pay, but shall be considered subsidiary to other work. 025803 Page 1 of 1 Rev.10-30-2014 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC SECTION 025805 WORK ZONE PAVEMENT MARKINGS 1. SCOPE. This specification covers the placement, maintenance and removal of work zone pavement markings, which are temporary pavement markings to be placed on roadways that are open to traffic during various work phases, as required to complete the project. 2. GENERAL REQUIREMENTS. The pavement marking material shall consist of an adhesive-backed reflective tape that can be applied to the pavement, Markings are to be 3M Staymark or approved equal. Markings shall be of good appearance, have straight, unbroken edges and have a color that complies with all FHWA regulations. 3. DIMENSIONS. Pavement markings shall be minimum of 3-7/8 inches wide. Lengths and spacing will be as specified. 4. COLOR. The markings, as well as retroreflected light from the markings, shall be white or yellow as called for on the drawings. 5. VISIBILITY. When in place, the pavement markings (during daylight hours) shall be distinctively visible for a minimum of 300 feet. When in place, the pavement markings (when illuminated by automobile low-beam headlights at night) shall be distinctively visible for a minimum of 160 feet. The above day and night visibility requirements shall be met when viewed from an automobile traveling on the roadway. 6. PLACEMENTS AND MAINTENANCE. At sunrise and sunset of each day and before each phase change, work zone pavement markings meeting all specification requirements shall be in place on all roadways on which traffic is allowed and where suitable permanent pavement markings are not in place. The transverse location of the line(s) formed by the markings shall be as determined by the Engineer. Unless otherwise shown on the drawings,work zone markings shall be placed as follows: Condition Spacing Length of Stripe Straight 80 feet(approximate) 24 inches Curve<2 80 feet(maximum) 24 inches Curve>2� 40 feet(maximum) 24 inches The spacing of stripes may be modified by the Engineer. However, the maximum spacing specified above shall not be exceeded in any case. 025805 Page 1 of 2 Rev.10-30-2014 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC The Contractor will be responsible for maintaining the work zone pavement markings for a maximum period of two weeks. If, however, the Contractor is also responsible for placing the standard pavement markings, the Contractor will be responsible for maintaining the work zone pavement markings until permanent pavement markings are in place. 7. REMOVAL. Where removal is required, it will be accomplished in accordance with instructions of the Engineer or as called for on the drawings. 8. MEASUREMENT AND PAYMENT. Unless otherwise specified on the Bid Form, work zone pavement markings shall not be measured and paid for separately, but shall be considered subsidiary to the appropriate bid item. 025805 Page 2 of 2 Rev.10-30-2014 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC SECTION 025807 PAVEMENT MARKINGS (PAINT AND THERMOPLASTIC) 1. DESCRIPTION This item shall consist of markings and stripes on the surface of the roadways or parking facilities applied in accordance with this specification and at the locations shown on the drawings or as directed by the Engineer. 2. MATERIALS Type I Pavement Marking Materials shall be in accordance with TxDOT Departmental Material Specification DMS-8220 "Hot Applied Thermoplastic". All roadway markings shall be thermoplastic. Type II Pavement Marking Materials shall be in accordance with TxDOT Departmental Material Specification DMS-8200 "Traffic Paint" and are not to be used for roadway markings except as primer/sealer for Type I markings. Type II Pavement Markings shall be allowed for parking facilities if called for in the plans. Glass Traffic Beads shall be drop-on glass beads conforming to TxDOT Departmental Material Specification DMS-8290 "Glass Traffic Beads". 3. CONSTRUCTION METHODS 3.1 Weather Limitations - Pavement marking shall be performed only when the existing surface is dry and clean, when the atmospheric temperature is above 40°F., and when the weather is not excessively windy, dusty, or foggy. The suitability of the weather will be determined by the Engineer. 3.2 Equipment - All equipment for the work shall be approved by the Engineer and shall include the apparatus necessary to properly clean the existing surface, and mechanical marking machine, and such auxiliary hand painting equipment as may be necessary to satisfactorily complete the job. The mechanical marker shall be an approved atomizing spray-type marking machine suitable for application of pavement markings. It shall produce an even and uniform film thickness at the required coverage and shall be designed so as to apply markings of uniform cross-sections and clear-out edges without running of 025807 Page 1 of 3 Rev.10-30-2014 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC spattering and within the limits for straightness set forth herein. Suitable adjustments shall be provided on the sprayer(s) of a single machine or by furnishing additional equipment for marking the width required. 3.3 Preparation of Existing Surface - Immediately before application of the paint or thermoplastic, the existing surface shall be dry and entirely free from old pavement markings and markers, dirt, grease, oil, acids, laitance, or other foreign matter which could reduce the bond between the marking and the pavement. The surface shall be thoroughly cleaned by sweeping and blowing as required to remove all dirt, laitance and loose materials. Areas that cannot be satisfactorily cleaned by brooming and blowing shall be scrubbed as directed with a water solution of trisodium phosphate (10% Na3PO4 by weight) or an approved equal solution. After scrubbing, the solution shall be rinsed off and the surface dried prior to marking. 3.4 Layouts and Alignments - Suitable layouts and lines of proposed stripes shall be spotted in advance of the marking application. Control points shall be spaced at such intervals as will insure accurate location of all markings. The Contractor shall provide an experienced technician to supervise the location, alignment, layout, dimensions, and application of the markings. At least 72 hours prior to applying the permanent pavement markings, the Contractor shall notify the Engineer and City Construction Inspector to obtain City approval for the location, alignment and layout of the pavement markings. 3.5 Application - Markings shall be applied at the locations and to the dimensions and spacing indicated on the plans or as specified. Markings shall not be applied until the layouts, indicated alignment, and the condition of the existing surface have been approved by the Engineer. In the application of straight stripes, any deviation of the edges exceeding 1/2 inch in 50 feet shall be obliterated and the marking corrected. The width of the markings shall be as designated within a tolerance of 5%. All markings shall be performed to the satisfaction of the Engineer. Paint shall be applied uniformly by suitable equipment at a rate of not less than 105 or more than 115 square feet per gallon. The Contractor shall furnish a certified report on the quality of materials ordered for the work. This report shall not be interpreted as a basis for final acceptance. The Engineer shall be notified upon arrival of shipment for inspecting and sampling of 025807 Page 2 of 3 Rev.10-30-2014 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC the materials. When required, all emptied containers shall be returned to the paint material storage or made available for tallying by the Engineer. The containers shall not be removed from the job site or destroyed without permission. The Contractor shall make an accurate accounting of the paint materials used in the accepted work. 3.6 Protection - After application, all markings shall be protected while drying. The fresh markings shall be protected from damage of any kind. The Contractor shall be directly responsible for protecting the markings and shall erect or place suitable warning signs, flags or barricades, protective screens or coverings as required. All surfaces shall be protected from disfiguration by spatter, splashes, spillage, drippings of paint or other materials. 3.7 Defective Workmanship or Material - When any material not conforming to the requirements of the specifications or drawings has been delivered to the project or incorporated in the work, or any work performed is of inferior quality, such material or work shall be corrected as directed by the Engineer, at the expense of the Contractor. 4. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, pavement markings shall be measured by the square foot or linear foot of each type of marking. Eliminating existing pavement markings and markers will not be measured and paid for separately, but shall be subsidiary to the pavement marling items. Payment shall be full compensation for furnishing all materials and for eliminating existing pavement markings and markers, for all preparation, layout and application of the materials, and for all labor, equipment,tools and incidentals necessary to complete the work. 025807 Page 3 of 3 Rev.10-30-2014 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC SECTION 025813 PREFORMED THERMOPLASTIC STRIPING, WORDS AND EMBLEMS 1. DESCRIPTION This specification shall govern all work for furnishing and installing preformed thermoplastic striping, words and emblems required to complete the project. 2. PRE-CONSTRUCTION CONFERENCE When required by the Engineer, prior to beginning work on the markings but after receipt by the Engineer of the required information, a conference will be held between the representatives of the Contractor and the Engineer to set up more completely the sequence of work to be followed and the estimated progress schedule. 3. MATERIALS The preformed pavement marking material shall be thermoplastic material meeting the specifications of TxDOT Departmental Material Specification DMS-8220"Hot Applied Thermoplastic,"and shall be approved by the Engineer for use on this project. 4. CONSTRUCTION (1) General. The Contractor shall furnish all materials and equipment and perform work or services necessary for complete and proper construction of the completed system of pavement markings. (2) Traffic Conditions. Roadways on which markings are to be placed may be either free of traffic or open to traffic. On roadways already open to traffic,markings shall be placed under existing traffic conditions. (3) Dimensions. Markings will be in accordance with the color, length, width, shape, configuration and location requirements of the plans and as directed by the Engineer. (4) Methods. All material placement shall be in accordance with TxDOT Standard Specification Item 668"Prefabricated Pavement Markings"and City Section 025807"Pavement Markings (Paint and Thermoplastic)." (5) Surface Preparation. The pavement upon which the markings are to be placed shall be cleaned and prepared,to the satisfaction of the Engineer,prior to placement of the markings. Cleaning shall be by any effective method, approved by the Engineer that completely and effectively removes contaminants, loose materials, and conditions deleterious to proper adhesion. Surfaces shall be further prepared after cleaning by sealing or priming, as recommended by the manufacturer of the pavement marking material. 025813 Page 1 of 3 Rev.3-25-2015 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC (6) Moisture. Pavement to which the material is to be applied shall be completely dry. When questionable, pavements will be considered dry if, on a sunny day after observation for 15 minutes, no condensation occurs on the underside of a one (1) square foot piece of clear plastic that has been placed on the pavement and weighted down on the edges. (7) Temperature. Pavement and ambient air temperature requirements recommended by the material manufacturer shall be observed. If no temperature requirements are established by the materials manufacturer,material will not be placed if the pavement temperature is below 60 degrees F or if it is above 120 degrees F. (8) Clean-Up. At all times,the project site shall be kept free of all unnecessary traffic hazards. Upon completion of the work, the Contractor shall remove all rubbish from the work site, and shall clean and restore the area to a manner acceptable to the Engineer. Also,all damage done by the Contractor during the prosecution of the work must be repaired. Before acceptance, the work site must be neat and in a presentable condition throughout. No extra compensation will be allowed for fulfilling these clean-up requirements. 5. PERFORMANCE (1) Adhesion. Installed pavement markings shall adhere to the pavement sufficiently to prevent lifting, shifting, smearing, spreading, flowing or tearing by traffic. (2) Appearance. In addition to complying with all requirements listed herein, pavement markings shall present a neat,uniform appearance,and shall be free of unsightly conditions. Markings shall be free of ragged edges,misshapen lines or contours,and splices in transverse markings. (3) Visibility. The pavement marking material,in place on the roadway,shall have uniform and distinctive retro-reflectance when observed in accordance with TxDOT Test Method Tex- 828-B. (4) Observation Period. All material, workmanship and labor furnished shall be covered by manufacturer's guarantee and/or warranty for a period of 12 months commencing on the final delivery date of the materials. Pavement markings that fail to meet all requirements of this specification shall be removed and replaced at the expense of the Contractor within 30 working days following notification by the Engineer of such failure. All replacement pavement markings shall also meet all requirements of this specification for the same warranty period after installation. 025813 Page 2 of 3 Rev.3-25-2015 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 6. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, preformed striping, words and emblems shall be measured by each type and color indicated on the Bid Form including preformed arrows and words or other symbols as indicated in the Bid Form. Payment shall be full compensation for cleaning the pavement by any suitable means other than blast cleaning,for furnishing and placing all materials, and for all labor,tools,equipment and incidentals necessary to complete the work. 025813 Page 3 of 3 Rev.3-25-2015 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC SECTION 025816 RAISED PAVEMENT MARKERS 1. DESCRIPTION This specification shall govern all work required for furnishing and installing Raised Pavement Markers required to complete the project. 2. MATERIALS RAISED PAVEMENT MARKERS shall conform to Reference Specification Section 025818 "Pavement Markers (Reflectorized)" (TxDOT Departmental Material Specification 4200). Unless indicated otherwise on the drawings, raised pavement markers and traffic buttons shall be of the type to be applied to the roadway surface with a non-integral adhesive. Types of raised pavement markers shall be as follows: TYPE DESCRIPTION I-A One face shall reflect amber light and the body other than the reflective face shall be yellow. I-C One face shall reflect white light and the body other than the reflective face shall be white, silver or light gray. I-R One face shall reflect red light and the body other than the reflective face shall be white, silver or light gray, or may be one-half red on the side that reflects red light. II-A-A Shall contain two reflective faces, each of which shall reflect amber light and the body other than the reflective faces shall be yellow. II-B-B Shall contain two reflective faces, each of which shall reflect blue light and the body other than the reflective faces shall be blue. (Fire Hydrant Application.) II-C-C Shall contain two reflective faces, each of which shall reflect white light and the body other than the reflective faces shall be white, silver or light gray. 025816 Page 1 of 2 Rev.10-30-2014 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC II-C-R Shall contain two reflective faces, one of which shall reflect white light and the other face shall reflect red light, and the body other than the reflective faces shall be white, silver or light gray, or may be one- half red on the side that reflects red light. ADHESIVE for securing raised pavement markers to asphalt or concrete surfaces shall conform to Reference Specification Section 025828 `Bituminous Adhesive for Pavement Markers" (TxDOT Departmental Materials Specification 6130). 3. METHODS PAVEMENT SURFACE to receive raised pavement markers shall be prepared such that the surface is free of loose material, grease, moisture, and other foreign material that could impair the bond with the adhesive. ALIGNMENT AND POSITIONING of raised pavement markers shall be such that the reflective faces are aligned for proper visibility. ADHESIVE shall be applied such that 100% of the lower surface of the marker is in contact with the adhesive and in sufficient quantity to serve as a cushion between the marker and the paved surface. Any surplus adhesive shall be removed so that the visibility of the marker is not impaired. 4. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, raised pavement markers shall be measured as individual units for each type installed, if included as a bid item in the Bid Form. Payment shall include,but not be limited to, furnishing and installing markers complete with adhesive, and shall be full compensation for all labor, materials, tools, equipment and incidentals required to complete the work. 025816 Page 2 of 2 Rev.10-30-2014 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC SECTION 026201 WATERLINE RISER ASSEMBLIES 1. DESCRIPTION This specification shall govern all work and materials required for proper installation of riser assemblies for waterline testing. 2. MATERIALS Riser assemblies for 4" diameter and larger waterlines shall consist of(in order): M. J. Plug or Cap, drilled and tapped(2") 2" x 6" Galvanized Nipple 2" Galvanized 90°Bend 2" x 3' Galvanized Nipple 2" Straight Coupling 2" x 3' Galvanized Nipple 2" Brass Gate Valve 3. CONSTRUCTION METHODS The Contractor shall install riser assemblies on each end of waterlines to be tested. Note that this includes all 2" service connections. The assembly shall be wrapped in polyethylene, and concrete thrust blocking shall be applied at the base. After the line is tested and ready for connection to the existing water system, the Contractor shall remove the riser assembly. The riser assemblies shall remain the property of the Contractor. 4. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, waterline riser assemblies shall not be measured for payment. Payment for materials and labor shall be considered subsidiary to the payment for the waterline pipe. 026201 Page 1 of 1 Rev.10-30-2014 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC SECTION 026202 HYDROSTATIC TESTING OF PRESSURE SYSTEMS 1. DESCRIPTION This specification shall govern all work necessary for hydrostatic testing the completed pressure system. The Contractor shall provide all tools, equipment, materials, labor, etc., as necessary, except as noted, and accomplish all testing under this specification. 2. MATERIALS Water for filling the line and making tests will be furnished by the Contractor through a standard meter connection. A meter and gauges for testing shall be supplied by the Contractor. A test pump with appropriate connector points as approved by the Water Superintendent for the installation of meter and gauge shall be furnished by the Contractor. The meter shall be directly connected to the main or pipe being tested by the use of copper tubing or an approved reinforced hose. The meter shall be protected against extreme pressures by the use of a one-inch (I") safety relief valve set at the test pressure plus ten pounds per square inch(psi) and furnished by the Contractor. 3. TEST PROCEDURE Tests shall be made only after completion of backfill as specified, and not until at least thirty-six (36)hours after the last concrete thrust block has been cast. Contractor shall coordinate hydrostatic testing with the proposed construction sequencing and phasing. Each section of pipeline shall be slowly filled with water and the specified test pressure, measured at the point of lowest elevation, shall be applied. During the filling of the pipe and before applying the specified test pressure, all air shall be expelled from the pipeline. During the test, all exposed pipe, fittings, valves, hydrants and joints shall be carefully examined. If found to be leaking, they shall be corrected immediately by the Contractor. If the leaking is due to cracked or defective material, the defective material shall be removed and replaced by the Contractor with sound material. All pipes shall be subjected to two hydrostatic tests. The first hydrostatic test shall be a two-hour test at a pressure of 150 psi. The second test shall be no less than 48 hours after successful completion of the first hydrostatic test. The second hydrostatic test shall be for a 24-hour period at City operating pressure for waterlines or at 50 psi for wastewater force mains and effluent lines. 026202 Page 1 of 2 Rev.10-30-2014 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC The maximum allowable leakage shall be as follows: Ductile Iron Pipe, AWWA C600 L= SD (P) ' or L=ND P �2 133,200 7,400 Asbestos - Cement Pipe,AWWA C603 L=ND P V 4,000 PVC Pipe -Uni-bell equation 99 L=ND P '�2 7,400 WHERE: L=Maximum Allowable Leakage (gallons/hour) S =Length of Pipe Tested(feet) N=Number of Joints in Tested Line (pipe and fittings) D =Nominal Diameter of Pipe (inches) P=Average Test Pressure (psi) If the pressure system fails to meet the leakage requirements, the Contractor shall make the required repairs to the system and the system shall be retested. This procedure shall be repeated until the system complies with leakage requirements. The cost of each retest shall be$100. 4. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, hydrostatic testing of pressure systems will not be measured for pay,but shall be subsidiary to the installation of the pressure system component. 026202 Page 2 of 2 Rev.10-30-2014 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC SECTION 026206 DUCTILE IRON PIPE AND FITTINGS 1. DESCRIPTION This specification shall govern all work necessary for furnishing all ductile iron pipe and fittings required to complete the project. 2. GENERAL All ductile iron pipe shall conform to AWWA C151. The interior of pipe and fittings (excluding fittings for wastewater force mains) shall have a shop-applied cement-mortar lining(40 mils thick) in accordance with AWWA C 104. The exterior of pipe and fittings shall have a coating of coal tar enamel of approximately 1 mil thick or as specified in AWWA C105. Ductile iron pipe shall be wrapped in two plys of 8-mil polyethylene in accordance with Section 026402 "Waterlines" of the City Standard Specifications. 3. FITTINGS All fittings shall be ductile iron and in accordance with AWWA C153. Fittings shall have a pressure rating of 250 psi for sizes through 12" and 150 psi for 14" and larger sizes,unless shown differently on the drawings. Unless noted otherwise on the drawings, Mechanical Joints shall be used. 4. JOINTS Joints for pipe shall be mechanical type or push-on type such as "Tyton Joint", or approved equal; joints for fittings shall be mechanical joints, unless shown otherwise on the drawings. Mechanical joints shall conform to AWWA C153. Mechanical joints shall be furnished complete with joint material, Cor-ten nuts, Cor-ten bolts, glands and gaskets. When restrained joints are indicated on the drawings, restrained joints for pipe and fittings of 12" diameter and less shall be mechanical joint with retainer gland Series 1100 by EBAA Iron or approved equal,with a minimum of 250 psi rated working pressure. Restrained joints for pipe and fittings over 12" in diameter shall be push on type with a retainer ring as LOK-RING or FLEX- RING by American Ductile Iron Pipe, or TR FLEX by U.S. Pipe, or approved equal. Gaskets shall be of synthetic rubber. An analysis of the material used in each size gasket showing the type of synthetic rubber and that no natural rubber is present shall be supplied. 026206 Page 1 of 3 Rev.10-30-2014 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 5. PIPE Pressure class ductile iron pipe requirements: Pressure Wall Range of Maximum Diameter Class Thickness Allowable Depth Cover (inches) (psi) (inches) (feet) - (feet) A - B* 4# 350 0.25 60+ 6 350 0.25 30 - 65 8 350 0.25 20 - 50 10# 350 0.26 15 - 45 12 350 0.28 15 - 44 14# 300 0.30 13 - 42 16 300 0.32 13 - 39 18 300 0.34 13 - 36 20 300 0.36 13 - 35 24 250 0.37 11 - 29 24+ x x x * Range of maximum allowable depth of pipe where: A = Ground water, or unstable bottom, or quick condition. B = Ideal trench conditions, and sand encasement is at an average density in excess of 90% Standard Proctor density. # Pipe sizes not typically specified on City projects,but shown for reference. x Requires special evaluation. The face of bells shall be plainly marked by color coding for classes so as to be readily identified in the field. 6. CERTIFICATIONS A certification shall accompany each order of pipe and fittings furnished to job site. Certification shall include the following items: indicate that pipe complies with Part 3 of this specification; indicate that fittings and joints comply with Part 4 of this specification(it should be noted that the supplier shall furnish sufficient technical material for the Engineer to determine whether or not push- on joints can comply with the "or equal" clause); and a copy of a laboratory analysis of the material used in each size gasket showing the type of synthetic rubber and that no natural rubber is present. 026206 Page 2 of 3 Rev.10-30-2014 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 7. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, ductile iron pipe shall be measured by the linear foot along the centerline for each size of pipe installed. Measurement of pipe shall be up to, but not include, the fittings. Ductile iron fittings shall be measured per each by the type and size, as indicated in the Bid Form. Payment shall include all labor, materials, tools and equipment for the completed installation and testing of the waterline,together with all incidentals necessary to install the pipe and fittings complete in place. 026206 Page 3 of 3 Rev.10-30-2014 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC SECTION 026210 POLYVINYL CHLORIDE PIPE (AWWA C900 and C905 Pressure Pipe for Municipal Water Mains and Wastewater Force Mains) 1. DESCRIPTION This specification shall govern all work necessary for furnishing all PVC pipe (AWWA C900 and C905)required to complete the project. 2. MATERIAL PVC pipe shall be made of Class 12454-A or Class 12454-B virgin compounds, as defined in ASTM D1784 with an established hydrostatic-design-basis of 4000 psi for water at 73.4 degrees F. 3. DIMENSIONS Pipe shall be manufactured to ductile iron pipe equivalent outside diameters. 4. JOINT Pipe shall have a gasket bell end with a thickened wall section integral with the pipe barrel. The use of solvent weld pipe shall not be allowed. 5. GASKETS Gaskets for jointing pipe shall be in accordance with ASTM F477 (High Head). 6. PIPE PRESSURE CLASS AND DIMENSION RATIO Unless indicated otherwise on the drawings, pipe shall have a dimension ratio (DR) of 18 and in accordance with: Pipe Size Desi._na�tion 4" to 12" AWWA C900 Over 12" AWWA C905 7. CAUSE FOR REJECTION Pipe shall be clearly marked in accordance with AWWA Requirements. Unmarked or scratched pipe shall be rejected. 026210 Page 1 of 2 Rev.3-25-2015 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC S. CERTIFICATION The contractor shall furnish in duplicate to the Engineer a copy of the manufacturer's affidavit of compliance with this specification, to include gaskets. Certification shall accompany each delivery of materials. 9. MEASUREMENT AND PAYMENT Unless otherwise specified in the Bid Form, PVC pipe (AWWA C900 or C905) will be measured by the linear foot along the centerline for each size of pipe installed. Measurement of pipe shall be up to,but not include, the fittings. Payment shall include all labor, materials, tools and equipment for the completed installation, backfilling and testing of the PVC pipe, together with all incidentals necessary to install the pipe complete in place,per linear foot. 026210 Page 2 of 2 Rev.3-25-2015 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC SECTION 026214 GROUTING ABANDONED UTILITY LINES 1. DESCRIPTION This specification shall govern all work and materials required for grouting abandoned utility lines in place. 2. MATERIALS A. Flowable Grout: Flowable grout (or flowable fill) shall consist of a mixture containing Portland cement, fly ash, sand, water, and "Darafill" admixture (or approved equivalent), in the amounts shown below (or otherwise proportioned to provide 100 psi compressive strength at 28 days), to achieve a paste-like consistency immediately prior to placing the flowable grout. The flowable grout mixture shall be supplied by an approved ready-mix supplier. The manufacturer's representative shall be consulted for any final adjustments to improve the flowability of the mixture. Commercially produced flowable grout may be used with approval of the Engineer. 100 lbs/CY Portland Cement 300 lbs/CY Fly Ash 2100 lbs/CY Sand 250 lbs/CY Water 6 oz/CY "Darafill" admixture, as manufactured by Grace Construction Products, or approved equivalent. B. Raw Soil: Soil shall be typical clayey soil of the area. It shall be from the project site or other approved source not suspected of being contaminated. The soil shall have a Plasticity Index over 15 and a Liquid Limit not to exceed 65. C. Lime: Lime shall be hydrated lime, calcium hydroxide, in accordance with AASHTO M 216. D. Water: Water shall be potable. 3. CONSTRUCTION METHODS A. Flowable Grout: Mix Portland cement, sand, fly ash, "Darafill" and water in the amounts shown above to achieve a paste-like consistency immediately prior to placing flowable grout. B. Soil-Lime Mix Design: The following is given as a typical mix design for soil-lime mixture for trial mix. The mix design is based on damp soil with an initial water content of about 15%. The proportions of soil and lime shall not be altered. The Contractor shall determine the amount of water to be added as required to produce a mix at its liquid limit. 026214 Page 1 of 2 Rev.10-30-2014 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Trial Mix Design: Damp Soil 1000 lb. Lime 50 lb. Water (approximate) 48 gal. Consistency shall be checked with liquid limit apparatus. C. Placement: The Contractor shall grout abandoned lines as indicated on the drawings. Temporary pumping and venting ports shall be placed as required to provide complete filling of the abandoned line and proper placement of the grout. If segregation or "sand packing" is experienced during pumping, the Contractor shall reduce the water content of the mix or obtain other soil source (for soil-lime mixture), as required. Any damage resulting from pumping operation shall be repaired at the Contractor's expense. 4. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Forin, grouting abandoned utility lines shall be measured by the linear foot of abandoned-in-place pipe. Payment shall be full compensation for all labor, equipment, materials and incidentals required to mix, transport, and place the grout and restore surface at pump ports. 026214 Page 2 of 2 Rev.10-30-2014 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC SECTION 026404 WATER SERVICE LINES 1. DESCRIPTION This specification shall govern all work necessary for furnishing and installing water service lines required to complete the project. Water service lines are those lines from the City main to the meter at the property line. 2. MATERIALS GENERAL Service fittings shall have a minimum of 150 psi working pressure rating,unless indicated otherwise. Fittings and materials shall be in accordance with the applicable provisions of AWWA C800. All service connections shall require service clamps. SERVICE CLAMP Service clamps shall be brass saddle with two silicone bronze straps with I.P. thread and have a minimum working pressure rating of 200 psi. The saddle and nuts shall be of 85-5-5-5 brass alloy per ASTM B-62 and AWWA C800. The nuts shall have unitized washers. Straps shall be 5/8 inch high-quality silicone bronze, flattened and contoured to provide a wider bearing surface against the pipe. Clamps shall be comparable to: Ford 202B, Smith Blair 323, Rockwell 323 CORPORATION STOP Corporation stop shall be of brass with I.P. thread inlet and Mueller 110 compression connection outlet designed for Type K copper pipe and be comparable in design to the following: Mueller H-15028 for 1" size Mueller H-15023 for 1-'/2" &2" sizes 026404 Page 1 of 2 Rev.3-25-2015 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC ANGLE METER STOP Angle meter stop shall have a Teflon coated bronze ball which rotates within two Buna-N rubber seats. Inlet shall be packed joint for Type K copper and be comparable in design to the following: Ford BA43-342 for 1" service line with 5/8" x 3/4" or 3/4" meter size Brass gate valve required for 1-1/2" and 2" sizes SERVICE LINE Service line shall be of Type K copper tube or approved one piece SDR9 polyethylene with restrained compression brass fittings and stainless steel inserts. Other products of comparable features and equal quality may be substituted for the above items with approval of the Engineer. 3. CONSTRUCTION METHODS See City Standard Specification Section 022020, "Excavation and Backfill for Utilities ". Service lines shall be placed by the Contractor as indicated on the drawings and as directed by the Engineer. Relocation of existing meters and changeovers to the new system shall be done only under the direct supervision of the City Water Department. 4. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, water service lines shall be measured with the units indicated in the Bid Form for each size of service line. Payment for service lines shall include,but not be limited to, the following: copper tubing, corporation stop, service clamp, angle meter stop, trenching, trench safety, backfilling including pavement repair, testing, flushing, clean-up and site restoration; and shall be full compensation for all labor,equipment,tools and incidentals required for proper installation of the water service lines. 026404 Page 2 of 2 Rev.3-25-2015 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC SECTION 026409 TAPPING SLEEVES AND TAPPING VALVES 1. DESCRIPTION This specification shall govern all work and materials required for furnishing and installing tapping sleeves, sleeves and valves required to complete the project. 2. MATERIALS Tapping sleeves shall have a Class 125 ANSI B16.1 outlet flange of cast iron, ductile iron or stainless steel. Sleeves shall be of ductile iron or 304 or 316 stainless steel. Lugs, bolts, washers and nuts shall be of 304 or 316 stainless steel. Iron sleeves shall be of the mechanical joint or caulked joint type as manufactured by Mueller, Clow, or approved equal. Stainless steel sleeves shall be of the compression gasket type capable of providing full support of the tapped pipe, as manufactured by Ford, Smith Blair, Romac, or approved equal. Gasket materials shall be of material suitable for potable water systems. Tapping sleeves shall be sized for the type and size of pipe to be tapped. The class of asbestos cement pipe that will most likely be encountered in the water will be Class 200 for pipes 6 inches in diameter and smaller, and Class 150 for larger pipes. It should be understood that existing pipes to be tapped may not be of the type of material and/or size that is shown on the drawings. The proper size and type of tapping sleeve shall be provided and installed regardless of what is encountered. Tapping valves shall conform to AWWA Standards and City Standard Specification Section 026411, "Gate Valves for Waterlines". Valve boxes shall be as described in City Standard Specification Section 026411, "Gate Valves for Waterlines". 3. CONSTRUCTION METHODS Construction methods shall adhere to those set out in City Standard Specification Section 026402 "Waterlines", and City Standard Specification Section 022020 "Excavation and Backfill for Utilities". 4. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Forin, tapping sleeves and tapping valves shall be measured on a per each basis for each size installed. Payment for tapping sleeves and tapping valves shall include, but not be limited to, furnishing and installing the valves complete in-place including joint materials, cast iron valve box, box extension, cover, concrete collar, and all other related items such as bolting, wrapping, cement-stabilized sand encasing,backfilling and compacting; and shall be full compensation for all labor, material, tools, equipment and incidentals required to properly install the valves as indicated and specified. 026409 Page 1 of 1 Rev.3-25-2015 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC SECTION 026411 GATE VALVES FOR WATERLINES 1. DESCRIPTION This specification shall govern all work necessary to provide and install all gate valves and valve boxes required to complete the project. 2. MATERIALS Gate Valves All valves shall meet the following requirements. Gate valves shall conform to AWWA Standard C515. 1) The gate valves shall be ductile iron resilient wedge (C515)with non-rising stems. 2) Valve ends shall be flanged or mechanical joint type or a combination of these as indicated or specified. A complete set of joint materials shall be furnished with each valve, except for bell ends and flanges. 3) Valves 16 inches and larger shall be furnished for horizontal installation—lay over. 4) Stem seals shall be the O-ring type on valves through 12-inch size. Valves 16 inches and larger may be equipped with stuffing boxes. 5) Valves shall open left (counter clockwise). Valves over 18 inches shall have the main valve stem furnished with a combination hand wheel and operating nut. 6) Tapping valves to be used with tapping saddles shall have one end mechanical joint. 7) No position indicator will be required. 8) Within 30 days after award of contract, the Contractor shall submit in triplicate, for approval, the following: a) Certified drawings of each size and type of valve 16 inches and larger showing principal dimensions, construction details, and materials used. b) On all size valves, the composition of bronze to be offered for various parts of the valve, complete with minimum tensile strength in psi, the minimum yield strength in psi, and the minimum elongation in 2"per cent. 026411 Page 1 of 2 Rev.3-25-2015 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 3. CONSTRUCTION METHODS Gate Valves Gate valves shall be installed as indicated on the drawings. Cast Iron Valve Boxes Valve boxes shall be installed as indicated on the drawings. When valves are in the street right-of- way, the top of box shall be set flush with the pavement or surrounding ground. In cultivated areas, the top of box shall be set twelve inches (12")below natural ground and long enough to be raised to natural ground at a future date. 4. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, gate valves for waterlines will be measured as a unit for each gate valve and valve box installed. Payment shall include, but not be limited to, furnishing and installing the valves complete in-place including joint materials, cast iron valve box, box extension, cover, concrete collar, and all other related items such as bolting, wrapping, cement- stabilized sand encasing, backfilling and compacting; and shall be full compensation for all labor, material, tools, equipment and incidentals required to properly install the valves as indicated and specified. 026411 Page 2 of 2 Rev.3-25-2015 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC SECTION 026416 FIRE HYDRANTS 1. DESCRIPTION This specification shall govern all work necessary to provide all fire hydrants required to complete this project. 2. MATERIALS Concrete: Concrete shall be Class "A" in accordance with Section 030020 "Portland Cement Concrete" of the City Standard Specifications, with a minimum compressive strength of 3000 psi at 28 days. Fire Hydrants: The fire hydrants shall conform to AWWA C502 (or latest edition) standard specifications for fire hydrants for ordinary water works service, except for changes, additions and supplementary details specifically outlined herein: a) Hydrants -Hydrants shall be of the traffic model type equipped with a safety flange or collar on both the hydrant barrel and stein. b) Type of Shutoff- The shutoff shall be of the compression type only. C) Inlet Connection - The inlet shall be ASA A-21.11 1964 mechanical joint for six-inch (G'), Class 150 ductile iron pipe. A complete set of joint material shall be furnished with each hydrant. d) Delivery Classifications - Each hydrant shall have two hose nozzles and one pumper nozzle. e) Bury Length- The hydrants shall be furnished in the bury length as indicated on drawings. f) Diameter (Nominal Inside) of Hose and Pumper Nozzles - The hose nozzles shall be two and one-half inches (2-1/2") inside diameter and the pumper nozzle shall be four inches (4") inside diameter. g) Hose and Pumper Nozzle Threads - The hose nozzles shall have two and one-half-inch (2-%2")National Standard thread (7-%2 threads per inch). The pumper nozzle shall have size (6) threads per inch with an outside diameter of 4.658 inches, pitch diameter of 4.543 inches, and a root diameter of 4.406 inches. h) Harnessing Lugs -None required. i) Nozzle Cap Gaskets -Required. j) Drain Opp -Required. 026416 Page 1 of 3 Rev.3-25-15 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC k) Tapping of Drain Opening- Tapping of the drain opening for pipe threads is not required. 1) Nozzle Chain-Not required. m) Direction to Open- The hydrants shall open left(counter clockwise). n) Color of Finish Above Ground Line - That portion of the hydrant above the ground line shall be painted chrome yellow. o) Shape and Size of Operating and Cap Nuts - The operating and cap nuts shall be tapered pentagon one and one-fourth inches (1-1/4") point to face at base and one and one-eighth inches (1-1/8")point to face at top of nut. p) Nozzle Cap Chains -Hydrants shall be furnished without nozzle cap chains. q) Size of Fire Hydrant - The main valve opening shall not be less than five and one-quarter inches (5-1/4")inside diameter. r) Valve Facing - The main valve facing of the hydrant shall be rubber with 90± Durometer hardness. When the main valve lower washer and stem nut are not an integral casting then the bottom stem threads shall be protected with a bronze cap nut and a bronze lock nut. S) Barrel Sections - The hydrant shall be made in two or more barrel sections with flanges connecting the barrel to the elbow and to the packing plate. t) Breakable Coupling - Hydrants shall be equipped with a breakable coupling on both the barrel section and the stem. The couplings shall be so designed that in case of traffic collision the barrel and stem collar will break before any other part of the hydrant breaks. U) Hydrant Adjustment - The hydrant shall be designed as to permit its extension without excavating after the hydrant is completely installed. V) Breakable Collars, Barrel and Stem - Weakened steel or weakened cast iron bolts that are used in the breakable barrel couplings will not be acceptable. w) Operating Stem- Stems that have operating thread located in the waterway shall be made of manganese bronze, Everdure, or other high quality non-corrodible metal. Stems that do not have operating threads located in the waterway must be sealed by a packing gland or "O"-ring seal located between the stem threads and waterway. Iron or steel stems shall be constructed with a bronze sleeve extending through the packing or "O"-ring seal area. The sleeve shall be of sufficient length to be in the packing gland "O"-ring seal in the both open and closed positions of the main valve. The sleeve shall be secured to the steel stem so as to prevent water leakage between the two when subjected to 300 pounds hydrostatic test pressure. 026416 Page 2 of 3 Rev.3-25-15 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC X) Drain Valve Mechanism - Drain valves operating through springs or gravity are not acceptable. y) Operating Stem Nut - The operating stem nut shall be designed to prevent seepage or raid, sleet, and the accumulation of dust between the operating nut and the hydrant top. Z) Packing Gland or "O"-Ring Seal - Fire hydrants having the threaded part of the stem at the hydrant top shall be equipped with a packing gland or an "O"-ring seal immediately below the threaded section of the stem. 3. CONSTRUCTION METHODS Fire hydrants shall be installed as shown on drawings. Minimum burial length shall be 3 feet. Breakable couplings shall be located at least 2 inches and less than 6 inches above finish grade. Hydrants and fittings shall be stored on timber and kept clean. The interior surfaces of hydrants and fittings shall be washed and sterilized with approved sterilizing agent, if requested by the Engineer at the time of installation. 4. CERTIFICATION The manufacturer shall furnish to the Engineer two (2) certified sets of prints showing complete details and dimensions of the hydrant. The manufacturer shall furnish to the Engineer one (1) certified copy of the physical tests of all metals used in the manufacture of the fire hydrant that is normally manufactured and that will meet these specifications. 5. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, fire hydrants will be measured as a unit per each. Payment shall include, but not be limited to, furnishing and installing the complete fire hydrant assembly with valve, 6-inch line and fitting on the main; and shall be full compensation for all labor,materials, tools, equipment and incidentals required to properly complete the work. 026416 Page 3of3 Rev.3-25-15 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC SECTION 027200 CONTROL OF WASTEWATER FLOWS (TEMPORARY BYPASS PUMPING SYSTEMS) 1. GENERAL 1.1 DESCRIPTION A. This specification shall govern all work necessary for designing, installing, implementing, operating, and maintaining a temporary bypass pumping and flow control system, as provided by the Contractor for the purpose of diverting wastewater flow around the work area for the duration necessary to complete the work (i.e., control of wastewater flows). The Contractor shall furnish all materials, labor, equipment, power, maintenance, and incidentals required to maintain continuous and reliable wastewater service in all lines for the duration of the project. 1.2 SUBMITTALS A. Bypass Pumping Plan Form: It shall be the Contractor's responsibility to legibly and thoroughly complete, in its entirety, the attached Bypass Pumping Plan Form and submit it to the Engineer and/or the appropriate City staff for review and approval, prior to the installation of any pumping system proposed for use. Unless the bypass pumping is associated with an emergency work order, the standard approval protocol is as follows: The Contractor prepares and submits the plan to the Engineer a minimum of 7 days prior to mobilizing to site. The Engineer reviews the bypass plan and coordinates approval with Engineering Services and the Operating Department. Engineer and City will put forth a reasonable level of effort to expedite the review and approval process. No deviation from the procedure shall be allowed. B. Bypass Pumping Plan Schematic: In addition to the above referenced form, the Contractor shall also furnish a sufficiently detailed schematic drawing identifying the approximate location of all bypass pumping system components. The schematic drawing shall clearly label parallel/crossing streets, identify landmark structures, and depict the locations of all pumps and piping. At a minimum, the bypass pumping plan schematic drawing and associated attachments should include the following items: 1) Pump curves showing designed operation point for this specific project 2) Approximate location of bypass system pumping components 3) Location of manhole or access point for suction and discharge 4) Configuration, routing,location and depth of the suction and discharge piping 5) General arrangement/type of additional support equipment. 6) Temporary pipe supports, anchoring and thrust restraint blocks,if required 7) Traffic Control Plan and Traffic Department permit if the bypass is within the right- of-way. 8) Description of the method for removing pressure and all wastewater from existing force mains being taken out of service,if necessary. 9) All other City-department and Regulatory requirements. 027200 Page 1 of 7 Rev.10-30-2014 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 10) Sewer plugging locations,method, and types of plugs 11) Method of protecting discharge manholes or structures from erosion and damage. 1.3 RESPONSIBILITY/AUTHORITY A. It is essential to the operation of the existing wastewater system that there is no interruption in the flow of wastewater throughout the duration of the project. The Contractor shall be completely responsible for designing, scheduling, providing, installing, operating, fueling and maintaining the temporary bypass pumping system in a manner that does not cause or contribute to overflows, releases, or spills of wastewater from the wastewater or bypass system. The Contractor shall neither anticipate nor expect any assistance from the City of Corpus Christi departments for any of the bypass operation. B. Contractor shall provide a responsible employee to man the bypass system 24 hours per day, 7 days per week during operation. The monitoring employee shall be properly trained, experienced, and mechanically qualified such that they can quickly and effectively address any potential emergency and non-emergency situations associated with the bypass system which must remain in operation. The wastewater and bypass systems should be inspected at least once every 2 hours. The Contractor shall be responsible for ensuring that the wastewater collection system is not compromised during bypass installation or operation, and contractor shall ensure that the system operates properly during this period. C. The Contractor shall consider and be responsible for the impacts on the collection system area, both upstream and downstream of the bypass and shall maintain the system in a manner that will protect public and private property from damage and flooding. Upstream impacts may include, but are not limited to backups and overflows. Downstream impacts may include,but are not limited to surcharges and overflows. D. Contractor shall make all effort to minimize spills of raw wastewater during the improvements and bypassing. All spills and sanitary sewer overflows shall immediately be reported to the City at 361-826-2489 and the Contractor shall be solely responsible for wash down, clean-up and disinfection of said spillages or overflows to the satisfaction of the owner at no additional cost to the City of Corpus Christi. E. The City is permitted through the Texas Commission on Environmental Quality to operate the wastewater system. The final authority comes from the City as to the operation of the wastewater system and as such it reserves the right to halt the bypassing operation at any time in order to maintain public health and safety. 027200 Page 2 of 7 Rev.10-30-2014 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 2. PRODUCTS 2.1 MATERIALS A. Bypass Pumps a. Pumps shall be fully automatic self-priming pumps that do not require the use of foot-valves or vacuum pumps in the priming system. The pumps may be electric or diesel powered. Pre-approved manufacturers are Godwin or Rain-for-Rent. Approved equals may be considered by the Engineer if they meet all requirements in this specification but Contractor shall provide submittal package for Engineer's review and approval prior to installation. Pumps shall be equipped with critically silenced, sound attenuated enclosures with a maximum 65 dB (10-feet from pump), a diesel day tank with a minimum 24-hour runtime without refuel, and automatic start/stop controls for each pump. b. Pumping capacity of the bypass pump shall be capable of handling the flow conditions at all times and shall provide a minimum of 1.5 times the existing capacity of whatever line or lift station is being bypassed. c. The Contractor shall have adequate standby equipment available and ready for immediate operation and use in the event of an emergency or breakdown. In critical installations, as determined by the Engineer, one standby pump for each size pump utilized shall be installed at the mainline flow bypassing locations, ready for use in the event of primary pump failure. B. Suction and Discharge Piping: Determined according to pump size, flow calculations, system operating conditions, manhole depth, and length of suction piping in accordance with the pump manufacturers specifications and recommendations. In order to prevent the accidental spillage of flows, all discharge systems shall be temporarily constructed of heavy-duty pipe with positive restrained joints. a. High Density Polyethylene(HDPE) i. Homogeneous throughout, free of visible cracks, discoloration, pitting, varying wall thickness, holes, foreign material, blisters, or other deleterious faults. Defective areas shall be cut out and butt-fusion welded as per manufacturer's recommendations. ii. Assembled and joined at site using couplings, flanges, or butt-fusion method to provide leak proof joint, as per manufacturer's recommendations and ASTM D- 2657. iii. Fusing must be performed by personnel certified as fusion technicians by manufacturer of HDPE pipe and/or fusing equipment. Fused joints shall be watertight and have tensile strength equal to that of pipe. iv. HDPE is required to be used in or adjacent to environmentally sensitive areas. b. Polyethylene Plastic Pipe(PE) i. High density solid wall and following ASTM F714 Polyethylene (PE) Plastic Pipe (SDR-DR)based on outside diameter,ASTM D1248 and ASTM D3550 ii. Homogeneous throughout, free of visible cracks, discoloration, pitting, varying wall thickness, holes, foreign material,blisters, or other deleterious faults. c. Quick-Disconnect Steel Galvanized Pipe and Heavy-Duty Flexible Hoses 027200 Page 3 of 7 Rev.10-30-2014 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC i. Must consist of heavy-duty steel with high tensile strength, x-ray welded, abrasion resistant and suitable for intended service with a maximum pressure rating of at least 174 PSI ii. Bauer quick-disconnect fittings/joints shall be restrained and watertight. Joints shall consist of vacuum sealing O-rings to help pumps prime faster and perform at their designed flow rates with no leaks, even at high pressure ratings iii. Joints shall provide 30-degree articulation at every coupling and shall not require perfect alignment to make each connection. iv. The galvanized couplings shall not be hindered by sand,mud, and grit. d. Valves and Fittings i. Contractor shall provide valves and fittings as necessary and in accordance with the approved pipe materials shown above. e. Plugs i. Selected and installed according to size of line to be plugged, pipe, manhole configurations, and based on specific application. ii. Prior to use,Engineer may inspect plugs for defects which may lead to failure. iii. Contractor shall provide additional plugs in the case of failure f Miscellaneous i. When temporary piping crosses local streets/roadways and private driveways, Contractor shall provide traffic ramps or covers designed, installed, and maintained for H-20 loading requirements while in use. 3. EXECUTION 3.1 SCHEDULING&COORDINATION A. Unless the bypass pumping is associated with an emergency work order, the Contractor shall provide a minimum of 48 hour notice to the Engineer and Wastewater Department for the startup of bypass operations once the completed bypass plan has been approved by the design engineer. Unless needed otherwise for emergency work,no bypassing shall be initiated on Friday, Saturday or Sunday, or the day immediately preceding a City holiday. B. Inclement Weather: The Contractor shall not be allowed to commence bypass operation should inclement weather be forecast for the period of the scheduled improvements. C. Under special circumstances, as identified by the Engineer, where critical lines with large service areas are being bypassed, the Contractor is responsible for setting up a meeting between the Engineer/City/Operating Department to affirm and coordinate the approved bypass plan and to verify the intended site installation conforms to the approved plan. Engineer may also require the bypass system to be in service for at least 24-hours prior to taking existing gravity lines or force mains out of service to demonstrate reliability. D. Before beginning bypass operations, the Engineer/City Operating Department must be notified for field verification of pumps, piping, and equipment, etc., to ensure the site installation conforms to the approved plan. 027200 Page 4 of 7 Rev.10-30-2014 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC E. Before beginning bypass operations, the Contractor shall confirm appropriate emergency contact information has been provided to the City and Engineer on the Bypass Pumping Plan Form including emergency cell phone number of bypass operators/monitors responsibly manning the bypass system 24 hours per day along with the project superintendent and pump supplier. F. The Contractor can work extended hours, if approved by the Engineer, to perform the improvements during the bypass operation. Work during extended hours cannot create a nuisance for the neighbors. G. Once a lift station is taken out of service and bypass operations begun, work shall be continuous on the lift station improvements until all improvements are completed and the lift station is returned to normal service. H. The Contractor shall cease bypass pumping operations and return flows to the new and/or existing wastewater system when directed by the Owner. This may be expected if the bypass system is not in accordance with this specification or if inclement weather is in the forecast. 3.2 INSTALLATION&OPERATIONS A. Installation of Temporary Force Mains a. Force mains may be placed along shoulder of road, medians, and/or outside of pavement. Do not place in streets or sidewalks without Engineers approval. b. When temporary piping crosses local streets/roadways and/or private driveways, Contractor shall provide traffic ramps or covers designed, installed, and maintained for H-20 loading requirements while in use. c. When traffic ramps cannot be used, install temporary piping in trenches and cover with temporary pavement, as approved by the Engineer. B. Discharge piping to gravity lines or manholes shall be designed in such a manner as to prevent discharge from contacting manhole walls or benching with as minimal turbulence as possible. C. Plugging or blocking of wastewater flows shall incorporate a primary and secondary plugging device. When plugging or blocking is no longer needed for performance and acceptance of work, it is to be removed in a manner-that permits the wastewater flow to slowly return to normal without surge, to prevent surcharging or causing other major disturbances downstream. D. The Contractor shall not cut existing force mains or gravity lines until it is determined that the containment area in place is sufficient for handling any wastewater within the pipe. E. Some locations may require multiple bypass systems. If bypass system is provided with air release valves, then the valve drains shall be piped to a manhole for discharge. F. Upon completion of the bypass pumping operations, remove piping, restore property to pre-construction condition and restore pavement. 027200 Page 5 of 7 Rev.10-30-2014 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 4. MEASUREMENT AND PAYMENT Unless otherwise specified in the Bid Form, Control of Wastewater Flows (Temporary Bypass Pumping Systems) shall not be measured for pay but will be considered subsidiary to the applicable pay item, to include all material, labor, equipment and supervision necessary to complete the bypass design, planning, coordination,installation, operation, maintenance and removal. 027200 Page 6 of 7 Rev.10-30-2014 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC BYPASS PUMPING PLAN FORM Date: Project Title: No.: Engineer: Contractor: Service Area: Lift Station No.(if applicable): Start Date&Time: Completion Date &Time: Sewer Line Size being Bypassed: Estimated Peak Flow: Line Plugging Method&Locations: Suction Manhole or Lift Station Number and Depth: Discharge Manhole or Lift Station Number and Depth: Maximum Surcharge Depth Allowed: Bypass Forcemain Size, Material&Length: Pump Description: (Self-Priming,Critically Silenced,and Automatic Level Controls Required) Make,Model, Suction/Discharge Size: Diesel or Electric Total Number of Pumps/Standby Pumps: Total&Firm Capacity(GPM @ TDH): Vacuum Trucks (if required, number and capacity): Contractor Personnel Manning Bypass System(24 hours/day): Name: Phone: Name: Phone: Emergency Contacts: Name: Phone: Name: Phone: Additional Notes: Required Checklist: YES NO ❑ ❑ Schematic drawing providing details of proposed bypass pumping system,routing of bypass lines(using manhole numbers and/or lift station names as applicable), equipment location,and proposed sequencing. ❑ ❑ Has traffic control plan been appropriately modified to facilitate the bypass pumping equipment? ❑ ❑ Pumps: Self-priming&Critically Silenced. Provide pump curve with Bypass plan. (Requirement). ❑ ❑ Contractor shall coordinate with Supplier for appropriate instruction and training on pump operation. ❑ ❑ Have emergency and/or backup provisions been made for quick pump change out in the case of system failure? ❑ ❑ Contractor has confirmed no rain(less than %-in)in the forecast? Prepared by: Reviewed by: Contractor Representative Date Wastewater Representative Date 027200 Page 7 of 7 Rev.10-30-2014 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC SECTION 027202 MANHOLES 1. DESCRIPTION This specification shall govern the furnishing of all materials and construction of manholes composed of a concrete base and concrete walls as shown on the drawings, to the lines, grades and dimensions shown on drawings or established by the Engineer. 2. MATERIALS Concrete for cast-in-place storm water manholes and storm water junction boxes shall be Class C (3,600 psi at 28 days). Manholes for wastewater shall be made from fiberglass only,in accordance with City Standard Specification Section 027205 "Fiberglass Manholes". Mortar for plastering shall be one (1) part Portland cement to three (3) parts clean hard and sharp mortar sand, free of all foreign substances or injurious alkalis. Reinforcing steel, where used, shall confonn to the requirements of Section 032020 'Reinforcing Steel". All wastewater manhole rings and covers for streets shall be East Jordan Iron Works, Inc. product V1430 CV or V1420/1480 Z1, or pre-approved equal, and shall have the seating surface of ring and cover machined to secure a snug fit per the City Standard Wastewater Details. All storm water manholes shall be East Jordan Iron Works,Inc.product V 1168 assembly,and for school zones shall be a bolted assembly per the City Standard Storm Water Details. Steps are not required for wastewater and storm water manholes. Joint material for precast concrete manholes shall be Ram-Nek Flexible Plastic Gaskets as manufactured by K. T. Snyder Company, Houston, Texas, or an approved equal. 3. EXCAVATION The Contractor shall do all necessary excavation for the various manholes, conforming to size and dimensions shown on plans plus a maximum of four(4)feet working room. Excavation shall not be carried to greater depth than required. Subgrade under manhole footings shall be compacted to not less than 95% Standard Proctor density. Shoring shall be the responsibility of the Contractor and shall be installed as necessary. Shoring shall not be removed or backfilled around until entire manhole is completed, unless authorized by the Engineer. Shoring shall remain in place at least twenty-four (24)hours after concrete work has been completed. 027202 Page 1 of 3 Rev.3-25-2015 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 4. CONCRETE MANHOLES (STORM WATER ONLY) (1) Formed-in-Place Manholes: Where formed concrete is used, forms shall be built to dimensions shown on the standard details. Inserts and openings shall be formed so concrete will not be injured during process of stripping forms. Forms shall be braced and tied to prevent spreading or bulging, and shall meet approval of the Engineer prior to placing concrete. Forms shall remain in place for minimum of twenty-four(24)hours, and shall be removed within a maximum time of seven (7) days after completion of concrete work. Reinforcing steel, if required, shall be as shown on the plans. The bottom of manholes shall be carefully formed and inverted smoothly when finished, with pipes cut to fit inside surface of walls. (2) Precast Manholes Precast manholes shall allow unobstructed view of all pipes connected to the manhole. Precast manholes shall be designed to support HS-20 traffic loading and designed by a Texas licensed professional engineer. The upper 18 inches of the corbel shall be brick to facilitate subsequent grade adjustment. Either concentric or eccentric cones maybe required. Where not specified, eccentric cones shall be used. Manhole designs shall be submitted for approval by the Engineer. 5. GENERAL CONSTRUCTION METHODS All items shall be installed as the work progresses and as shown on the standard details. Work shall be completed and finished in a careful workmanlike manner,with special care being given to sealing joints around all pipe extending through walls of the manholes. After finishing walls,the bottom of the manhole shall be completed by adding sufficient concrete to shape the bottom in conformity with requirements on the plans. Where old manholes are adjusted to meet new lines and grades, all old masonry or concrete shall be thoroughly cleaned and wetted before joining new masonry or concrete to it. HDPE adjustment rings are to be used to match roadway grade. A maximum of 18" of adjustment rings may be utilized. 6. BACKFILLING/LEAKAGE TESTING Backfilling around the manholes shall commence as soon as concrete or masonry has been allowed to cure the required time and forms and shoring have been removed. Backfill shall be placed in layers of not more than six inches (6") and compacted to a minimum of 95% Standard Proctor density before next layer is installed. Wastewater manholes shall withstand a leakage test not to exceed the values stated in City Standard Specification Section 027205 "Fiberglass Manholes", except that an additional 10 percent of loss will be permitted for each additional two feet head over a basic two-foot internal head. 027202 Page 2 of 3 Rev.3-25-2015 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 7. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, manholes shall be measured by each individual structure built, and paid for at the unit price bid per each, of the size, type and depth specified, complete in-place, and meeting the approval of the Engineer. "Complete in-place" shall mean all labor, materials, tools, equipment and incidentals necessary to furnish and install the manholes, excavation,compaction,backfilling,dewatering,concrete foundation,connections,adjustment rings, ring and cover, concrete work, leakage testing,video inspection, and adjust the manholes to finish grade. Extra depth for wastewater manholes over six feet in depth shall be measured by the vertical foot and shall be paid for at the price bid per vertical foot for 'Extra Depth for Manholes". Rehabilitation of existing manholes with fiberglass inserts shall be measured by each individual structure rehabilitated, and paid for at the unit price bid per each, of the size, type and depth specified, complete in-place, and meeting the approval of the Engineer. "Complete in-place" shall mean all labor,materials, tools, equipment and incidentals necessary to furnish and install the rigid fiberglass manhole inserts,make connections,grout the annular space,backfilling,adjustment rings, ring and cover, concrete work, leakage testing, and adjust the manholes to finish grade. 027202 Page 3 of 3 Rev.3-25-2015 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC SECTION 027203 VACUUM TESTING OF WASTEWATER MANHOLES AND STRUCTURES 1. DESCRIPTION This specification governs all work and materials necessary to perform vacuum testing of new or existing wastewater manholes. Manholes may be tested after installation with all connections (existing and/or proposed)in place. Vacuum testing may be performed prior to or after backfilling by the installer. Final acceptance, in accordance with the requirements of this specification, will consist of vacuum testing of the completed and installed structure (manhole) in place to include manhole/adjustment rings and manhole casting. 2. MATERIALS Vacuum testing shall consist of a minimum of the following: (a) Engine. (b) Vacuum Pump. (c) Hose. (d) Test Head device capable of sealing opening in manhole casting as required. (e) Pneumatic Test Plugs - these plugs shall have a sealing length equal to or greater than the diameter of the connecting pipe to be sealed. 3. PROCEDURE (a) The test head shall be placed at the top of the manhole in accordance with the manufacturer's recommendations. (b) A vacuum of 10 inches of mercury shall be drawn on the manhole,the valve on the vacuum line of the test head closed, and the vacuum pump shut off. The time shall be measured for the vacuum to drop to 9 inches of mercury. (c) The manhole shall pass if the time for the vacuum reading to drop from 10 inches of mercury to 9 inches of mercury meets or exceeds the values indicated in Table 1. (d) If the manhole fails the initial test,necessary repairs shall be made by an approved method. The manhole shall then be retested until a satisfactory test is obtained. 027203 Page 1 of 2 Rev.10-30-2014 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC TABLE 1 - Minimum Test Times for Various Manhole Diameters (ASTM C1244) Depth Diameter(inches) (feet) 42 48 54 60 72 Time(seconds) 8 17 20 23 26 33 10 21 25 29 33 41 12 25 30 35 39 49 14 30 35 41 46 57 16 34 40 46 52 67 18 38 45 52 59 73 20 42 50 53 65 81 22 46 55 64 72 89 24 51 59 64 78 97 26 55 64 75 85 105 28 59 69 81 91 113 30 68 74 87 98 121 4. TESTING AND CERTIFICATION (a) Testing shall be done by the Contractor and witnessed by the Engineer or his designated representative. All manholes and structures shall be tested as finished and completed for final acceptance. (b) ANY DEFECTIVE WORK OR MATERIALS shall be corrected or replaced by the Contractor and retested. This shall be repeated until all work and materials are acceptable. 5. MEASUREMENT AND PAYMENT Unless otherwise indicated on the Bid Form, vacuum testing of wastewater manholes and structures will not be measured for pay. Such items shall be considered subsidiary to pay items applicable for Fiberglass Manholes, complete and in-place. 027203 Page 2 of 2 Rev.10-30-2014 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC SECTION 027205 FIBERGLASS MANHOLES 1. DESCRIPTION This specification shall govern all work required for providing, installing and adjusting fiberglass manholes required to complete the project. 2. GENERAL Fiberglass manholes shall be installed at the locations indicated on the drawings. 3. MATERIALS A. Manholes Fiberglass manholes shall be fabricated in accordance with ASTM D3753-"Standard Specification for Glass-Fiber-Reinforced Polyester Manholes and Wetwells,"latest edition, and the referenced design criteria as follows: 1. ASTM C581 Standard Practice for Determining Chemical Resistance of Thermosetting Resins Used in Glass-Fiber-Reinforced Structures Intended for Liquid Service 2. ASTM D695 Standard Test Method for Compressive Properties of Rigid Plastics 3. ASTM D790 Standard Test Methods for Flexural Properties of Unreinforced and Reinforced Plastics and Electrical Insulating Materials 4. ASTM C923 Standard Specification for Resilient Connectors Between Reinforced Concrete Manhole Structures, Pipes and Laterals 5. ASTM D2412 Standard Test Method for Determination of External Loading Characteristics of Plastic Pipe by Parallel-Plate Loading 6. ASTM D2583 Standard Test Method for Indentation Hardness of Rigid Plastics by Means of a Barcol Impressor 7. ASTM D2584 Standard Test Method for Ignition Loss of Cured Reinforced Resins 8. ASTM D3034 Standard Specification for Type PSM Poly(Vinyl Chloride) (PVC) Sewer Pipe and Fittings 9. ASTM F794 Standard Specification for Poly (Vinyl Chloride) (PVC) Profile Gravity Sewer Pipe and Fittings Based on Controlled Inside Diameter 10. ASTM C32 Standard Specification for Sewer and Manhole Brick (Made From Clay or Shale) The minimum wall thickness for all fiberglass manholes at all depths shall be 0.50 inch. The inside diameter of the manhole barrel shall be a minimum of 48 inches or as otherwise specified on the drawings,but shall not be less than 1.5 times the nominal pipe diameter of the largest pipe, whichever is larger. A concentric reducer over the barrel shall have a 027205 Page 1 of 6 Rev.3-25-2015 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC minimum inside diameter of 31.75 inches at the top, unless otherwise indicated on the drawings. B. Manhole Pipe Connectors Manhole pipe connectors for Sanitary Sewer Application shall be made of corrosion resistant plastic. The connector shall eliminate leaks around the pipe entering the manhole wall and shall pen-nit pipe movement without loss of seal integrity, and shall be in conformance with ASTM D3212. Material for elastomeric seal in push-on joints shall meet the requirements of ASTM F477. Material for rubber sleeve shall meet the requirements of ASTM C443. Manhole pipe connectors between 4 inches and 15 inches shall be Inserta Tee from Fowler Mfg., or approved equal. Manhole pipe connection for Storm Sewer Application shall be made with Ram-Nek flexible plastic gasket material as manufactured by K.T. Snyder Company of Houston, Texas, or approved equal, and wrapped with Class `A' Subsurface Drainage Geotextile, AASHTO M288. C. Manhole Base Concrete shall be Class `A' in accordance with City Standard Specification Section 030020 "Portland Cement Concrete". Caulk for seal between fiberglass manhole and concrete cast-in-place base shall be Epo-Flex epoxy(gun grade consistency)as manufactured by Dewey Supply of Corpus Christi,Texas, or approved equal. Precast reinforced concrete manhole base shall be in accordance with the requirements of ASTM C478, as shown on the construction plans and detail drawings. D. Inflow Inhibitors Inflow inhibitors shall be installed insanitary manholes. They shall be of 316 stainless steel with an equivalent thickness of not less than 18 gauge, and load tested in excess of 3000 pounds. The inhibitor shall rest on the lip of the seating surface of the manhole ring and shall not exceed a depth of 6.5 inches. The seating surface of the inhibitor shall have an attached gasket on the weight-bearing side. The inhibitor shall have a gas relief valve made of Nitrite and shall operate at a one(1)psi differential pressure. The inhibitor shall be fitted with a handle of 3/16 plastic coated stainless steel cable attached to the insert body with a 6# 316 stainless steel rivet. The inhibitor shall be constructed of materials that withstand highly corrosive sewer gases. E. Ring and Cover Manhole ring and cover for all manholes shall be for street application and shall be as indicated on the drawings. Manholes 5 feet in diameter and larger shall require a nominal 3- foot ring and cover, as specified on the drawings. HDPE adjustment rings are to be used for 027205 Page 2 of 6 Rev.3-25-2015 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC grade adjustments. A maximum of 18" of adjustment rings may be utilized. F. Flowable Grout Flowable grout(or flowable fill) shall consist of a mixture containing Portland cement, fly ash, sand, water, and"Darafill" admixture (or approved equivalent), in the amounts shown below (or otherwise proportioned to provide 100 psi compressive strength at 28 days), to achieve a paste-like consistency immediately prior to placing the flowable grout. The flowable grout mixture shall be supplied by an approved ready-mix supplier. The manufacturer's representative shall be consulted for any final adjustments to improve the flowability of the mixture. Commercially produced flowable grout may be used with approval of the Engineer. 100 lbs/CY Portland Cement 300 lbs/CY Fly Ash 2100 lbs/CY Sand 250 lbs/CY Water 6 oz/CY "Darafill"admixture,as manufactured by Grace Construction Products, or approved equivalent. 4. CONSTRUCTION METHODS General: The limits of excavation shall allow for placing and removing forms, installing sheeting,shoring,bracing,etc. The Contractor shall pile excavated material in a manner that will not endanger the work and will avoid obstructing sidewalks, driveways,power poles, drainage structures, streets,etc. Subgrade under manhole footings shall be compacted to not less than 95% Standard Proctor density. Vertical Sides: When necessary to protect other improvements, the Contractor shall maintain vertical sides on the excavation. The limits shall not exceed three feet outside the footing on a vertical plane parallel to the footing except where specifically approved otherwise by the Engineer. The Contractor shall provide and install any sheeting, shoring, and bracing as necessary to provide a safe work area as required to protect workmen, structures, equipment,power poles, etc. The Contractor shall be responsible for the design and adequacy of all sheeting, shoring and bracing. The sheeting, shoring, and bracing shall be removed as the excavation is backfilled. Sloping Sides: In unimproved areas where sufficient space is available,the Contractor will be allowed to back slope the sides of the excavation. The back slope shall be such that the excavation will be safe from caving. Safety requirements shall govern the back slope used. De-watering: The Contractor shall keep the excavation free from water by use of cofferdams,bailing,pumping,well pointing, or any combination, as the particular situation may warrant. All de-watering devices shall be installed in such a manner as to provide clearance for construction, removal of forms, and inspection of exterior of form work. It is the intent of these specifications that the foundation be placed on a firm dry bed. The foundation bed shall be kept in a de-watered condition for a sufficient period of time to 027205 Page 3 of 6 Rev.3-25-2015 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC insure the safety of the structure,but in no case shall de-watering be terminated sooner than seven(7)days after placing concrete. All de-watering methods and procedures are subject to the approval of the Engineer. The excavation shall be inspected and approved by the Engineer before work on the structure is started. The Contractor shall provide a relatively smooth,firm foundation bed for footings and slabs that bear directly on the undisturbed earth without additional cost to the City, regardless of the soil conditions encountered. The Engineer will be the sole judge as to whether these conditions have been met. The Contractor shall pile excavated material in a manner that will not create an unsafe condition. Unauthorized Over-Excavation: Excavation for slabs, footings, etc., that rest on earth, shall not be carried below the elevation shown on the drawings. In the event the excavation is carried below the indicated elevation, the Contractor shall bring the slab, footing, etc., to the required grade by filling with concrete. Wall Preparation for Pipe Penetrations: For sanitary sewer application,pipe penetrations for pipe sizes 4-inch through 15-inch shall be made with appropriately sized core drill bits recommended by the manufacturer. Pipe penetrations other than described above and as authorized by the Engineer shall be made as follows: cut shall be equal to the outside diameter of pipe to pass through it, plus 1/2 inch. Cuts are to be made using electric or gasoline powered circular saw with masonry blade. Impact type tools shall not be used. Handling: Manholes shall be handled and stored in a safe manner as necessary to prevent damaging either the manhole or the surroundings. If manhole must be moved by rolling,the ground which it traverses shall be smooth and free of rocks, debris, etc. Manholes shall be lifted as specified by the manufacturer. Height Adjustment: If necessary,utilize HDPE adjustment rings to adjust the manhole to the correct grade elevation. A maximum of 18" of adjustment rings may be utilized. Installation: Lower manhole into wet concrete until it rests at the proper elevation, and a minimum of six (6) inches into concrete, then plumb. Backfill Material: Unless shown otherwise on the drawings, initial backfill around manholes (from subgrade to five feet (5') above the top of the concrete footing) shall be flowable grout. The remaining final backfill around manholes shall be cement-stabilized sand, or approved equal, containing a minimum of 2 sacks of standard Type I or Type II Portland cement per cubic yard of sand, free of large hard lumps, rock fragments or other debris. The material shall be free of large lumps or clods which will not readily break down under compaction. This material shall be subject to approval by the Engineer. Backfill material shall be free of vegetation or other extraneous material. Topsoil should be stockpiled separately and used for finish grading around the structure, if necessary. 027205 Page 4 of 6 Rev.3-25-2015 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Schedule of Backfilling: The Contractor may begin backfilling around manhole as soon as the concrete has been allowed to cure and the forms removed. Compaction: Backfill shall be placed in layers not to exceed 6 inches compacted thickness and mechanically tamped to at least 95% Standard Proctor density(ASTM D698). Backfill shall be placed in such a manner as to prevent any wedging action against the structure. Contractor shall follow operational requirements for bypass pumping as set forth in City Standard Specification Section 027200 "Control of Wastewater Flows". 5. TESTING Manholes shall be tested for leakage by either of two tests as specified by the Engineer. Water Leakage Test: The Contractor shall provide water, labor, and materials for testing. Testing shall be as follows: 1. With sewers plugged, the manhole shall be filled with water. 2. The manhole shall be checked after 24 hours have elapsed. 3. Water loss shall not exceed 2.4 gallons per foot of depth for the 24-hour period for 4-foot diameter manholes, or 3.0 gallons per foot of depth for the 24-hour period for 5-foot diameter manholes. Water loss shall not exceed 0.6 gallon per foot of diameter per foot of depth for the 24-hour period for all sizes of sanitary manholes. 4. If the manhole is within 9 feet of a waterline that is not or cannot be encased, the manhole shall be tested for no leaks and no noticeable loss of water shall be experienced for the 24-hour period. If water loss is excessive,the Contractor shall correct the problem and the manhole shall be retested. Vacuum Test: Vacuum testing shall be in accordance with City Standard Specification Section 027203 "Vacuum Testing of Wastewater Manholes and Structures". 6. GRADE ADJUSTMENT OF EXISTING FIBERGLASS MANHOLES The adjustment of the ring and cover is to be achieved by removal or addition of HDPE grade adjustment rings that rest above the fiberglass corbel. If the ring and cover must be lowered to the extent that the new elevation cannot be achieved by removal of adjustment rings and it is necessary to remove a section of the fiberglass manhole, this work shall be done as described below. Note that manhole repair kits are available for this work. Remove the appropriately sized section of the existing manhole from the vertical manhole wall at least 6 inches below the seam where the corbel meets the vertical wall. 027205 Page 5 of 6 Rev.3-25-2015 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Excavate evenly around the manhole as required. Mark, cut and remove the required section of the manhole. Make a square cut as necessary for a good butt splice. Grind and clean ends of fiberglass that are to be re-united. Replace and align the top. Fiberglass a 6-inch strip along the outside seam all around with two layers of mat with one layer of woven roving sandwiched between. After the outside has set, go on the inside and fill any voids in the seam with epoxy or material provided by the manhole manufacturer for use in such application. After the putty has set, fiberglass a 6-inch strip on the inside as previously done on the outside. After curing,backfill with cement-stabilized sand,as described above,compacted to a minimum of 95% Standard Proctor density (ASTM D698) or as directed by the Engineer or his designated representative. 7. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form,fiberglass manholes shall be measured per each for each size (diameter) of manhole indicated. Payment shall be made at the unit price bid and shall fully compensate the Contractor for all materials, labor, tools, equipment, and incidentals required to complete the work. Payment shall include,but not be limited to; excavation, dewatering, compaction, concrete foundation, manhole assembly,connections,cast iron frame and cover,adjustment to finish grade,concrete work,backfill, leakage testing, bypass pumping, and other work as required to complete the fiberglass manhole. Extra depth for a sanitary manhole over 6 feet in depth will be measured by the vertical foot of depth in excess of 6 feet and bid as "Extra Depth for Manhole (Wastewater)". Rehabilitation of existing manholes with fiberglass inserts shall be measured by each individual structure rehabilitated, and paid for at the unit price bid per each, of the size, type and depth specified, complete in-place, and meeting the approval of the Engineer. "Complete in-place" shall mean all labor,materials, tools, equipment and incidentals necessary to furnish and install the rigid fiberglass manhole inserts, make connections, grout the annular space with flowable grout, backfilling, leakage testing, and adjust the manholes to finish grade. 027205 Page 6 of 6 Rev.3-25-2015 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC SECTION 027402 REINFORCED CONCRETE PIPE CULVERTS 1. DESCRIPTION This specification shall govern the furnishing and placing of reinforced concrete pipe culverts and the material and incidental construction requirements for reinforced concrete pipe sewers. The culvert pipe shall be installed in accordance with the requirements of these specifications to the lines and grades shown on the plans, and shall be of the classes, sizes and dimensions shown thereon. The installation of pipe shall include all joints or connections to new or existing pipe, headwalls, etc., as may be required to complete the work. 2. MATERIALS 1. General. Except as modified herein, materials, manufacture and design of pipe shall conform to ASTM C-76 for Circular Pipe. All pipe shall be machine made or cast by a process which will provide for uniform placement of the concrete in the form and compaction by mechanical devices which will assure a dense concrete. Concrete shall be mixed in a central batch plant or other approved batching facility from which the quality and uniformity of the concrete can be assured. Transit mixed concrete will not be acceptable for use in precast concrete pipe. 2. Design. All pipe shall be Class III (Wall "B") unless otherwise specified on the plans. The shell thickness, the amount of circumferential reinforcement and the strength of the pipe shall conform to the specified class as summarized in ASTM C-76 for Circular Pipe. 3. Sizes and Permissible Variations. a. Variations in diameter, size, shape, wall thickness, reinforcement, placement of reinforcement, laying length and the permissible underrun of length shall be in accordance with the applicable ASTM Specification for each type of pipe as referred to previously. b. Where rubber gasket pipe joints are to be used, the design of the Joints and Permissible Variations in Dimensions shall be in accordance with ASTM C-443. 4. Workmanship and Finish. Pipe shall be substantially free from fractures, large or deep cracks and surface roughness. The ends of the pipe shall be normal to the walls and centerline of the pipe within the limits of variations allowed under the applicable ASTM specification. 5. Curing. Pipe shall be cured in accordance with the applicable ASTM Specification for each type of pipe as referred to above. 6. Marl-int. The following information shall be clearly marked on each section of pipe: 027402 Page 1 of 7 Rev.3-25-2015 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC a. The class of pipe. b. The date of manufacture. c. The name or trademark of the manufacturer. d. Marking shall be indented on the pipe section or painted thereon with waterproof paint. 7. Minimum Age for Shipment. Pipe shall be considered ready for shipment when it conforms to the requirements of the tests specified herein. 8. Inspection. The quality of materials, the process of manufacture, and the finished pipe shall be subject to inspection and approval by the Engineer at the pipe manufacturing plant. In addition, the finished pipe shall be subject to further inspection by the Engineer at the project site prior to and during installation. 9. Causes for Rejection. Pipe shall be subject to rejection on account of failure to conform to any of the specification requirements. Individual sections of pipe may be rejected because of any of the following: a. Fractures or cracks passing through the shell, except for a single end crack that does not exceed the depth of the joint. b. Defects that indicate imperfect proportioning, mixing and molding. c. Surface defects indicating honeycombed or open texture. d. Damaged ends, where such damage would prevent making a satisfactory joint. 10. Repairs. Pipe may be repaired if necessary, because of occasional imperfections in manufacture or accidental injury during the handling, and will be acceptable if, in the opinion of the Engineer, the repairs are sound and properly finished and cured and the repaired pipe conforms to the requirements of the specifications. 11. Rejections. All rejected pipe shall be plainly marked by the Engineer and shall be replaced by the Contractor with pipe that meets the requirements of these specifications. Such rejected pipe shall be removed immediately from the worksite. 12. Jointing Materials. Unless otherwise specified on the plans, the Contractor shall have the option of making the joints by any of the following methods: a. Ram-Nek, a pre-formed plastic base joint material manufactured by K. T. Knyder Company, Houston, Texas, or an approved equal. Use of Talcote as joint material will not be not permitted. Ram-Nek joint material and primer shall be supplied for 027402 Page 2 of 7 Rev.3-25-2015 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC use on pipe in the following sizes, which is the minimum that will be required. Additional Ram-Nek may be required if, in the opinion of the Engineer, a proper joint is not secured. Pipe Size Primer Per 100 Jts. Cut Lengths Per Joint 12" 1.5 gals. 1%2 pcs 1" x 2'-5" 15" 1.9 gals. 2 pcs 1" x 2'-5" 18" 2.7 gals. 1'/2 pcs 1'/2 " x 3'-5" 21" 3.8 gals. 2 pcs 11/2 " x 3'-5" 24" 6.2 gals. 2 pcs I'/2 " x 3'-5" 30" 8.5 gals. 21/2 pcs 1'/2 " x 3'-5" 36" 9.5 gals. 3 pcs 13/4" x 3'-5" 42" 12.0 gals. 3�/2 pcs 13/4" x 3'-5" 48" 15.0 gals. 4 pcs 13/4" x 3'-5" 54" 20.0 gals. 4�/2 pcs 13/4" x 3'-5" 60" 25.0 gals. 5 pcs 13/4" x 3'-5" 66" 30.0 gals. 5�/2 pcs 13/4" x 3'-5" 72" 32.0 gals. 6 pcs 2" x 3'-5" 84" 35.0 gals. 7 pcs 2" x 3'-5" b. TYLOX Types "C", "C-P" or "CR" rubber gaskets, as applicable, as manufactured by Hamilton Kent Manufacturing Company, Kent, Ohio, or approved equal. All gaskets, lubricants, adhesives, etc., shall be manufactured, constructed, installed, etc., as recommended by the manufacturer of the rubber gasket material and conform to ASTM Designation: C-443. In addition, the Contractor shall furnish to the City, for approval, manufacturer's brochures detailing the complete use, installation, and specifications of concrete pipe and rubber gaskets before any rubber gasket material is used on the project. All tubber gaskets shall be fabricated from synthetic rubber. c. Cement Mortar is prohibited from jointing pipe except at manholes, pipe junctions, etc., or where specifically approved by the Engineer. d. Geotextile for wrapping pipe joints shall be Class "A" subsurface drainage type in accordance with AASHTO M288. 027402 Page 3 of 7 Rev.3-25-2015 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 3. CONSTRUCTION METHODS Reinforced concrete pipe culverts shall be constructed from the specified materials in accordance with the following methods and procedures: 1. Excavation. All excavation shall be in accordance with the requirements of City Standard Specification Section 022020 "Excavation and Backfill for Utilities," except where tunneling or jacking methods are shown on the plans or permitted by the Engineer. When pipe is laid in a trench, the trench, when completed and shaped to receive the pipe, shall be of sufficient width to provide free working space for satisfactory bedding and jointing and thorough tamping of the backfill and bedding material under and around the pipe. The Contractor shall make such temporary provisions as may be necessary to insure adequate drainage of the trench and bedding during the construction operation. Pipe shall be placed such that the identification markings are visible at the top prior to backfill. 2. Bedding. The pipe shall be bedded in accordance with the bedding details shown on the drawings. Bedding shall not be measured for pay,but shall be subsidiary to other work. If the subgrade of the trench is unstable, even if this condition occurs at relatively shallow depths, full encasement of the pipe with crushed stone shall be required. 3. Lang Pipe. Unless otherwise authorized by the Engineer, the laying of pipe on the prepared foundation shall be started at the outlet (downstream) end with the spigot or tongue end pointing downstream, and shall proceed toward the inlet(upstream) end with the abutting sections properly matched, true to the established lines and grades. Where bell and spigot pipe are used, cross trenches shall be cut in the foundation to allow the barrel of the pipe to rest firmly upon the prepared bed. These cross trenches shall be not more than two inches larger than the bell ends of the pipe. Proper facilities shall be provided for hoisting and lowering the sections of pipe into the trench without disturbing the prepared foundation and the sides of the trench. The ends of the pipe shall be carefully cleaned before the pipe is placed. As each length of pipe is laid, the mouth of the pipe shall be protected to prevent the entrance of earth or bedding material. The pipe shall be fitted and matched so that when laid in the bed, it shall form a smooth, uniform conduit. When elliptical pipe with circular reinforcing or circular pipe with elliptical reinforcing is used, the pipe shall be laid in the trench in such position that the markings "TOP" or "BOTTOM" shall not be more than 5 degrees from the vertical plane through the longitudinal axis of the pipe. For pipe over 42 inches in diameter, the Contractor may drill two holes not larger than 2 inches in diameter, in the top of each section of the pipe, to aid in lifting and placing. The holes shall be neatly drilled, without spalling of the concrete, and shall be done without the cutting of any reinforcement. After the pipe is laid, the holes shall be filled with mortar and properly cured, and placed such that they are visible from the top for inspection prior to backfill. Multiple installations of reinforced concrete pipe shall be laid with the center lines of 027402 Page 4of7 Rev.3-25-2015 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC individual barrels parallel. When not otherwise indicated on plans, the following clear distances between outer surfaces of adjacent pipe shall be used. Diameter of Pipe 18" 24" 30" 36" 42" 48" 54" 60"to 84" Clear Distance Between Pipes 0'-9" 0'-11" 1'-1" 1'-3" 1'-5" 1'-7" 1'-11" 2'-0" 4. Jointing. a. If the use of Portland cement mortar joints is allowed, all pipe shall be jointed tight and sealed with stiff mortar, composed of one part Portland cement and two parts sand, so placed as to form a durable water-tight joint. The installation shall be as required by the Engineer. b. Joints using Rubber Gaskets: Where rubber gasket pipe joints are required by the plans, the joint assembly shall be made according to the recommendations of the gasket manufacturer. Water-tight joints will be required when using rubber gaskets. c. Joints using Cold-Applied Preformed Plastic Gaskets shall be made as follows: A suitable prime of the type recommended by the manufacturer of the gasket joint sealer shall be brush-applied to the tongue and groove joint surfaces and the end surfaces and allowed to dry and harden. No primer shall be applied over mud, sand or dirt or sharp cement protrusions. The surface to be primed must be clean and dry when primer is applied. Before laying the pipe in the trench, the plastic gasket sealer shall be attached around the tapered tongue or tapered groove near the shoulder or hub of each pipe joint. The paper wrapper shall be removed from one side only of the two-piece wrapper on the gasket and pressed firmly to the clean, dry pipe joint surface. The outside wrapper shall not be removed until immediately before pushing the pipe into its final position. When the tongue is correctly aligned with the flare of the groove, the outside wrapper on the gasket shall be removed and the pipe shall be pulled or pushed home with sufficient force and power (backhoe shovel, chain hoist, ratchet hoist or winch) to cause the evidence of squeeze-out of the gasket material on the inside or outside around the complete pipe joint circumference. The extruded gasket material shall be smoothed out over the joint on the exterior and interior of the pipe. Any joint material pushed out into the interior of the pipe that would tend to obstruct the flow shall be removed. (Pipe shall be pulled home in a straight line with all parts of the pipe on line and grade at all times.) Backfilling of pipe laid with plastic gasket joints may proceed as soon as the joint has been inspected and approved by the Engineer. Special precautions shall be taken in placing and compacting backfill to 027402 Page 5 of 7 Rev.3-25-2015 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC avoid damage to the joints. When the atmospheric temperature is below 60 degrees F, plastic joint seal gaskets shall either be stored in an area warmed to above 70 degrees F, or artificially warmed to this temperature in a manner satisfactory to the Engineer. Gaskets shall then be applied to pipe joints immediately prior to placing pipe in the trench, followed by connection to previously laid pipe. d. Pipe Joints for storm sewers shall be wrapped with geotextile material. The geotextile wrap shall be at least 2 feet wide and shall be centered on each joint. 5. After the pipe has been placed, bedded and jointed as specified, filling and/or backfilling shall be done in accordance with the applicable requirements of City Standard Specification Section 022020 "Excavation and Backfill for Utilities." If unstable conditions are encountered, fully encase the pipe with crushed stone as described above. When mortar joints are allowed, no fill or backfill shall be placed until the jointing material has been cured for at least six (6)hours. Special precautions shall be taken in placing and compacting the backfill to avoid any movement of the pipe or damage to the joints. For side drain culverts and all other culverts where joints consist of materials other than mortar, immediate backfilling will be permitted. 6. Unless otherwise shown on the plans or permitted in writing by the Engineer, no heavy earth moving equipment will be permitted to haul over the structure until a minimum of 4 feet of permanent or temporary compacted fill has been placed thereon. Pipe damaged by the Contractor's equipment shall be removed and replaced by the Contractor at no additional cost. 7. Cleaning and Television Inspection. All enclosed reinforced concrete pipe and manholes installed on this project shall be cleaned and televised in accordance with City Standard Specification Section 027611 "Cleaning and Televised Inspection of Conduits." 4. MEASUREMENT Unless otherwise specified on the Bid Form, reinforced concrete pipe will be measured by the linear foot. Such measurement will be made between the ends of the pipe barrel along its central axis. Where spurs or branches, or connections to existing pipe lines are involved, measurement of the spur or new connecting pipe will be made from the intersection of its center axis with the outside surfaces of the pipe into which it connects. Where inlets, headwalls, catch basins, manholes,junction chambers, or other structures are included in lines of pipe, that length of pipe tying into the structure wall will be included for measurement but no other portion of the structure length or width will be so included. For multiple pipes, the measured length will be the sum of the lengths of the barrels measured as prescribed above. 027402 Page 6 of 7 Rev.3-25-2015 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 5. PAYMENT Payment for reinforced concrete pipe measured as prescribed above will be made at the contract unit price bid per linear foot for the various sizes of 'Reinforced Concrete Pipe" of the class specified. Payment shall be full compensation for furnishing and transporting the pipe; hauling and placing of earth cushion material where required for bedding pipe; for the preparation and shaping of beds; for hauling, placing and jointing of pipes; for furnishing and installing geotextile pipe joint wrapping; for end finish; for all connections to existing and new structures; for cleaning and television inspection; and for all other items of materials, labor, equipment, tools, excavation, backfill and incidentals necessary to complete the culvert or storm sewer in accordance with the plans and these specifications. 027402 Page 7 of 7 Rev.3-25-2015 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC SECTION 027602 GRAVITY WASTEWATER LINES 1. DESCRIPTION This specification shall govern all work required for furnishing, handling and installing gravity wastewater lines required to complete the project. 2. MATERIALS A. Pipe and Fittings: 1. POLY-VINYL CHLORIDE (PVC) PIPE and fittings shall be in accordance with the following: 6" Gravity Sewer Pipe ASTM D3034 DR 26 8" Gravity Sewer Pipe ASTM D3034 DR 26 10"Gravity Sewer Pipe ASTM D3034 DR 26 12"Gravity Sewer Pipe ASTM D3034 DR 26 15"Gravity Sewer Pipe ASTM D3034 DR 26 18"Gravity Sewer Pipe ASTM F679 DR 26 24"Gravity Sewer Pipe ASTM F679 DR 26 30"Gravity Sewer Pipe ASTM F679 DR 26 36"Gravity Sewer Pipe ASTM F679 DR 26 PS 115 42"Gravity Sewer Pipe ASTM F679 DR35 PS46 48"Gravity Sewer Pipe ASTM F679 DR35 PS46 Pipe and fittings shall have push-on compression gasket joints in accordance with ASTM D3212 and shall be a non-blue color. 2. POLY-VINYL CHLORIDE (PVC) PRESSURE PIPE shall be AWWA C900 or C905 integral green (non-blue color) with a minimum pressure rating of not less than 150 psi, made of Class 12454-A or Class 12454-B virgin compounds, as defined in ASTM D1784. One (1) 20-ft. section of PVC pressure pipe, with appropriate adapters or as an encasing pipe over the carrier pipe, shall be used for gravity wastewater lines at all waterline crossings, and shall be centered under/over the waterline as indicated on the drawings. Maintain a minimum of 2 feet vertical clearance between outsides of pipes where a new waterline crosses over a new non-pressurized wastewater line. Maintain a minimum of 6 inches vertical clearance between outsides of pipes where a new waterline crosses over a pressurized wastewater line. In all instances of water crossing wastewater, center a joint of water pipe over the wastewater pipe such that a minimum of 9 feet of horizontal offset exists from each water joint to the wastewater carrier pipe. 027602 Page 1 of 6 Rev.7-1-2015 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Alternatively, at waterline crossings, the PVC gravity wastewater pipe may be encased in a 20-ft.joint of pressure pipe with a minimum pressure rating of 150 psi that is at least two nominal sizes larger than the carrier pipe. The carrier pipe shall be supported in the casing at five foot(5) intervals with spacers, or shall be filled to the spring line with clean washed sand. The casing pipe shall be centered under/ over the waterline as indicated on the drawings, and both ends of the casing shall be sealed with cement grout or manufactured seal. B. Bedding and Backfill Materials: 1. BEDDING AND INITIAL BACKFILL is that material from beneath the pipe to an elevation 12 inches above the top of the pipe. The bedding and initial backfill material shall be in accordance with Table 1 on Wastewater Standard Details, Sheet 3, unless otherwise specified. 2. FINAL BACKFILL is that material placed on the initial backfill. The material shall be in accordance with City Standard Specification Section 022020 "Excavation and Backfill for Utilities" and as shown on the standard details. 3. CONSTRUCTION METHODS A. Trench Excavation: See City Standard Specification Section 022020 "Excavation and Backfill for Utilities." B. Handling of Materials: 1. HANDLING AND CARE of pipe shall be the responsibility of the Contractor. Pipe shall be unloaded at the point of delivery, hauled to and distributed at the site by the Contractor. Materials shall be handled with care and in accordance with the manufacturer's recommendations. 2. STORAGE AND SECURITY of materials shall be provided by the Contractor. Any material delivered to the site that is not to be incorporated into the work within 10 working days shall be properly stored off the ground. Stacking and handling of materials shall be done as recommended by the manufacturer. 3. REJECTED OR DEFECTIVE materials are those having cracks, flaws or other defects. Rejected materials shall be marked by the Engineer and removed from the job site by the end of the day by the Contractor. 4. DISTRIBUTION OF MATERIALS at the work site shall be allowed provided that they are incorporated into the work within 10 working days. Materials shall not be placed on private property, unless written permission has been obtained from the owner by the Contractor. Materials shall not be placed within five feet of the back of curb or edge of pavement without permission of the Engineer or the designated representative. 027602 Page 2 of 6 Rev.7-1-2015 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC C. Alignment and Grade: 1. All pipe shall be laid and maintained to the required line and grade. 2. NO DEVIATIONS from design line and grade shall be allowed, unless authorized by the Engineer. 3. The Contractor shall provide offsets and cut sheets. The Contractor may use batter boards, laser, or other approved methods necessary to construct the wastewater line to design line and grade. D. Pipe Placement: 1. GENERAL: Proper implements, tools, etc., shall be used by the Contractor for safe and efficient execution of work. All pipes shall be carefully lowered into the trench by suitable equipment in such a manner as to prevent damage. Under no circumstances shall pipe be dropped or dumped into the trench. The Contractor shall not lay pipe in the trench until the bedding and condition of the trench have been approved by the Engineer. The trench shall be free of water and maintained in that condition until the pipe has been laid, the joints have been completed, and the initial backfill has been completed. All pipe markings shall be placed face up for inspection prior to backfill. 2. CLEAN PIPE: All foreign matter or dirt shall be removed from the interior of the pipe before lowering pipe into trench. The interior of pipe shall be maintained free of dirt during the remaining installation operations. E. Jointing Pipe: POLY-VINYL CHLORIDE (PVC) PIPE shall have mating surfaces of the gasketed joint wiped clean of dirt and foreign matter. A lubricant recommended by the coupling manufacturer shall be applied to the bell and spigot mating surfaces just prior to joining. The spigot shall then be centered on grade into the bell of the previous pipe and shall be shoved home to compress the joint and to assure a tight fit between the inner surfaces. Pipe shall not be assembled in reverse order by pushing bell onto spigot. When the pipe is being thusly installed, bell holes shall be excavated in the bedding material. When the joint has been made, the bell hole shall be carefully filled with material to provide for adequate support of the pipe. The spigot shall be centered within 1/4 inch of the home line marked on the spigot. F. Bedding and Initial Backfill: POLY-VINYL CHLORIDE (PVC) PIPE: Bedding and initial backfill of PVC pipe shall be in accordance with the details provided in the drawings. Bedding shall be well tamped regardless of type. The type of bedding required shall depend upon the depth of cut and ground water condition and shall be as specified below: 027602 Page 3 of 6 Rev.7-1-2015 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC BOTTOM OF TRENCH IN GROUNDWATER Depth of Cut Required Bedding Less than 20 feet Gravel or Crushed Stone Over 20 feet Crushed Stone BOTTOM OF TRENCH NOT IN GROUND WATER Depth of Cut Required Bedding Less than 15 feet Sand, Gravel, or Crushed Stone Less than 20 feet Gravel or Crushed Stone Over 20 feet Crushed Stone G. Final Backfill: See City Standard Specification Section 022020 "Excavation and Backfill for Utilities." H. Bypass Pumping: Contractor shall follow operational requirements for bypass pumping as set forth in Specification Section 027200 Control of Wastewater Flows. 4. TESTING AND CERTIFICATION A. Leakage Testing: (Required for all types of pipe) 1. EQUIPMENT FOR LEAKAGE TESTING shall be furnished and installed by the Contractor. The Contractor shall test the entire system for leaks. This work shall be witnessed by the Engineer. 2. POLY-VINYL CHLORIDE(PVC)PIPE shall be tested in accordance with Uni- Bell Plastic Pipe Association- Standard UNI-B-6 'Recommended Practice for Low- Pressure Air Testing of Installed Sewer Pipe"; the requirements of which are summarized by the following equation: T=0.00237D2L [Equation 1] Where: T=Minimum allowable time (seconds) for a pressure drop of one (1)psi gage pressure D=Nominal pipe diameter(inches) L=Length of pipe run(feet) The test section shall be plugged and subjected to a test pressure not in excess of five (5)psi. The time required for a one (1)psi pressure drop shall be measured and shall not exceed the value obtained in Equation 1 above. 027602 Page 4of6 Rev.7-1-2015 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC B. Deflection Testing: (Required for PVC Pipe) 1. EQUIPMENT FOR DEFLECTION TESTING shall be provided by the Contractor. Mandrels shall be provided by the Contractor and will be of machined rigid corrosion-resistant pipe with a length not less than 1.5 diameters. Mandrels will be sized for SDR 26 PVC pipe at 5% deflection. The outside diameter of the standard mandrels shall be as follows: Nominal Size (inches) Mandrel O.D. (inches) 8 7.11 10 8.87 12 10.55 15 12.90 18 15.76 21 18.56 24 20.87 27 23.51 30 27.14 2. TESTING shall be done by the Contractor and witnessed by the Engineer. All pipe shall be tested for deflection no less than 30 days after placement of backfill. The Contractor may wish to check pipe immediately after backfilling for job control. However, this shall not qualify as acceptance testing. No pipe can be tested for formal acceptance until it has been in place, complete with backfill, for at least 30 days. 3. Belly: Pipe shall be rejected if belly exceeds 5%based on the readings from the video inspection. C. Retesting: ANY DEFECTIVE WORK OR MATERIALS shall be corrected or replaced by the Contractor and retested. This shall be repeated until all work and materials are acceptable D. Cleaning and Televising: All wastewater lines and manholes installed on this project shall be cleaned and televised in accordance with Standard Specification Section 027611 "Cleaning and Televised Inspection of Conduits". 5. SOIL BORINGS The City does not assume responsibility for subsurface information. Soil data and other subsurface information, if shown on the drawings or in the appendix, are without warranty as to correctness of fact or interpretation. 027602 Page 5 of 6 Rev.7-1-2015 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 6. BRACING AND SHORING Trenching operation shall comply with Worker Safety Requirements for Excavation and Trenching Operations. If, for whatever reason, the trench width at the top of pipe must exceed that width indicated in the bedding details, the Contractor shall modify bedding as required by the Engineer to accommodate the additional load on the pipe. 7. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, gravity wastewater lines shall be measured by the linear foot for each size and depth of wastewater line installed, as follows: A. Between centers of manholes. B. From the center of a manhole to the end of the line. C. From the end of an existing stub to the end of the line or center of the existing manhole. Depth shall be measured from flow line of pipe to ground surface over centerline of the pipe at the time of construction. Measurements to be made at manholes, at intervals not to exceed fifty feet, and at breaks in ground profile. Bedding shall not be measured for pay, but shall be considered subsidiary to pipe, unless included as a separate bid item in the Bid Form. Unless otherwise specified on the Bid Form, de-watering shall not be measured for pay,but shall be considered subsidiary unless included as a separate bid item in the Bid Form for well-pointing. Payment shall be full compensation for all labor, materials, equipment, pipe, bedding, de-watering, hauling, trench excavation and backfill, leakage and deflection testing, cleaning, televising, bypass pumping, and all cleaning up and other incidentals necessary to install the pipe complete in-place. 027602 Page 6 of 6 Rev.7-1-2015 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC SECTION 027604 DISPOSAL OF WASTE FROM WASTEWATER CLEANING OPERATIONS 1. SCOPE: This specification governs all work required for disposal of waste from wastewater cleaning operations required to complete the project. 2. METHODS: Grit,rubble,dislodged bricks and other such inorganic waste that is removed during cleaning shall not be allowed to continue down stream of the operation. Organic solids that remain in suspension would be allowed to continue downstream through the wastewater system. A weir or other suitable trap shall be installed and maintained by the Contractor for the collection of such waste. This material shall be de-watered and delivered by the Contractor to a facility that is authorized to receive it. If this material is free of organic sludge and is sufficiently de-watered to pass the paint filter test,it would be acceptable for disposal at the Elliott Sanitary Landfill subject to prior approval of the facility and the associated disposal fees. The Contractor has the option of using the City's de-watering facilities. The City has six drying beds,each with a 1-foot high containment wall each with an area of about 2,300 square feet. These drying beds are at the Greenwood Wastewater Treatment Plant, 1541 Saratoga. The Contractor would be required to haul and handle the material to, at and from the facility as well as the restoration of drying beds. Restoration of the drying beds includes the removal of all the de- watered material and the replacement of the existing sand bed with new sand. All work required within the treatment plant, including the replacement of sand shall be in accordance with the requirements set forth by the Plant Supervisor. The use of the drying beds would be subject to prior approval of the facility and the associated de-watering fees. If the City's facilities are used for de-watering or disposal of waste, the Contractor shall be responsible for making contact with the appropriate Solid Waste or Wastewater Officials or both, making all arrangements for the use of City facilities, scheduling of delivery and pickup, etc. Materials and handling operations shall meet the requirements set forth by said Officials. Failure to meet these requirements shall be cause for rejection of the materials by either the landfill or the treatment plant operations. Proper disposal of this waste shall be responsibility of the Contractor. The Contractor shall provide the Engineer with written documentation of the proper disposal of this waste. 3. MEASUREMENT & PAYMENT: Unless otherwise specified on the Bid Form,this work shall be considered subsidiary to the project. 027604 Page 1 of 1 Rev.10-30-2014 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC SECTION 027606 WASTEWATER SERVICE LINES 1. SCOPE: This specification governs all work and materials necessary to construct the wastewater service lines required to complete the project. Wastewater service lines are those lines, constructed in public right-of-way, from the service tee on the main up to and including the cleanout at the property line. 2. MATERIALS: Pipe and fittings for wastewater service lines shall be PVC in accordance with ASTM D2665 and ASTM D3311 with a minimum size of 4 inches. Solvent cement for PVC shall comply with ASTM D2564. No co-mingling of different materials except through the use of proper adaptors. Adaptors shall have a stainless steel or fiberglass shear ring. 3. CONSTRUCTION METHODS: Where possible, service tees or wyes shall be placed along the main as required for services (no taps). The minimum size pipe for services shall be 4-inch diameter for residential and 6-inch diameter for commercial. Minimum slope for 4-inch pipes shall be 1/8 inch per foot(S=1%),and minimum slope for 6-inch pipes shall be 1/16 inch per foot(S= 0.5%). Wastewater service lines shall cross under water mains. The Contractor shall be responsible for establishing alignment and maintaining grade for the proposed service. Trenches shall be excavated in such a manner that will minimize damage to surface improvements. After installation,the excavated material shall be tamped into the trench to not less than the density specified in City Standard Specification Section 022020"Excavation and Backfill for Utilities,"and the surface restored to a condition acceptable to the Engineer. Wastewater service lines shall be bored, jetted or jacked under sidewalks, driveways, and other such improved surfaces, unless otherwise authorized by the Engineer. Service lines shall be leakage tested with the wastewater main. Contractor shall follow operational requirements for bypass pumping as set forth in Specification Section 027200 Control of Wastewater Flows 027606 Page 1 of 2 Rev.10-30-2014 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 4. MEASUREMENT AND PAYMENT: Unless otherwise specified on the Bid Form, wastewater service lines shall be measured as individual units for each connection made to the main. Payment shall include,but not be limited to, the line from the tee on the main to, and including,the cleanout at the property line. Payment shall be full compensation for all labor, materials, equipment, trench safety, bypass pumping and incidentals necessary for wastewater service lines required to complete the project. 027606 Page 2 of 2 Rev.10-30-2014 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC SECTION 027611 CLEANING AND TELEVISED INSPECTION OF CONDUITS 1. SCOPE This specification shall govern for all work, equipment, supervision and materials required to provide for cleaning and remote CCTV inspection and documentation of wastewater or other lines and manholes as required. 2. TECHNICAL REQUIREMENTS 2.1 General Closed circuit television inspection will typically be done under one or more of the conditions listed below. Requirements for on-screen labeling during each line segment set up, televising, video file labeling and hard copy inspection reports will be specifically addressed. The Contractor shall neither request nor receive assistance from the City, in the performance of work described in this specification. Unless otherwise specified and at Contractors expense, the Contractor shall provide for the control of wastewater flows and monitoring of the collection system for back-ups and surcharges, while flow control devices are in place. It shall be the responsibility of the Contractor(s) to adhere to all applicable OSHA rules and regulations while performing any and all City-related projects or jobs (to include,but not necessarily limited to "Confined Space Entry". 2.2 Inspection Equipment and Methods Electronic media shall be used to record the condition of all the segments of the mains and the manholes, tap locations and unusual situations during inspection. The inspection imaging shall be made on color professional grade DVD format for each line segment. All observations will require both audio and on-screen display. The camera shall transit through the wastewater line in either direction at a speed not greater than 30 feet per minute, stopping as necessary to permit proper documentation of the wastewater line's condition. Lighting for the camera shall be suitable to allow a clear picture of the entire periphery of the pipe. A television camera with pan and tilt capability will be required. The camera, television monitor, and other components of the video systems shall be capable of producing picture quality to the satisfaction of the City. The capture system shall have the capability of recording, digitizing and storing single frames of video images and "real time" live video, as well as collecting, storing and printing wastewater line inspection data for graphic display and report generation. The imaging capture system shall store digitized picture images, have the ability to export picture files to industry standard formats Opg, bmp, and tif), be transferable to DVD and be printed at no cost to the City. Use of proprietary software is discouraged; however, if the Contractor provides the software and 027611 Page 1 of 8 Rev.3-25-2015 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC three licenses to the City, proprietary software COMPATIBLE with the City's GIS and existing database systems in use may be approved. However, in every case all observations will be recorded using the City approved PACP codes. 2.3 Flow Control /By-Passim This procedure will be used on all previously accepted (City owned) line segments. Except for new wastewater line acceptance inspections, the line shall be dewatered during inspection. A water jet cleaning unit will normally be running in the line in advance of the television camera to allow the highest quality picture available. Dewatering shall remove standing water and fog from the line segment to provide 360 degree view of the pipe being televised. Too high water level or the camera being submerged will be grounds for rejection of the inspection. All wastewater flows from intersecting lines shall typically be controlled through the use of in-line plugs for vacuum trucks and are considered subsidiary to the inspection for all line sizes. Plugs in intersecting lines shall be installed by the Contractor with no assistance from the City. The Contractor shall also monitor the upstream system for back-ups and surcharges, which may lead to Sanitary Sewer Overflows (SSOs). The Contractor shall immediately report to the City Call Center (361) 826-2489 all sanitary sewer overflows. Flow Control devices shall be installed in accordance with all applicable OSHA requirements, including, but not necessarily limited to confined space protocol. 2.4 Evaluation of Existing Lines for Potential Repairs/Rehabilitation—Pre CCTV: Cleaning and televising using a CCTV camera may be needed to traverse each line segment from manhole to manhole as specified in the work order. When an obstruction prevents the camera from proceeding, the obstruction will be recorded on the initial setup and a reverse setup will be attempted to view the pipe and obstruction from the other side. If the camera fails to pass through the entire section, the inspection shall be considered complete and no additional inspection will be required. However, the line segment evaluation form, as well as the graphic report, shall note full line length and the length traveled from each manhole set-up. All inspection efforts on the line segment will be recorded on the same tape / disk. The Contractor must exert all reasonable effort to televise the entire length of a segment of wastewater line, or to assist the repair crews with usable information for point repair. Prior to transiting the line the video display initially is to include upstream and downstream manhole numbers, pipe size / material, adjacent street names and the date. During the transit the display must show the continuous distance from the insertion manhole with an accuracy of +1% of the actual length to help mark observations on the report form. The video must have narrative documentation of notable observations. The Inspection Report shall consist of condition observations recorded using City-approved computer software generated formats, generally conforming to NASSCO and PACP codes. Specifically, items considered notable include: deviations in alignment and grade; abnormal conditions of the pipe barrel and joints; locations 027611 Page 2 of 8 Rev.3-25-2015 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC and quantities of any sources of infiltration or inflow; dropped, broken, properly/ improperly installed service taps; debris, roots or other impediments to flow and any other condition that may prevent either the proper completion of the inspection, or affect any proposed rehabilitation process. Evaluation of existing lines includes associated manhole inspection. 2.5 Evaluation After Repairs /Rehabilitation Post CCTV: Following repairs or rehabilitation to existing lines (by Contractor), a CCTV camera shall travel through required line segment to televise. The intent of this process is to inspect the interior of the line to determine the location of repairs, and extent of any unacceptable work. Prior to transiting the line the video display initially is to include upstream and downstream manhole numbers, pipe size / material, adjacent street names and the date. During the transit the display must show the continuous distance from the insertion manhole with an accuracy of+/- 1% of the actual length to help mark observations on the report form. Specifically, items such as detailed inspection of the repaired area using pan-and- tilt equipment will be shown in the Inspection Report, including digital photographs of acceptable or inadequate and/or questionable work. The video must include narrative documentation of notable observations, and be cross referenced to the Inspection Report. The Inspection Report shall consist of condition observations recorded using City-approved computer-software generated formats conforming to NASSCO and PACP codes. 2.6 New Pipeline Inspection: Upon completion of the installation of new lines, including any appurtenances such as manholes, service connections, etc., a CCTV camera shall traverse through each completed line segment. The intent of this process is to inspect the interior of the completed line to determine the location of service taps and extent of omissions and/or any unacceptable work on the pipeline or manholes, such as sags, infiltration, gapped joints, protruding gaskets, etc. Prior to transiting the line, the initial video shall initially include the upstream and downstream manhole designations, pipe size, project name and other pertinent information. When inspecting / documenting new wastewater line conditions, the Contractor must conduct a specific inspection for the presence of sags in the newly installed line. The approved method involves the use of an inclinometer on the camera. The belly tolerance is 5% or less for acceptable pipe installation. Any deviation from the 5% belly tolerance limit must be approved by the applicable Utility Operating Department. The graphic report will note the start and stop of sags and approximate maximum depth. During the transit the display must show the continuous distance from the insertion manhole with an accuracy of +1% of the actual length to help mark observations on the Inspection Report form. The video must include narrative documentation of notable observations, and be cross referenced to the Inspection 027611 Page 3 of 8 Rev.3-25-2015 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Report. The Inspection Report shall consist of condition observations recorded using approved computer-software generated formats. Specifically, items such as deviations in alignment and grade causing bellies / sags; abnormal conditions of the pipe barrel and joints; locations and quantities of any sources of infiltration or inflow; dropped, broken, properly/ improperly installed service taps or any other condition that may assist the Utilities Department in determining the quality of the pipeline installation. 2.7 Manhole Inspection: A CCTV camera shall traverse the manhole from top to bottom to record the condition of the manhole and invert for structural condition and sources of infiltration on the manhole and invert. The initial video display must show the entry manhole number, location/ street address, date and depth. a. The requirement is to commence capturing video at ground level. The video must be steady while panning and lowering to clearly record condition of the ring, corbel, the walls, and pipeline penetrations. The camera is to rotate during descent to inspect typical conditions and all penetrations. At the bottom of the manhole the complete invert will be inspected / viewed for infiltration and general condition. A washed out picture due to sunlight or shaking will be rejected for payment b. This manhole information may be retained on the same DVD if the line segment is also being investigated, or, if inspection is issued as a separate work order, a separate DVD and report will be required. As with pipeline inspection, digital photographs of key points of note must accompany the report and DVD. These would include seals on pipeline penetration, infiltration locations and other anomalies. c. The format of the Manhole Inspection Report will be as proposed by the Contractor and, following discussion, mutually approved by the Utilities Department and the Contractor. A sample form is included at the end of this specification. It will contain as a minimum: location& I.D.number manhole diameter manhole material depth of manhole condition of ring/ cover evidence of infiltration condition of walls presence of inflow inhibitor condition of pipe mouths presence of coatings condition of invert location: street/ easement above invert penetrations 2.8 CCTV Set-up: a. A CCTV set-up includes all of the work, equipment, supervision,personnel, and materials needed to traverse a line segment. 027611 Page 4 of 8 Rev.3-25-2015 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 2.9 CCTV Reverse Sq-u . A CCTV reverse set-up is an attempt to view the line segment from the other side due to an obstruction encountered during the initial set-up. 3. CLEANING REQUIREMENTS 3.1 Clean ALL debris such as dirt, gravel, rocks, grease, roots and other organic/inorganic debris from existing lines and manholes to allow for inspection to proceed. The Contractor will be required to clean the line segment using hydraulic equipment. The debris being removed from the pipeline shall be removed from the collection system at the receiving manhole, and not be allowed to be merely moved to the next line segment. Debris shall be properly disposed of in accordance with local, state and federal regulations. The Contractor shall have the option of dewatering debris removed from cleaning operations on this project at the Greenwood WWTP, located at 1541 Saratoga Blvd., Corpus Christi, Texas 78415. The Contractor shall coordinate with the City Utilities Department at all times (see also City Standard Specification Section 027604 Disposal of Waste from Wastewater Cleaning Operations. The City has six drying beds, each with a 1-foot high containment wall each with an area of about 2,300 square feet. The Contractor would be required to haul and handle the material to, at and from the facility as well as the restoration of drying beds. Restoration of the drying beds includes the removal of all the de-watered material and the replacement of the existing sand bed with new sand. All work required within the treatment plant, including the replacement of sand shall be in accordance with the requirements set forth by the Plant Supervisor. The use of the drying beds would be subject to prior approval of the facility and the associated de-watering fees. If the City's facilities are used for de-watering or disposal of waste, the Contractor shall be responsible for making contact with the appropriate Solid Waste or Wastewater Officials or both, making all arrangements for the use of City facilities, scheduling of delivery and pickup, etc. Materials and handling operations shall meet the requirements set forth by said Officials. Contractor shall coordinate with the Wastewater Pre-Treatment Coordinator to acquire the appropriate manifest documentation and shall also provide a copy of the landfill disposal weight ticket/receipt to the Engineer. Failure to meet these requirements shall be cause for rejection of the materials by either the landfill or the treatment plant operations. Proper disposal of this waste shall be responsibility of the Contractor. The Contractor shall provide the Engineer with written documentation 027611 Page 5 of 8 Rev.3-25-2015 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC of the proper disposal of this waste. The Contractor shall not be paid until this documentation is provided. 4. DELIVERABLES 4.1 The Contractor is required to provide the Engineer both narrated CCTV DVD and computer software-generated Inspection Report products, as a result of each inspection. Acceptable submissions become the property of the City. a. Quality Control: camera distortion, inadequate lighting, dirty or submerged lens and blurry or hazy pictures determined to be the fault of the Contractor will be cause for rejection of the inspection effort. If the quality of the deliverables does not meet with City approval, the Contractor shall repeat the documenting process at no cost to the City. b. DVD: for each inspection, one properly labeled color, professional grade, DVD, recorded in standard play (SP) mode, will be required. The DVD will display continuous distance from the insertion manhole, and include narrative observations at notable points, with correlating information shown in the Inspection Report. Labeling of the DVD(s)will include, either typed or neatly printed the following information on the dust cover: Project Name Street Name Tape Number Contractor Upstream MH# Downstream MH# Date Survey/Post/New Work Order# Pipe Size Material Project# c. Inspection Reports: inspection reports are to be from City-approved and software-generated formats on 8�/2" x I F paper, in color to improve definition of problem areas, and delivered with the DVD. Each report shall include the same information as noted for the DVD labels, plus the following additional information: pipe diameter, pipe material, manhole diameters & depths, whether this is a "reverse" set-up, direction of flow arrow, and total length of the pipeline. Notable observations are to be shown in the report as digital color photos, with up to four images per page. One report is required for each line segment. Note that the final approval for the use of the Contractor's proposed software will be needed before the first inspection. The Contractor shall submit to the City a sample of the proposed report for review and approval by the City. 5. MEASUREMENT AND PAYMENT Unless otherwise specified on the Proposal, Pre-CCTV (Cleaning and Televised Inspection of existing lines to potentially be rehabilitated) and Post CCTV (Televised Inspection for acceptance of new lines or rehabbed lines) of Wastewater Lines shall not be measured for pay, but will be considered subsidiary to the appropriate bid item. 027611 Page 6 of 8 Rev.3-25-2015 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Cleaning and Televised Inspection of Wastewater Lines includes an inspection of all manholes entered, crossed, or associated with the line being inspected. Reverse CCTV Set-Up shall not be allowed for acceptance televising as obstructions should not be encountered in new pipe that would require the Contractor to relocate to another manhole (upstream or downstream) of the original manhole. 027611 Page 7 of 8 Rev.3-25-2015 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC SAMPLE TELEVISED INSPECTION REPORT FORM CITY OF CORPUS CHRISTI TELEVISED INSPECTION REPORT DATA REQUIREMENTS [On screen at start of each set-up and on Inspection Report] City's Project Name City's Project Number Contractor/Operator Date/"Time Televised DVD Number Upstream MH Location Downstream MH Location Upstream MH Number Downstream MH Number Upstream MH Depth Downstream MH Depth Pipe Size Pre-Rehab TV Y N Evaluation TV Y N' Post-Rehab TV Y N Reverse Set-up Y N Pipe Material DISTANCE FROM ENTRY POINT OBSERVATIONS/COMMENTS DVD LABELING REQUIREMENTS [On each DVD] City Project Name Upstream.Manhole No. City Project No. Downstream Manhole No. Street Name Pre Post Other DVD No. Date/Time Made Contractor 027611 Page 8 of 8 Rev.3-25-2015 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC SECTION 027614 CURED-IN-PLACE-PIPE(CIPP)FOR REHABILITATION OF GRAVITY WASTEWATER LINE 1. SCOPE This specification shall govern for all work necessary for installing CIPP required to complete the project. 2. REFERENCE SPECIFICATIONS This specification references ASTM D5813,ASTM F1216,ASTM D 2122,ASTM C581, and ASTM D790 which is made a part hereof by such reference and shall be the latest edition and revision thereof. ASTM F1216- Standard Practice for Rehabilitation of Existing Pipelines and Conduits by the Inversion and Curing of a Resin-Impregnated Tube, shall govem when not addressed by this specification. 3. GENERAL The CIPP shall be installed in an existing pipe and designed to provide chemical resistance, prevent exfiltration and infiltration, and support all external loads acting on it. The process is defined as the rehabilitation of wastewater lines by pull-in or inversion of a thermosetting resin impregnated flexible tube into existing wastewater pipe, with one layer or more, capable of carrying resin,withstand installation pressure and curing temperature,utilizing a water column. Curing is accomplished by circulating hot water(or other approved fluid)throughout the length of the new tube to cure the thermosetting resin into a hard impermeable pipe with the plastic coated outer layer that is compatible with the resin system used. The new pipe shall extend the full length of the original pipe (i.e. from manhole to manhole), and shall provide a structurally sound, jointless, closefitting, Cured-In-Place-Pipe without delamination or lifts, and with uniformly smooth interior providing hydraulic flow equal to or greater than the existing wastewater pipe in original condition. 4. MATERIALS Only materials from pre-approved manufacturers shall be allowed for this work. Pre-approved manufacturers are,Insituform,Inliner,and U-liner. CIPP shall be properly sized Type III cured-in-place thermosetting resin wastewater pipe in accordance with ASTM D5813. The tube shall consist of one or more layers of flexible needled felt or an equivalent nonwoven or woven material or a combination of nonwoven and woven materials, capable of carrying resin, withstanding installation pressures and curing temperatures. The flexible felt fiber tube shall be fabricated to a size that when installed it will neatly fit the internal circumference of the existing pipe specified by the Engineer. An allowance shall be made for some circumferential stretching during inversion. The minimum length shall effectively span the distance from the inlet to the outlet of the respective manholes unless otherwise specified. The Contractor shall verify the circumference of the host pipe and the lengths in the field before impregnation of the tube with the resin. Individual insertion runs 027614 Page 1 of 8 Rev.10-30-2014 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC can be made over one or more manhole sections as determined in the field by the Contractor and approved by the qualified factory field service representative and Construction Engineer. 4.1 Tube: The tube shall consist of one or more layers of flexible needled felt or an equivalent nonwoven or woven material or a combination of nonwoven and woven materials that are compatible with the resin system used and are capable of supporting and carrying resin. The tube shall be capable of withstanding installation procedures and curing temperatures. Longitudinal and circumferential joints between multiple layers of a tube should be staggered to not overlap. The tube shall be fabricated to fit its final in-place position in the existing pipe, with allowance for stretch as recommended by the tube manufacturer. The elongation or expansion of the flexible tube during installation, both longitudinally and circumferentially should be limited to 5-10%to minimize reduction of the finished wall thickness. 4.2 Tube Coating: The inside or outside surface, or both, of the tube shall be coated with a plastic flexible material that is compatible with the tube and the resin system used. The coating shall allow visual inspection of the proper impregnation of the tube fabric with resin. The final inside flexible plastic coating will form the inner layer of the finished pipe and is required to contain the impregnated resin in the tube. 4.3 CIPP Wall: The layers which constitute the pipe wall must be such that when the thermosetting resin cures the Cured-In-Place-Pipe has no delamination,dry spots or lifts. The minimum allowable wall thickness for CIPP shall be per Table 1 and as directed by the Engineer after review of TV inspection. (Table 1) Table 1 -Wall Thickness For CIPP H DR T (Ft) Sound Host Pipe Deteriorated Host Pipe <10 60 50 T—D 10-15 50 40 DR 15-20 45 35 20-25 40 30 >25 40 25 H,Height of cover over pipe(ft) DR,Dimension Ratio,D/T T=Wall Thickness of CIPP(in) D=Nominal Diameter(in) When cured, the CIPP must form a mechanical bond with the conduit and the wall color of the interior pipe surface of the CIPP after installation shall be a light reflective color so that a clear detailed examination with closed circuit television inspection equipment may be made. Unless otherwise specified,the Contractor shall furnish a general purpose,unsaturated,polyester resin, and catalyst system compatible with the inversion or pull-in process that provides cured physical strengths specified herein. The existing sewers, where designated or required shall be lined using material and workmanship which can be adapted to the restrictions of the work site. 027614 Page 2 of 8 Rev.10-30-2014 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC The Contractor shall not begin this phase of the work until there is sufficient material on hand to complete the job and required submittals as per 4.4 are submitted to the qualified factory field service representative and Construction Engineer,prior to use of the lining material. 4.4 Submittal: The following items shall have submittals and shall be in conformance with the requirements of Special Provisions. 4.4.1 RESIN: a. Submit technical data sheet showing physical and chemical properties for the proposed resin to be used in the project. b. Submit test results to show compliance with ASTM C581 - Standard Practice for Determining Chemical Resistance of Thermosetting Resins Used in Glass Fiber Reinforced Structures Intended for Liquid Services. 4.4.2 TUBE: a. Submit technical data sheet showing physical properties. 4.4.3 CIDP: a. Prepare and submit curing schedule. b. Submit copies of curing log sheets with temperature reading prior to curing, during curing and during cool down for each installation section. Must be submitted at least weekly. C. Submit, copies of all test results performed by the Contractor's Independent Testing Laboratory for test listed in Section 9,testing. d. Submit Contractor's Quality Control Plan and/or Procedures showing control conditions used during impregnation of the resin to ensure proper materials and proper dispersion is achieved in the wet out process. e. Submit pre-installation TV inspection video after cleaning, and Acceptance TV inspection video after rehabilitation as per City Standard Specification Section 027611. 5. CONSTRUCTION METHODS 5.1 Pre-Installation Procedures: The following installation procedures shall be adhered to unless otherwise approved by the City's Engineer. 5.1.1 Safety: The Contractor shall carry out his operations in strict accordance with all applicable OSHA standards. Particular attention is drawn to those safety requirements involving work on an elevated platform and entry into a confined space or the use of steam. 5.1.2 Access: It shall be the responsibility of the Contractor to locate and designate all manhole access points open and accessible for the work, and provide rights of access to these points. Traffic routing shall be per traffic control plan approved by the City Traffic Engineer. If a street must be closed to traffic because of the orientation of the sewer, the Contractor shall submit a proposed traffic control and detour plan for approval to the City Traffic Engineer. 027614 Page 3 of 8 Rev.10-30-2014 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 5.1.3 Pre-Installation Cleaning: It shall be the responsibility of the Contractor to remove all debris that is located within the wastewater pipe. The Contractor is responsible for the disposal of all debris removed from the sewers during the cleaning operation per City Standard Specification Section 027604. 5.1.4 Pre-Installation Inspection: Inspection of wastewater pipe shall be performed by experienced personnel trained in locating breaks, obstacles and service connections by closed circuit television inspection. The interior of the pipe shall be carefully inspected to determine that the line is free any conditions which may prevent proper installation of the CIPP. A videotape and log per Section City Standard Specification Section 027611 shall be submitted to the Engineer prior to installation. 5.1.5 Bypassing Wastewater: The Contractor shall provide for continuous sewage flow as necessary. Bypass pumping shall be made by plugging the line upstream and pumping the flow into a downstream manhole or adjacent system. The pump and bypass lines shall be of adequate capacity and size to handle the flow. Discharge into storm sewer shall not be allowed. All bypass pumping must be per City Standard Specification Section 027200 Control of Wastewater Flows. 5.1.6 Point Repairs & Line Obstructions: It shall be the responsibility of the Contractor to clear the line of obstructions such as solids, roots protruding service or other obstruction that would impede flow thru the CIPP. Displaced joints,missing portions of pipe or other occurrences that may not be rectified by thru-the-pipe methods shall be repaired as a point repair,when directed by the Engineer. The Contractor shall make a point repair excavation to uncover and remove or repair the obstruction. PVC pipe, in accordance with City Standard Specification Section 027602 Gravity Wastewater Lines, shall be used as a host replacement pipe for the CIPP. 5.1.7 Service: The Contractor shall maintain continuous wastewater service without disruptions. 5.1.8 Public Notification: A public notification program shall be implemented and shall, as a minimum, require the Contractor to be responsible for contacting each home or business connected to the wastewater line and informing them of the work to be conducted, and when their wastewater service will be affected. The Contractor shall provide the following: 5.1.8.1 Written notice to be delivered to each home or business describing the work, schedules, how it affects them, and a local telephone of the Contractor they can call to discuss the project or any problems which could arise. 5.1.8.2 Personal contact and attempted written notice the day prior to the beginning of work being conducted on the section relative to the residents affected. 5.1.8.3 Personal contact with any home or business which cannot be reconnected within the time stated in the written notice. 6. INSTALLATION PROCEDURES 027614 Page 4 of 8 Rev.10-30-2014 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 6.1 Wet-Out: The Contractor shall identify the location where the tube will be impregnated("wet- out") with resin using distribution rollers and vacuum to saturate the tube felt fiber thoroughly prior to installation. The Contractor shall allow the qualified factory field service engineer and Construction Engineer to inspect the materials and wet-out procedure at the designated location. A catalyst system or additive compatible with the resin and the tube shall be used. The amount of resin used for tube impregnation shall be sufficient to fill the volume of air voids in the tube with additional allowances for polymerization shrinkage and the loss of resin through cracks and irregularities in the original pipe wall. Handling of the resin-impregnated flexible tube to prevent resin setting until it is ready for insertion and during installation shall be the responsibility of the Contractor. A vacuum impre ang hon process shall be used. To insure a thorough wet-out, the point of vacuum shall be as recommended by the manufacturer and per ASTM F 1216. 6.2 Insertion: The wetted tube shall be inserted through an existing manhole or other approved access by means of an inversion or pull-in process and the application of a water column sufficient to fully extend it to the next designated manhole or termination point. The tube end shall initially be turned inside out and attached to a platform ring or standpipe. The inversion water column will be adjusted to be of sufficient height to cause the impregnated tube to invert from manhole-to-manhole and hold the tube tight against the existing pipe wall, to produce dimples at side connections,and flared ends at the manholes. If the pull-in method is used, the impregnated primary liner is towed into the host pipe through the existing manhole with a cable winch. The primary liner shall be floated into place virtually eliminating stresses on the material. Proper lubrication may be needed for longer and thicker liners. The secondary liner should then be inverted with the column of water to inflate the primary liner. This may extrude small amount of resin through the perforations of the outer coating of the primary liner. For the pull-in method, insertion of the new liner shall in no case exceed 800 linear feet. 6.3 Curing: After the insertion is completed, the Contractor shall supply a suitable heat source and water recirculation system capable of delivering hot water uniformly throughout the section to effect a consistent cure of the resin. The curing temperature shall be that recommended by the resin/catalyst system manufacturer and shall be maintained at such temperature. The Contractor shall follow a schedule to cure the liner and submit the schedule to the Engineer. The heat source shall be fitted with suitable monitors to gauge the temperature of the incoming and outgoing water supply. Another such gauge shall be placed between the impregnated tube and the invert of the original pipe at the inanhole(s) to determine the temperature during the resin curing process. The Contractor shall continue uninterrupted heating until the desired temperature is achieved, shall accurately measure temperatures at both ends of the pipe and maintain a curing log of CIPP temperatures at the upstream and downstream manholes during curing to document that proper temperatures and cure times have been achieved. Initial cure shall be considered completed when the exposed portions of the CIDP appear to be hard and the remote temperature sensing device indicates the cure period to be of adequate duration as recommended by the resin/catalyst system manufacturer and modified for the inversion process. 027614 Page 5 of 8 Rev.10-30-2014 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 6.4 Cool-Down: The Contractor shall cool the hardened CIPP to a temperature below 100 degrees Fahrenheit before relieving the water column. Cool water may be added to the water column while draining hot water from a small hole at the opposite end of the CIPP so that a constant water column height is maintained until cool-down is completed. Care shall be taken in the release of the water column so that a vacuum will not be developed that could damage the newly installed CIDP. Do not discharge water in excess of 100 degree Fahrenheit into the wastewater system. 6.5 Warran : The finished CIPP shall be continuous over the entire length of an inversion run and be free from visual defects such as foreign inclusions, dry spots, pinholes, lifts and delamination. It shall also meet the leakage requirements or pressure test specified below. The finished CIPP shall be warranted for one year after the acceptance of the Project. During the warranty period any defects which will affect the integrity or strength of the CIPP shall be repaired at the Contractor's expense in a manner mutually agreed to by the City and the Contractor. 7. SEALING OF MANHOLES If the CIPP fails to make a tight seal at a manhole,the Contractor shall apply a seal at that point. The seal shall be of a material compatible with the CIPP material. Do not leave any annular gaps. Seal the annular space with a 1/2 inch diameter activated oakum band soaked in chemical sealant. Seal any annular spaces greater than 1/2 inch with manhole wall repair material. Finish off the seal with a non-shrink all solids epoxy placed around the pipe opening from inside the manhole in a band at least 4 inches wide. Complete the sealing procedure for each liner segment immediately after the liner is cured. 8. SERVICE CONNECTIONS After the CIDP has been cured in place, the Contractor shall reopen the existing active service connections as designated by the Engineer. This shall generally be done without excavation, and in the case of non-man entry pipe, from the interior of the pipeline by means of a television camera and a robotic cutting device that reestablishes the service connection to not less than 100% capacity. Cutting devices that use high pressure water shall not be used since they may cause damage to the service. When fiberglass or other reinforcing fibers are used, that may cause wicking at service openings, the service opening edges must be sealed with a resin mixture compatible with the tube resin. The Contractor shall certify he has a minimum of two complete working cutter units plus spare key components on the site before each insertion. 9. TESTING 9.1 Chemical Resistance: The CIDP shall meet the chemical resistance requirements of ASTM F 1216, Appendix X2. The test specimens shall be capable of exposure for a minimum of one month at a temperature of 73.4°F. During this period the CIPP test specimens should lose no more than 20%of their initial flexural strength and flexural modulus when tested in accordance with Section 8 of ASTM F1216. In Appendix X2, Table X2.1 presents a list of chemical solutions that serve as a recommended minimum requirement for the chemical-resistant 027614 Page 6 of 8 Rev.10-30-2014 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC properties of CIPP in standard domestic wastewater applications. CIPP samples for testing shall be of tube and resin system similar to that proposed for actual construction. It is required that CIPP samples with and without plastic coating meet these chemical testing requirements. 9.2 Leakage Testing The water leakage testing of the CIPP shall be tested using an exfiltration test method, when directed by the Engineer. This test shall be in accordance with ASTM F 1216, 8.2. 9.3 Wall Thickness Test: This thickness shall be measured in accordance with ASTM D 2122. 9.4 Samples: Per ASTM F 1216. 8.1, the preparation of two CIPP samples is required for each insertion segment. One sample from each of the following two methods: 9.4.1 The sample should be cut from a section of cured CIPP at an intermediate manhole or at the termination point that has been inverted or pull-in through a like diameter pipe which has been held in place by a suitable heat sink, such as sandbags. 9.4.2 The sample should be fabricated from material taken from the tube and the resin/catalyst system used and cured in a clamped mold placed in the down tube when circulating heated water is used and in the silencer when steam is used. 9.4.3 The samples for each of these cases should be large enough to provide a minimum of three specimens and a recommended five specimens for flexural testing and also for tensile testing,if applicable. The Short-term Flexural(Bending)Properties testing should be in accordance with Test Methods ASTM D 790 and shall have a minimum flexural modulus of 250 ksi and a minimum tensile strength of 2500 psi. 9.4.4 The samples taken for the measurement of the liner thickness shall be as described in this Specification, section 9.3. 10. POST INSPECTION Post CCN of the CIPP rehabilitated line is required for acceptance inspection. 11. CLEAN-UP Prior to acceptance, the Contractor shall clean and restore the project area affected by these operations. 12. PATENTS The insertion process is patented and is installed by licensed Contractors. The Contractor shall warrant to the City and his Engineer that the methods, materials and equipment used herein, where covered by license is furnished in accordance with such license and the prices included 027614 Page 7 of 8 Rev.10-30-2014 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC on the Bid Form include applicable royalties and fees in accordance with such license. The Contractor shall warrant and save harmless the City and his Engineer against all claims for patent infringement and any loss thereof 13. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, Cured-In-Place Pipe for rehabilitation shall be measured and paid for by the linear foot, for each size (Nominal Diameter, DR, and Height of cover over host pipe) specified, complete in place. The liner will be measured and paid for based on the distance between centers of upstream and downstream manholes. Point repairs for CIPP shall not be measured for pay but will be considered subsidiary to any CIPP bid item. 027614 Page 8 of 8 Rev.10-30-2014 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC SECTION 027618 WASTEWATER LINE REHABILITATION/PIPEBURSTING 1. SCOPE This specification shall govern all work necessary to rehabilitate gravity wastewater lines by pipebursting,wherein a horizontal boring technique utilizing a cutting/expansive tool head fragments the existing pipe, and a fusion welded, high density polyethylene pipe is drawn into the resulting tunnel. 2. MATERIALS 2.1 Polyethylene: ASTM Designation: D-3350 with a cell classification of 335434B D or E(with inner wall of light color). In addition,the liner shall be manufactured of polyethylene resins classified as Type 111, Class C, Category 5, Grade P34, as tabulated in specifications in the older ASTM Designation, D-1248. This material shall also conform to the design criteria as specified in Plastic Pipe Institute (PPI) Designation: PE3408. 2.2 Dimensions: The pipe shall be (SDR 17, IPS) per ASTM F714 of the nominal diameter as shown on the plans and specified in the Bid Form, unless TCEQ requirements for water and wastewater line separation require pressure rated pipe of at least 150 psi, in which case DR 11, IPS pipe shall be utilized. At this pressure rating, a larger pipe may be required to maintain equivalent flow characteristics and hydraulic radius to the existing wastewater line. 2.3 Quality: All pipe shall be homogenous throughout, and shall be free of visible cracks, holes, foreign materials, blisters, or other deleterious faults. All materials shall be of the highest quality and highest performance. It shall be the product of a manufacturer actively engaged in research, development, and the manufacturer of said materials. 3. CONSTRUCTION METHODS 3.1 Pipe Jointing: Sections of the polyethylene (PE) liner pipe shall be joined by the butt-fusion method and performed in strict conformance with the pipe manufacturer's recommendations using approved equipment. The Contractor shall make arrangements to have a technical representative of the pipe manufacturer present for the start-up of the butt-fusion jointing and training of the contractor's personnel, or arrangements shall be made for the pipe manufacturer's representative to remain on the job until all jointing has been completed. When requested by the Engineer, samples of butt-fusion joints shall be furnished by the contractor for laboratory 027618 Page 1 of 4 Rev.3-25-2015 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC testing. The test of such samples shall clearly demonstrate joint integrity, strength, etc. 3.2 Insertion Pits: The location and number of insertion pits shall be determined by the Contractor to maximize insertion lengths and keep the number of excavations to a minimum. The insertion pit size shall be the minimum necessary to perform insertion operations. Locations of insertion pits shall be acceptable to the Engineer. Removal of obstructions and point repairs shall be done as necessary. This work shall be done in accordance with Section 022020 of the City Standard Specifications, "Excavation and Backfill for Utilities." 3.3 Pulling Pipe: New polyethylene pipe shall be pulled immediately behind the pipe bursting equipment in accordance with the manufacturer's procedures. The machine shall be specifically designed and manufactured for the pipe insertion process. The Contractor shall install all pulleys,rollers,bumpers, alignment control devices, and other equipment, required to protect existing manholes, and to protect the pipe from damage during installation. Lubrication may be used as recommended by the pipe manufacturer.Under no circumstances shall the pipe be stressed beyond 50%of its tensile strength at yield, that being 22,600 lb. for an 8" SDR 17 pipe. Provide a suitable pull measuring device connected to the winch or pulling system. Upon commencement,insertion shall be continuous without interruption,if possible. Terminal sections of pipe that are joined within the insertion pit shall be connected with a 1/4"thick neoprene gasket and a stainless steel band clamp having a minimum of 4 bolt/nut drawn down fixtures. The butt gap between pipe ends shall not exceed 1/2". The installed pipe shall be allowed the manufacturer's recommended amount of time, but not less than 24 hours, for relaxation prior to any reconnection of service lines, sealing of the annulus, or backfilling the insertion pit. Sufficient excess length shall be allowed to provide for this occurrence. 3.4 Service Connections: All service connections shall be identified, excavated, and disconnected prior to pipe bursting. After the new main has been pulled into place, allowed to recover, and secured to the manhole walls, each service shall be reconnected to the new main. Services shall be connected by the use of an approved pre-fabricated saddle. The pre-fabricated saddle shall be equipped with a neoprene gasket installed between the saddle and the liner pipe so that a complete water seal is accomplished when the two-piece saddle is placed around the polyethylene pipe and pulled together with stainless steel bands. Drill hole in main shall be flush with the inside diameter of the saddle. Continuous service shall be maintained. 027618 Page 2 of 4 Rev.3-25-2015 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 3.5 Annulus Sealing: The relaxed pipe shall be cut 4"inside of manholes and any annular space sealed. The annular space may be sealed with a mechanical device, chemical seal,or quick-setting concrete. The method chosen shall be approved by the Engineer prior to construction. The sealant shall extend at least 8-inches past the outside of the manhole wall. The sealant shall form a smooth transition above the liner projection into the manhole. The sealant shall be applied 3" beyond the annulus on the inside wall of the manhole. The complete joint shall be uniform and water-tight. 3.6 Backfill: The insertion pit(s) shall be backfilled with an approved granular material from the invert to a minimum of 12" above the pipe. The balance of the insertion pit may be backfilled using approved material taken from the excavation.All backfilling shall be accomplished in such a manner as to achieve a 95% Standard Proctor density. 3.7 By-Pass Wastewater Flows: It shall be the responsibility of the Contractor to maintain continuous flow of wastewater, during execution of work. This includes flow of all mains, laterals, and services. Pumps and by-pass lines shall be of adequate capacity to handle all flows. Dumping of raw sewage on private or city property shall not be allowed.By-pass shall be made by pumping the sewage into the downstream manhole or adjacent system, or other methods as may be approved by the Owner and the Engineer. All bypass pumping must be per City Standard Specification Section 027200 "Control of Wastewater Flows." 4. DELIVERY, STORAGE AND HANDLING OF MATERIALS: The Contractor shall be responsible for all handing and security of the materials. 5. CLEANUP: The Contractor shall clean up the area around the work area and restore surface improvements to a like or better condition as existed prior to construction. All pavement shall be repaired as specified. All broken pipe and other unwanted material shall become property of the Contractor and hauled off and disposed by the Contractor. 6. TELEVISION INSPECTION: Television inspection of pipeline shall be performed by experienced personnel,in accordance with City Standard Specification 027611. Television inspection shall be per the following: Post Construction video DVD of each wastewater line shall include voice description and stationing of each service indicated. Data and stationing shall be visually displayed on video. By-pass or diversion of flow shall be done by the Contractor as necessary to obtain acceptable video. 027618 Page 3 of 4 Rev.3-25-2015 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC If any portion of the inspection DVD be deemed inadequate by the City,the Contractor shall re-video that portion to the satisfaction of the City at no additional expense to the City. DVDs of all work shall be furnished to the City prior to acceptance of work. One copy shall become property of The City and retained by the City. 7. TESTING: After the proposed line has been completed, internally inspected with video camera and record as required. DVD shall be furnished to the City prior to acceptance of work. Manholes and services are to be tested as described elsewhere. 8. MEASUREMENT AND PAYMENT: Unless indicated otherwise in the Bid Form, Wastewater Rehabilitation / Pipebursting will be measured by the linear foot for each size and depth range installed. Payment shall include,but not be limited to, all materials, labor, equipment and incidentals required for(other than pavement repair) trenching,installing the new line, surface restoration,clean-up,televised inspection,and other work as may be required. 027618 Page 4 of 4 Rev.3-25-2015 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC SECTION 028040 SODDING 1. DESCRIPTION This specification shall govern all work necessary for furnishing and placing sod as required to complete the project. 2. MATERIALS Fertilizer: All fertilizer used shall be delivered in bags or containers with clearly marked analysis. A granulated fertilizer shall be used with an analysis of 10-20-10. These figures represent the percent of nitrogen, phosphoric acid and potash nutrients, respectively, as determined by the methods of the Association of Official Agricultural Chemists. The rate of application shall be not less than 350 pounds per acre (7.23 lb. per 100 SY). In the event that it is necessary to substitute a fertilizer with a different analysis, it shall be granulated fertilizer with a lower concentration. The total nutrients applied per unit area shall not be less that the specified amount of each nutrient. Sod: Sod shall consist of live Bermuda grass with thickly matted roots throughout the soil and with a minimum thickness of 3 inches or 0.25 foot, or live St. Augustine with thickly matted roots throughout the soil with a minimum thickness of 1 inch or 0.08 foot. The Contractor shall not use sod where grass is thinned out. Grass shall be mowed and raked to remove all weeds and long stems prior to extraction at the source. Sod and soil shall be kept moist at all times during the sodding process. Care must be taken at all times to retain native soil on the root system. Water: Water shall be free from oils, acids, alkalis, and salts that may inhibit grass growth. Unless indicated otherwise on the drawings, water shall be provided by the City and shall be transported and applied by the Contractor. 3. CONSTRUCTION METHODS Spot Sodding Prior to planting, the area to be sodded shall be graded and shaped. Squares of sod with a minimum width of 3 inches shall be planted in rows on 15-inch centers in both directions. Sod shall be placed so that it is firmly against the bottom of the hole, and the top of the sod shall not be more than 1/2 inch below finished grade. Soil shall be firmly packed against all sides of the sod. Soil shall not be allowed to cover the sod except for soil incidental to raking, provided that the quantity of soil is not enough to hinder the growth. Areas to be spot sodded shall be indicated on the drawing or as directed by the Engineer in field. After sod has been planted,the area shall be fertilized and watered. 028040 Page 1 of 2 Rev.3-25-2015 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Block Soddin . Prior to planting, the area to be sodded shall be graded and shaped. Sod blocks shall be uniformly placed over the prepared area. The sodded area shall then be fertilized and watered. After the area is sufficiently dry, the area shall be rolled or tamped to form a thoroughly compacted mat. Any voids in the mats shall be filled with additional sod and tamped. If, in the opinion of the Engineer, slopes may cause displacement, areas to be block sodded shall be indicated on the drawings or as directed by the Engineer in the field. Mulch Sodding: The sod source shall be disked in two directions cutting the sod thoroughly to a depth of not less than 4 inches or more than 10 inches, being careful to avoid having soil containing no grass roots. The disked sod may be windrowed or otherwise handled in a manner satisfactory to the Engineer. The material shall be rejected if not kept in a moist condition. Prior to placing mulch sod, the cut slopes shall be scarified by plowing furrows 4 inches to 6 inches deep along horizontal slope lines at 2-foot vertical intervals. Excavated material from the furrows shall not protrude more than 3 inches above the original surface of the cut. Fertilizer shall be distributed uniformly over the area. The sod shall then be dumped upon the prepared area and spread uniformly to the required approximate thickness shown on the plans. Any section not true to lines and cross section shall be remedied by the addition of sod material. After the sod material has been spread and shaped, it shall be compacted with a corrugated roller of the "Cultipacker" type. All rolling of slope areas shall be on the contour. The area to be mulch sodded shall be indicated on the drawings or as directed by the Engineer in the field. 4. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, spot sodding and block sodding shall be measured by the square yard taken in a horizontal plane. Payment shall include, but not be limited to, excavation, transporting, storing and placing of sod, and application of fertilizer and water. 028040 Page 2 of 2 Rev.3-25-2015 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC SECTION 028300 FENCE RELOCATION 1. DESCRIPTION This specification shall govern all work necessary to accomplish the relocation of any fence that needs to be moved to complete this project. The necessity and the time schedule for relocation of any given fence shall be determined by the Engineer. 2. MATERIALS Whenever possible, all or part of the existing fence materials shall be used in constructing the relocated fence. Any materials damaged or destroyed as a result of removal of the fence from its existing location shall be replaced with materials of equal or better quality at the expense of the contractor. 3. CONSTRUCTION METHODS It is the intent of this specification that fences be reconstructed to original condition (condition at time just prior to cominencement of construction on this project). Unless otherwise specified, no fence shall be replaced until the area surrounding its new location has been worked to its finished grade. Any fence that is damaged while being removed shall be repaired prior to being reset or replaced with like kind. 4. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, fence relocation shall be measured by the linear foot of relocated fence (not fence removed from original location). Payment shall constitute full compensation for removal, replacement, necessary repairs, and all other work related to the relocation of fences. 028300 Page 1 of 1 Rev.10-30-2014 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC SECTION 030020 PORTLAND CEMENT CONCRETE 1. DESCRIPTION This specification shall govern for the materials used; for the storing and handling of materials; and for the proportioning and mixing of concrete for culverts, manholes, inlets, curb and gutter, sidewalks, driveways, curb ramps, headwalls and wingwalls, riprap, and incidental concrete construction. The concrete shall be composed of Portland cement, aggregates (fine and coarse), admixtures if desired or required, and water, proportioned and mixed as hereinafter provided. 2. MATERIALS (1) Cement The cement shall be either Type I, II or III Portland cement conforming to ASTM Designation: C150,modified as follows: Unless otherwise specified by the Engineer, the specific surface area of Type I and II cements shall not exceed 2000 square centimeters per gram (Wagner Turbidimeter— TxDOT Test Method Tex-310-D). For concrete piling, the above limit on specific surface area is waived for Type 11 cement only. The Contractor shall furnish the Engineer, with each shipment, a statement as to the specific surface area of the cement expressed in square centimeters per gram. For cement strength requirements, either the flexural or compressive test may be used. Either Type I or II cement shall be used unless Type II is specified on the plans. Except when Type 11 is specified on the plans, Type III cement may be used when the anticipated air temperature for the succeeding 12 hours will not exceed 60°F. Type III cement may be used in all precast prestressed concrete, except in piling when Type II cement is required for substructure concrete. Different types of cement may be used in the same structure, but all cement used in any one monolithic placement shall be of the same type and brand. Only one brand of each type will be permitted in any one structure unless otherwise authorized by the Engineer. Cement may be delivered in bulk where adequate bin storage is provided. All other cement shall be delivered in bags marked plainly with the name of the manufacturer and the type of cement. Similar information shall be provided in the bills of lading accompanying each shipment of packaged or bulk cement. Bags shall contain 94 pounds net. All bags shall be in good condition at time of delivery. All cement shall be properly protected against dampness. No caked cement will be accepted. Cement remaining in storage for a prolonged period of time may be retested and rejected if it fails to conform to any of the requirements of these specifications. 030020 Page 1 of 13 Rev.10-30-2014 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC (2) Mixing Water for use in concrete and for curing shall be free from oils, acids, organic matter or other deleterious substances and shall not contain more than 1000 parts per million of chlorides as CL nor more than 1000 parts per million of sulfates as 5O4. Water from municipal supplies approved by the State Health Department will not require testing,but water from other sources will be sampled and tested before use in structural concrete. Tests shall be made in accordance with the "Method of Test for Quality of Water to be Used in Concrete" (AASHTO Method T26), except where such methods are in conflict with provisions of this specification. (3) Coarse Aggregate Coarse aggregate shall consist of durable particles of gravel, crushed blast furnace slag, crushed stone, or combinations thereof, free from frozen material or injurious amount of salt, alkali, vegetable matter, or other objectionable material either flee or as an adherent coating; and its quality shall be reasonably uniform throughout. It shall not contain more than 0.25 percent by weight of clay lumps, nor more than 1.0 percent by weight of shale, nor more than 5 percent by weight of laminated and/or friable particles when tested in accordance with TxDOT Test Method Tex-413-A. It shall have a wear of not more than 40 percent when tested in accordance with TxDOT Test Method Tex-410-A. Unless otherwise specified on the plans, coarse aggregate will be subjected to five cycles of the soundness test in accordance with TxDOT Test Method Tex-411-A. The loss shall not be greater than 12 percent when sodium sulfate is used, or 18 percent when magnesium sulfate is used. Permissible sizes of aggregate shall be governed by Table 4 and Table 1, except that when exposed aggregate surfaces are required, coarse aggregate gradation will be as specified on the plans. When tested by approved methods, the coarse aggregate, including combinations of aggregates when used, shall conform to the grading requirements shown in Table 1. 030020 Page 2 of 13 Rev.10-30-2014 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC TABLE 1 Coarse Aggregate Gradation Chart Percent Retained on Each Sieve Aggregate Nominal 2-'/2 2 1-'/z 1 3/4 1/2 3/8 Grade No. Size In. In. In. In. In. In. In. No. 4 No. 8 1 2 in. 0 0 to 15 60 to 95 to 20 to 80 100 50 2(467)* 1-�/2 in. 0 0 30 to 70 95 to to 65 to 100 5 90 4 (57)* 1 in. 0 0 40 90 to 95 to to to 100 100 5 75 8 3/8 in. 0 0 to 35 to 90 to 5 80 100 *Numbers in parenthesis indicate conformance with ASTM C33. The aggregate shall be washed. The Loss by Decantation (TxDOT Test Method Tex-406-A) plus the allowable weight of clay lumps, shall not exceed one percent, or the value shown on the plans, whichever is smaller. (4) Fine Aggregate Fine aggregate shall consist of clean,hard, durable and uncoated particles of natural or manufactured sand or a combination thereof, with or without a mineral filler. It shall be free from frozen material or injurious amounts of salt, alkali, vegetable matter or other objectionable material and it shall not contain more than 0.5 percent by weight of clay lumps. When subjected to the color test for organic impurities (TxDOT Test Method Tex-408-A),it shall not show a color darker than standard. The fine aggregate shall produce a mortar having a tensile strength equal to or greater than that of Ottawa sand mortar when tested in accordance with TxDOT Test Method Tex-317-D. Where manufactured sand is used in lieu of natural sand for slab concrete subject to direct traffic,the acid insoluble residue of the fine aggregate shall be not less than 28 percent by weight when tested in accordance with TxDOT Test Method Tex-612-J. When tested by approved methods, the fine aggregate or combination of aggregates, including mineral filler, shall conform to the grading requirements shown in Table 2. 030020 Page 3 of 13 Rev.10-30-2014 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC TABLE 2 Fine Aggregate Gradation Chart Percent Retained on Each Sieve Aggregate Grade No. 3/8 In. No. 4 No. 8 No. 16 No. 30 No. 50 No. 100 No. 200 1 0 0 to 5 0 to 20 15 to 50 35 to 75 70 to 90 90 to 100 97 to 100 NOTE 1: Where manufactured sand is used in lieu of natural sand,the percent retained on the No. 200 sieve shall be 94 to 100. NOTE 2: Where the sand equivalent value is greater than 85, the retainage on the No. 50 sieve may be 70 to 94 percent. Fine aggregate will be subjected to the Sand Equivalent Test (TxDOT Test Method Tex-203-F). The sand equivalent shall not be less than 80 nor less than the value shown on the plans, whichever is greater. For concrete Classes `A' and `C', the fineness modulus as defined below for fine aggregates shall be between 2.30 and 3.10. The fineness modulus will be determined by adding the percentages by weight retained on the following sieves, and dividing by 100; Nos. 4, 8, 16, 30, 50 and 100. (5) Mineral Filler Mineral filler shall consist of stone dust, clean crushed sand, or other approved inert material. (6) Mortar(Grout) Mortar for repair of concrete shall consist of 1 part cement, 2 parts finely graded sand, and enough water to make the mixture plastic. When required to prevent color difference,white cement shall be added to produce the color required. When required by the Engineer, latex adhesive shall be added to the mortar. (7) Admixtures Calcium Chloride will not be permitted. Unless otherwise noted, air-entraining, retarding and water- reducing admixtures may be used in all concrete and shall conform to the following requirements: A "water-reducing, retarding admixture" is defined as a material which, when added to a concrete mixture in the correct quantity, will reduce the quantity of mixing water required to produce concrete of a given consistency and will retard the initial set of the concrete. A "water-reducing admixture" is defined as a material which, when added to a concrete mixture in the correct quantity, will reduce the quantity of mixing water required to produce concrete of a given 030020 Page 4 of 13 Rev.10-30-2014 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC consistency. (a) Retarding and Water-Reducing Admixtures. The admixture shall meet the requirements for Type A and Type D admixture as specified in ASTM Designation: C494,modified as follows: (1) The water-reducing retarder shall retard the initial set of the concrete a minimum of 2 hours and a maximum of 4 hours, at a specified dosage rate, at a temperature of 90°F. (2) The cement used in any series of tests shall be either the cement proposed for specific work or a "reference" Type I cement from one mill. (3) Unless otherwise noted on the plans, the minimum relative durability factor shall be 80. The air-entraining admixture used in the referenced and test concrete shall be neutralized Vinsol resin. (b) Air-Entraining Admixture. The admixture shall meet the requirements of ASTM Designation: C260,modified as follows: (1) The cement used in any series of tests shall be either the cement proposed for specific work or a "reference" Type I cement from one mill. (2) Unless otherwise noted on the plans, the minimum relative durability factor shall be 80. The air-entraining admixture used in the referenced concrete shall be neutralized Vinsol resin. 3. STORAGE OF CEMENT All cement shall be stored in well-ventilated weatherproof buildings or approved bins, which will protect it from dampness or absorption of moisture. Storage facilities shall be ample, and each shipment of packaged cement shall be kept separated to provide easy access for identification and inspection. The Engineer may permit small quantities of sacked cement to be stored in the open for a maximum of 48 hours on a raised platform and under waterproof covering. 4. STORAGE OF AGGREGATE The method of handling and storing concrete aggregate shall prevent contamination with foreign materials. If the aggregates are stored on the ground, the sites for the stockpiles shall be clear of all vegetation and level. The bottom layer of aggregate shall not be disturbed or used without recleaning. 030020 Page 5 of 13 Rev.10-30-2014 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC When conditions require the use of two or more sizes of aggregates, they shall be separated to prevent intermixing. Where space is limited, stockpiles shall be separated by physical barriers. Methods of handling aggregates during stockpiling and subsequent use shall be such that segregation will be minimized. Unless otherwise authorized by the Engineer, all aggregate shall be stockpiled at least 24 hours to reduce the free moisture content. 5. MEASUREMENT OF MATERIALS The measurement of the materials, except water, used in batches of concrete, shall be by weight. The fine aggregate, coarse aggregate and mineral filler shall be weighed separately. Where bulk cement is used, it shall be weighed separately, but batch weighing of sacked cement will not be required. Where sacked cement is used, the quantities of material per batch shall be based upon using full bags of cement. Batches involving the use of fractional bags will not be permitted. Allowance shall be made for the water content in the aggregates. Bags of cement varying more than 3 percent from the specified weight of 94 pounds may be rejected, and when the average weight per bag in any shipment, as determined by weighing 50 bags taken at random, is less than the net weight specified, the entire shipment may be rejected. If the shipment is accepted, the Engineer will adjust the concrete mix to a net weight per bag fixed by an average of all individual weights which are less than the average weight determined from the total number weighed. 6. CLASSIFICATION AND MIX DESIGN It shall be the responsibility of the Contractor to furnish the mix design, using a coarse aggregate factor acceptable to the Engineer, for the class(es) of concrete specified. The mix shall be designed by a qualified concrete technician to conform with the requirements contained herein and in accordance with the THD Bulletin C-11. The Contractor shall perform, at his own expense, the work required to substantiate the design, except the testing of strength specimens, which will be done by the Engineer. Complete concrete design data shall be submitted to the Engineer for approval. It shall also be the responsibility of the Contractor to determine and measure the batch quantity of each ingredient, including all water, so that the mix conforms to these specifications and any other requirements shown on the plans. Trial batches will be made and tested using all of the proposed ingredients prior to placing the concrete, and when the aggregate and/or brand of cement or admixture is changed. Trial batches shall be made in the mixer to be used on the job. When transit mix concrete is to be used, the trial designs will be made in a transit mixer representative of the mixers to be used. Batch size shall not be less than 50 percent of the rated mixing capacity of the truck. Mix designs from previous or concurrent jobs may be used without trial batches if it is shown that no 030020 Page 6 of 13 Rev.10-30-2014 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC substantial change in any of the proposed ingredients has been made. The coarse aggregate factor shall not be more than 0.82, except that when the voids in the coarse aggregate exceed 48 percent of the total dry loose volume, the coarse aggregate factor shall not exceed 0.85. The coarse aggregate factor shall not be less than 0.70 for Grades 1, 2 and 3 aggregates. If the strength required for the class of concrete being produced is not secured with the cement specified in Table 4, the Contractor may use an approved water-reducing or retarding admixture, or he shall furnish aggregates with different characteristics which will produce the required results. Additional cement may be required or permitted as a temporary measure until the redesign is checked. Water-reducing or retarding agents may be used with all classes of concrete at the option of the Contractor. When water-reducing or retarding agents are used at the option of the Contractor, reduced dosage of the admixture will be permitted. Entrained air will be required in accordance with Table 4. The concrete shall be designed to entrain 5 percent air when Grade 2 coarse aggregate is used and 6 percent when Grade 3 coarse aggregate is used. Concrete as placed in the structure shall contain the proper amount as required above with a tolerance of plus or minus 1.5 percentage points. Occasional variations beyond this tolerance will not be cause for rejection. When the quantity of entrained air is found to be above 7 percent with Grade 2 coarse aggregate or above 8 percent for Grade 3 coarse aggregate, additional test beams or cylinders will be made. If these beams or cylinders pass the minimum flexural or compressive requirements,the concrete will not be rejected because of the variation in air content. 7. CONSISTENCY In cases where the consistency requirements cannot be satisfied without exceeding the maximum allowable amount of water,the Contractor may use, or the Engineer may require, an approved water- reducing or retarding agent, or the Contractor shall furnish additional aggregates or aggregates with different characteristics,which will produce the required results. Additional cement may be required-- or equiredor permitted as a temporary measure until aggregates are changed and designs checked with the different aggregates or admixture. The consistency of the concrete as placed should allow the completion of all finishing operations without the addition of water to the surface. When field conditions are such that additional moisture is needed for the final concrete surface finishing operation, the required water shall be applied to the surface by fog spray only, and shall be held to a minimum. The concrete shall be workable, cohesive, possess satisfactory finishing qualities, and of the stiffest consistency that can be placed and vibrated into a homogenous mass. Excessive bleeding shall be avoided. Slump requirements will be as specified in Table 3. 030020 Page 7 of 13 Rev.10-30-2014 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC TABLE 3 Slump Requirements Concrete Designation Desired Slump Max. Slump Structural Concrete: (1) Thin-Walled Sections (9" or less) 4 inches 5 inches (2) Slabs, Caps, Columns,Piers, Wall Sections over 9", etc. 3 inches 4 inches Underwater or Seal Concrete 5 inches 6 inches Riprap, Curb, Gutter and Other Miscellaneous Concrete 2.5 inches 4 inches NOTE: No concrete will be permitted with slump in excess of the maximums shown. S. QUALITY OF CONCRETE General The concrete shall be uniform and workable. The cement content, maximum allowable water- cement ratio, the desired and maximum slump and the strength requirements of the various classes of concrete shall conform to the requirements of Table 3 and Table 4 and as required herein. During the process of the work, the Engineer or his designated representative will cast test cylinders or beams as a check on the compressive or flexural strength of the concrete actually placed. Test cylinders must be picked up by the testing lab within 24 hours. A test shall be defined as the average of the breaking strength of two cylinders or two beams, as the case may be. Specimens will be tested in accordance with TxDOT Test Methods Tex-418-A or Tex-420-A. Test beams or cylinders will be required as specified in the contract documents. For small placements on structures such as manholes, inlets, culverts, wingwalls, etc., the Engineer may vary the number of tests to a minimum of one for each 25 cubic yards placed over a several day period. All test specimens, beams or cylinders, representing tests for removal of forms and/or falsework shall be cured using the same methods, and under the same conditions as the concrete represented. "Design Strength"beams and cylinders shall be cured in accordance with THD Bulletin C-11. The Contractor shall provide and maintain curing facilities as described in THD Bulletin C-11 for the purpose of curing test specimens. Provision shall be made to maintain the water in the curing tank at temperatures between 70°F and 90°F. When control of concrete quality is by twenty-eight-day compressive tests, job control will be by seven-day compressive tests which are shown to provide the required twenty-eight-day strength, based on results from trial batches. If the required seven-day strength is not secured with the cement 030020 Page 8 of 13 Rev.10-30-2014 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC specified in Table 4, changes in the batch design will be made. TABLE 4 Classes of Concrete Minimum Class Compressive Min, Beam Maximum Coarse of Sacks Cement Strength(Pc) Strength Water-Cement Aggregate Concrete per C.Y. (min.) 28-Day(psi) 7-Day(psi) Ratio (gal/sack) No. A* 5.0 3000 500*** 6.5 2-4-8**** B* 4.5 2500 417 8.0 2-4-8**** C* 6.0 3600 600*** 6.0 1-2-4** D 6.0 3000 500 7.0 2-4 S 6.5 4000 570 5.0 2-4 *Entrained Air(slabs, piers and bent concrete). **Grade 1 Coarse Aggregate may be used in foundation only(except cased drilled shafts). ***When Type II Cement is used with Class C Concrete, the 7-day beam break requirement will be 550 psi; with Class A Concrete,the minimum 7-day beam break requirement will be 460 psi. ****Permission to use Grade 8 Aggregate must have prior approval of the Engineer. 9. MIXING CONDITIONS The concrete shall be mixed in quantities required for immediate use. Any concrete which is not in place within the limits outlined in City Standard Specification Section 038000 "Concrete Structures", Article "Placing Concrete-General", shall not be used. Retamping of concrete will not be permitted. In threatening weather, which may result in conditions that will adversely affect the quality of the concrete to be placed, the Engineer may order postponement of the work. Where work has been started and changes in weather conditions require protective measures, the Contractor shall furnish adequate shelter to protect the concrete against damage from rainfall, or from freezing temperatures. If necessary to continue operations during rainfall, the Contractor shall also provide protective coverings for the material stockpiles. Aggregate stockpiles need be covered only to the extent necessary to control the moisture conditions in the aggregates to adequately control the consistency of the concrete. 10. MIXING AND MIXING EQUIPMENT All equipment, tools, and machinery used for hauling materials and performing any part of the work shall be maintained in such condition to insure completion of the work underway without excessive delays for repairs or replacements. The mixing shall be done in a batch mixer of approved type and size that will produce uniform 030020 Page 9 of 13 Rev.10-30-2014 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC distribution of the material throughout the mass. Mixers may be either the revolving drum type or the revolving blade type, and shall be capable of producing concrete meeting the requirements of these specifications. After all the ingredients are assembled in the drum, the mixing shall continue not less than 1 minute for mixers of one cubic yard or less capacity plus 15 seconds for each additional cubic yard or portion thereof The mixer shall operate at the speed and capacity designated by the Mixer Manufacturers Bureau of the Associated General Contractors of America. The mixer shall have a plate affixed showing the manufacturer's recommended operating data. The absolute volume of the concrete batch shall not exceed the rated capacity of the mixer. The entire contents of the drum shall be discharged before any materials are placed therein for the succeeding batch. The first batch of concrete materials placed in the mixer for each placement shall contain an extra quantity of sand, cement and water sufficient to coat the inside surface of the drum. Upon the cessation of mixing for any considerable length of time, the mixer shall be thoroughly cleaned. The concrete mixer shall be equipped with an automatic timing device which is put into operation when the skip is raised to its full height and dumping. This device shall lock the discharging mechanism and prevent emptying of the mixer until all the materials have been mixed together for the minimum time required, and it shall ring a bell after the specified time of mixing has elapsed. The water tank shall be arranged so that the amount of water can be measured accurately, and when the tank starts to discharge,the inlet supply shall cut off automatically. Whenever a concrete mixer is not adequate or suitable for the work, it shall be removed from the site upon a written order from the Engineer and a suitable mixer provided by the Contractor. Pick-up and thio-over blades in the drum of the mixer which are worn down more than 10 percent in depth shall be repaired or replaced with new blades. Improperly mixed concrete shall not be placed in the structure. Job mix concrete shall be concrete mixed in an approved batch mixer in accordance with the requirements stated above, adjacent to the structure for which the concrete is being mixed, and moved to the placement site in non-agitating equipment. 11. READY-MIX PLANTS A. General. It shall be the Contractor's responsibility to furnish concrete meeting all requirement of the governing specification sections, and concrete not meeting the slump, workability and consistency requirements of the governing specification sections shall not be 030020 Page 10 of 13 Rev.10-30-2014 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC placed in the structure or pavement. Ready-Mixed Concrete shall be mixed and delivered by means of one of the following approved methods. (1) Mixed completely in a stationary mixer and transported to the point of delivery in a truck agitator or a truck mixer operating at truck agitator or truck mixer agitation speed. (Central-Mix Concrete) (2) Mixed complete in a truck mixer and transported to the placement site at mixing and/or agitating speed (Transit-Mix Concrete), subject to the following provisions: (a) Truck mixers will be permitted to transport concrete to the job site at mixing speed if equipped with double actuated counters which will separate revolutions at mixing speed from total revolutions. (b) Truck mixers equipped with a single actuated counter counting total revolutions of the drum shall mix the concrete at the plant not less than 50 nor more than 70 revolutions at mixing speed, transport it to the job site at agitating speed and complete the required mixing before placing the concrete. (3) Mixed completely in a stationery mixer and transported to the job site in approved non-agitating trucks with special bodies. This method of transporting will be permitted for concrete pavement only. B. Equipment. (1) Batching Plant. The batching plant shall be provided with adequate bins for batching all aggregates and materials required by the specifications. Bulk cement shall be weighed on a scale separate from those used for other materials and in a hopper entirely free and independent of that used for weighing the aggregates. (2) Mixers and Agitators. (a) General: Mixers shall be of an approved stationary or truck-type capable of combining the ingredients into a thoroughly mixed and uniform mass. Facilities shall be provided to permit ready access to the inside of the drum for inspection, cleaning and repair of blades. Mixers and agitators shall be subject to daily examination for changes in condition due to accumulation of hardened concrete and/or wear of blades, and any hardened concrete shall be removed before the mixer will be permitted to be used. Worn blades shall be repaired or replaced with new in 030020 Page 11 of 13 Rev.10-30-2014 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC accordance with the manufacturer's design and arrangement for that particular unit when any part or section is worn as much as 10 percent below the original height of the manufacturer's design. (b) Stationary Mixers: These shall conform to the requirements of Article "Mixing and Mixing Equipment". Truck mixers mounted on a stationary base will not be considered as a stationary mixer. (c) Truck Mixers: In addition, truck mixers shall comply with the following requirements: An engine in satisfactory working condition and capable of accurately gauging the desired speed of rotation shall be mounted as an integral part of the mixing unit for the purpose of rotating the drum. Truck mixers equipped with a transmission that will govern the speed of the drum within the specified revolutions per minute(rpm)will not require a separate engine. All truck mixers shall be equipped with actuated counters by which the proper number of revolutions of the drum, as specified in Article 11. A. above, may be readily verified. The counters shall be read and recorded at the start of mixing at mixing speeds. Each until shall have adequate water supply and accurate metering or gauging devices for measuring the amount used. (d) Agitators: Concrete agitators shall be of the truck type, capable of maintaining a thoroughly mixed and uniform concrete mass and discharging it within the same degree of uniformity specified for mixers. Agitators shall comply with all of the requirements for truck mixers, except for the actual mixing requirements. C. Operation of Plant and Equipment. Delivery of ready-mixed concrete shall equal or exceed the rate approved by the Engineer for continuous placement. In all cases, the delivery of concrete to the placement site shall assure compliance with the time limits in the applicable specification for depositing successive batches in any monolithic unit. The Contractor shall satisfy the Engineer that adequate standby trucks are available. A standard ticket system will be used for recording concrete batching,mixing and delivery date. Tickets will be delivered to the job inspector. Loads arriving without ticket and/or in unsatisfactory condition shall not be used. When a stationary mixer is used for the entire mixing operation, the mixing time for one cubic yard of concrete shall be one minute plus 15 seconds for each additional cubic yard or portion thereof This mixing time shall start when all cement, aggregates and initial water have entered the drum. 030020 Page 12 of 13 Rev.10-30-2014 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC The mixer shall be charged so that some of the mixing water will enter the drum in advance of the cement and aggregate. All of the mixing water shall be in the drum by the end of the first one-fourth of the specified mixing time. Water used to flush down the blades after charging shall be accurately measured and included in the quantity of mixing water. The introduction of the initial mixing water, except blade wash down water and that permitted in this Article, shall be prior to or simultaneous with the charging of the aggregates and cement. The loading of truck mixers shall not exceed 63 percent of the total volume of the drum. When used as an agitator only, the loading shall not exceed 80 percent of the drum volume. When Ready-Mix Concrete is used, additional mortar (one sack cement, three parts sand and sufficient water) shall be added to the batch to coat the drum of the mixer or agitator truck, and this shall be required for every load of Class C concrete only and for the first batch from central mix plants. A portion of the mixing water, required by the batch design to produce the desired slump, may be withheld and added at the job site, but only with permission of the Engineer and under his supervision. When water is added under the above conditions, it shall be thoroughly mixed as specified below for water added at the job site. Mixing speed shall be attained as soon as all ingredients are in the mixer, and each complete batch (containing all the required ingredients) shall be mixed not less than 70 nor more than 100 revolutions of the drum at mixing speed except that when water is added at the job site, 25 revolutions (minimum) at mixing speed will be required to uniformly disperse the additional water throughout the mix. Mixing speed shall be as designated by the manufacturer. All revolutions after the prescribed mixing time shall be at agitating speed. The agitating speed shall be not less than one (1) nor more than five (5) rpm. The drum shall be kept in continuous motion from the time mixing is started until the discharge is completed. 12. PLACING, CURING AND FINISHING The placing of concrete, including construction of forms and falsework, curing and finishing, shall be in accordance with City Standard Specification Section 038000 "Concrete Structures". 13. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, the quantities of concrete of the various classifications which will constitute the completed and accepted structure(s) in-place will be measured by the cubic yard, per each, square foot, square yard or linear foot, as the case may be. Measurement will be as shown on the drawings and/or in the Bid Form. Payment shall be full compensation for furnishing, hauling, mixing,placing, curing and finishing all concrete; all grouting and pointing; furnishing and placing drains; furnishing and placing metal flashing strips; furnishing and placing expansion joint material required by this specification or shown on the plans; and for all forms and falsework, labor, tools, equipment and incidentals necessary to complete the work. 030020 Page 13 of 13 Rev.10-30-2014 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC SECTION 032020 REINFORCING STEEL 1. DESCRIPTION This specification shall govern the furnishing and placing of reinforcing steel, deformed and smooth, of the size and quantity designated on the plans and in accordance with these specifications. 2. MATERIALS Unless otherwise designated on the plans, all bar reinforcement shall be deformed, and shall conform to ASTM Designation: A 615, Grades 60 or 75, and shall be open hearth, basic oxygen, or electric furnace new billet steel. Large diameter new billet steel (Nos. 14 and 18), Grade 75,will be permitted for straight bars only. Where bending of bar sizes No. 14 or No. 18 of Grade 60 is required, bend testing shall be performed on representative specimens as described for smaller bars in the applicable ASTM Specification. The required bend shall be 90 degrees around a pin having a diameter of 10 times the nominal diameter of the bar. Spiral reinforcement shall be smooth (not deformed) bars or wire of the minimum diameter shown on the plans, and shall be made by one or more of the following processes: open hearth, basic oxygen, or electric furnace. Bars shall be rolled from billets reduced from ingots and shall comply with ASTM Designation: A 306, Grade 65 minimum (references to ASTM Designation: A 29 is voided). Dimensional tolerances shall be in accordance with ASTM Designation: A 615, or ASTM Designation: A 615, Grade 60, except for deformations. Wire shall be cold-drawn from rods that have been hot-rolled from billets and shall comply with ASTM Designation: A 185. In cases where the provisions of this specification are in conflict with the provisions of the ASTM Designation to which reference is made,the provisions of this specification shall govern. Report of chemical analysis showing the percentages of carbon, manganese,phosphorus and sulphur will be required for all reinforcing steel when it is to be welded. 032020 Page 1 of 6 Rev.10-30-2014 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC The nominal size and area and the theoretical weight of reinforcing steel bars covered by this specification are as follows: Nominal Weighter Bar Size Diameter, Nominal Area, Linear Foot, Number In. Sq. In. Pounds 2 0.250 0.05 0.167 3 0.375 0.11 0.376 4 0.500 0.20 0.668 5 0.625 0.31 1.043 6 0.750 0.44 1.502 7 0.875 0.60 2.044 8 1.000 0.79 2.670 9 1.128 1.00 3.400 10 1.270 1.27 4.303 11 1.410 1.56 5.313 14 1.693 2.25 7.6 18 2.257 4.00 13.60 Smooth round bars shall be designated by size number through No. 4. Smooth bars larger than No. 4 shall be designated by diameter in inches. When wire is ordered by gauge numbers, the following relation between gauge number and diameter,in inches, shall apply unless otherwise specified: Equivalent Equivalent Gauge Diameter, Gauge Diameter, Number Inches Number Inches 0 0.3065 8 0.1620 1 0.2830 9 0.1483 2 0.2625 10 0.1350 3 0.2437 11 0.1205 4 0.2253 12 0.1055 5 0.2070 13 0.0915 6 0.1920 14 0.0800 7 0.1770 032020 Page 2 of 6 Rev.10-30-2014 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 3. BENDING The reinforcement shall be bent cold, true to the shapes indicated on the plans. Bending shall preferably be done in the shop. Irregularities in bending shall be cause for rejection. Unless otherwise shown on the plans, the inside diameter of bar bends, in terms of the nominal bar diameter(d), shall be as follows: Bends of 90 degrees and greater in stirrups, ties and other secondary bars that enclose another bar in the bend: Grade 60 #3, #4, #5 4d #6, #7, #8 5d All bends in main bars and in secondary bars not covered above: Grade 60 Grade 75 #3 thru#8 6d -- #9,#10 8d -- #11 8d 8d #14, #18 10d -- 032020 Page 3 of 6 Rev.10-30-2014 DocuSign Envelope ID: OA6E6F28-4048-49F7-9FO1-102BBOCA5DDC 4. TOLERANCES Fabricating tolerances for bars shall be within 3 percent of specified or as follows: Plan Dimon. : 3/4" 7/8- Bar or Smollor--Plan. Dimon. s 1/2 .. 1" Bar or harper ---Pian_ Dsmon. t 1" 3/d• I-t = aver 6"--OtGi +- Zero or - H 6 and Ieaa-Diesse�n. + Zero or - #/A.• H 7/8N Bar or Smaller--Pian Dimon. r 1 Har or Larger-Plan Dimon. * 1•� gPIon0imo;n.*IY Piro$ or Circular TiltTilt or Stirrup IPkM0UVrn s# 5. STORING Steel reinforcement shall be stored above the surface of the ground upon platforms, skids or other supports, and shall be protected as far as practicable from mechanical injury and surface deterioration caused by exposure to conditions producing rust. When placed in the work, reinforcement shall be free from dirt, paint, grease, oil, or other foreign materials. Reinforcement shall be free from injurious defects such as cracks and laminations. Rust, surface seams, surface irregularities or mill scale will not be cause for rejection, provided the minimum dimensions, cross- sectional area and tensile properties of a hand wire crushed specimen meets the physical requirements for size and grade of steel specified. 6. SPLICES No splicing of bars, except when provided on the plans or specified herein,will be permitted without written approval of the Engineer. Splices will not be permitted in main reinforcement at points of maximum stress. When permitted in main bars, splices in adjacent bars shall be staggered a minimum of two splice lengths. 032020 Page 4 of 6 Rev.10-30-2014 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC TABLE 1 Minimum Lap Requirements Lap Uncoated Coated Lap in inches > 40d 60d Where: d=bar diameter in inches Welding of reinforcing bars may be used only where shown on the plans or as permitted herein. All welding operations, processes, equipment, materials, workmanship and inspection shall conform to the requirements of the drawings and industry standards. All splices shall be of such dimension and character as to develop the full strength of bar being spliced. End preparation for butt welding reinforcing bars shall be done in the field. Delivered bars shall be of sufficient length to permit this practice. For box culvert extensions with less than one foot of fill, the existing longitudinal bars shall have a 20-diameter lap with the new bars. For box culvert extensions with more than one foot of fill, a minimum of 6 inches lap will be required. Unless otherwise shown on the plans, dowel bars transferring tensile stresses shall have a minimum embedment equal to the minimum lap requirements shown in Table 1. Shear transfer dowels shall have a minimum embedment of 12 inches. 7. PLACING Reinforcement shall be placed as near as possible in the position shown on the plans. Unless otherwise shown on the plans, dimensions shown for reinforcement are to the centers of the bars. In the plane of the steel parallel to the nearest surface of concrete, bars shall not vary from plan placement by more than one-twelfth of the spacing between bars. In the plane of the steel perpendicular to the nearest surface of concrete, bars shall not vary from plan placement by more than one-quarter inch. Cover of concrete to the nearest surface of steel shall meet the above requirements but shall never be less than one inch or as otherwise shown on the plans. Vertical stirrups shall always pass around the main tension members and be attached securely thereto. The reinforcing steel shall be spaced its required distance from the form surface by means of approved galvanized metal spacers, metal spacers with plastic coated tips, stainless steel spacers, plastic spacers, or approved pre-cast mortar or concrete blocks. For approval of plastic spacers on the project, representative samples of the plastic shall show no visible indications of deterioration after immersion in a 5 percent solution of sodium hydroxide for 120 hours. All reinforcing steel shall be tied at all intersections, except that where spacing is less than one foot in each direction, alternate intersections only need be tied. Before any concrete is placed, all mortar shall be cleaned from the reinforcement. Precast mortar or concrete blocks to be used for holding steel in position adjacent to formed surfaces shall be cast in molds meeting the approval of the Engineer and shall be cured by covering with wet burlap or cotton 032020 Page 5 of 6 Rev.10-30-2014 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC mats for a period of 72 hours. The blocks shall be cast in the form of a fi-ustum of a cone or pyramid with the smaller face placed against the forms. A suitable tie wire shall be provided in each block, to be used for anchoring to the steel. Except in unusual cases, and when specifically otherwise authorized by the Engineer, the size of the surface to be placed adjacent to the forms shall not exceed two and one-half inches square or the equivalent thereof in cases where circular or rectangular areas are provided. Blocks shall be cast accurately to the thickness required, and the surface to be placed adjacent to the forms shall be a true plane free of surface imperfections. Reinforcement shall be supported and tied in such manner that a sufficiently rigid case of steel is provided. If the cage is not adequately supported to resist settlement or floating upward of the steel, overturning of truss bars or movement in any direction during concrete placement, permission to continue concrete placement will be withheld until corrective measures are taken. Sufficient measurements shall be made during concrete placement to insure compliance with the first paragraph of Article 7 of this specification. Mats of wire fabric shall overlap each other sufficiently to maintain a uniform strength and shall be fastened securely at the ends and edges. No concrete shall be deposited until the Engineer has inspected the placement of the reinforcing steel and given permission to proceed. 8. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, reinforcing steel is considered subsidiary to the various items shown in the Bid Form and shall not be measured and paid for as a separate item. 032020 Page 6 of 6 Rev.10-30-2014 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC SECTION 37040 EPDXY COMPOUNDS (5-44) 1. DESCRIPTION This specification shall govern all work necessary to provide and apply Epoxy compounds. 2. MATERIALS (USE - TYPE) (1) Epoxy Bonding Compound for bonding new concrete to hardened concrete or other structural material: Epoxy Bonding Compound shall be a two component, 100% solids, moisture insensitive system. Epoxy shall be "FX- 752 Bonding Agent" as manufactured by Fox Industries Inc. of Baltimore, Maryland or "Sikastix 370, Sikadur Hi-Mod" as manufactured by Sika Chemical Corporation of Lyndhurst, New Jersey or approved equal. (2) Epoxy Grout for Epoxy patch on non-horizontal surfaces to concrete: Epoxy Compound shall be a low-modulus, high viscosity, moisture insensitive system. Epoxy shall be "Sikastix 360, Skadur Lo-Mod Gel" as manufactured by Sika Chemical Corporation, or approved equal. 3. CONSTRUCTION METHODS (1) Bond new concrete to existing concrete: a. Surface Preparation: The existing concrete or structural surface to which the new concrete is to be bonded shall be cleaned. The existing surface shall be made free from dust, laitance, grease, curing compounds, waxes and all foreign material. Cleaning shall be done by sandblasting, mechanical abrasion, or (by washing only if authorized by the Engineer) . During application of bonding compound, surface may be dry, moist, or wet, but surface shall be free of standing water. b. Proportioning and Mixing: The epoxy shall be proportioned and mixed in strict accordance with the manufacturers instructions. The epoxy shall be used in a neat condition (without aggregate filler) . C. Application of Epoxy: The epoxy bonding compound shall be applied to the prepared surface with the minimum allowable coverages as follows: Concrete (float finished, cleaned by washing) 75 SF/gal Concrete (rough finish, cleaned by sandblast or mechanical abrasion) 50 SF/gal Other surfaces as specified on the drawings d. Concrete Overlay: The concrete overlay shall be in accordance with the drawings or 030020 of standard specifications. The concrete overlay shall be applied over the epoxy within a period of time which SHALL NOT EXCEED 60% of the tack free time of the epoxy. It is important for the Contractor to note that these times vary with the temperature and pot time. The following allowable times (60% of tack free time, where the tack free time is the period of time from initial mixing of the two components until the thin film of epoxy hardens) are provided below. The allowable times must be 037040 2/20/9 Page 1 of 2 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC determined from the tack free times which are provided by the manufacturer. The following allowable times are averages and provided only as an aid to the Contractor: Temperature Allowable Elapse Time from Mixing Epoxy Until Placing Concrete Overlay 90°F 40 min. 80°F 12 hrs. 70°F 22 hrs. 60°F 32 hrs. If the allowable period of time is allowed to elapse before concrete overlay can be placed, another layer of epoxy shall be applied prior to placement of the concrete. (2) Epoxy Grout for patch to non-horizontal surfaces to concrete: a. Surface Preparation: The surface shall be prepared as described in (1) Bond new concrete to existing concrete Part a. b. Proportioning and Mixing: The epoxy shall be proportioned and mixed in strict accordance with the manufacturer instruction. The epoxy may be mixed with dry masonry sand. Sand shall conform to A.S.T.M. C-144 with 100% passing a No. 8 sieve and not more than 15% to 35% passing a No. 50 mesh sieve. The amount of sand filler shall not exceed 3/4 to 1 (loose sand to epoxy by volume) . C. Application: Epoxy shall be applied in strict accordance with manufacturer instructions. Area adjacent to work shall be cleaned free of epoxy spills as to provide a neat appearance before work will be accepted. 4. GENERAL PRECAUTION The Contractor is advised to become familiar with type of epoxy, method of application, and its basic limitations prior to using the epoxy. 5. MEASUREMENT AND PAYMENT Unless indicated otherwise in the Proposal, Epoxy Compounds shall be considered subsidiary to the appropriate bid item. 037040 2/20/9 Page 2 of 2 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC SECTION 038000 CONCRETE STRUCTURES 1. DESCRIPTION This specification shall govern for construction of all types of structures involving the use of structural concrete, except where the requirements are waived or revised by other governing specifications. All concrete structures shall be constructed in accordance with the design requirements and details shown on the plans; in conformity with the pertinent provisions of the items contracted for; the incidental specifications referred to; and in conformity with the requirements herein. 2. MATERIALS (1) Concrete. All concrete shall conform to the provisions of City Standard Specification Section 030020 'Portland Cement Concrete". The class of concrete for each type of structure or unit shall be as specified on the plans or by pertinent governing specifications. (2) Expansion Joint Material. (a) Preformed Fiber Material. Preformed fiber expansion joint material shall be of the dimensions shown on the plans. The material shall be one of the following types, unless otherwise noted on the plans: 1. Preformed Bituminous Fiber Materials shall meet the requirements of ASTM Designation: D1751 "Standard Specification for Preformed Expansion Joint Filler for Concrete Paving and Structural Construction (Non-extruding and Resilient Bituminous Types)". 2. Preformed Non-Bituminous Fiber Material shall meet the requirements of ASTM Designation: D1751 "Standard Specification for Preformed Expansion Joint Filler for Concrete Paving and Structural Construction (Non-extruding and Resilient Bituminous Types)",except that the requirements pertaining to bitumen content, density and water absorption shall be voided. 3. Redwood. (b) Joint Sealing Materials. Unless otherwise shown on the drawings, joint sealing material shall conform to the following requirements. The material shall adhere to the sides of the concrete joint or crack and shall form an effective seal against infiltration of water and incompressibles. The material shall not crack or break when exposed to low temperatures. 038000 Page 1 of 19 Rev.3-25-2015 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 1. Class 1-a. (Two-Component, Synthetic Polymer, Cold-Extruded Type). Curing is to be by polymerization and not by evaporation of solvent or fluxing of harder particles. This type is specifically designed for vertical or sloping joints and hence not self-leveling. It shall cure sufficiently at an average temperature of 77 degrees F ± 3 degrees F in a maximum of 24 hours. For performance requirements see under 2.(2)(b)2. below. 2. Class 1-b. (Two-Component, Synthetic Polymer, Cold-Pourable, Self-Leveling Type). Curing is to be by polymerization and not by evaporation of solvent or fluxing of harder particles. It shall cure sufficiently at an average temperature of 77 degrees F ± 3 degrees F in a maximum of 3 hours. Performance Requirements: Class I-a and Class I-b joint materials,when tested in accordance with TxDOT Test Method Tex-525-C, shall meet the above curing times and the following requirements: It shall be of such consistency that it can be mixed and poured, or mixed and extruded into joints at temperatures above 60 degrees F. Penetration, 77°F.: 150 gm. cone, 5 sec., max., cm.................. 0.90 Bond and Extension 75%, O°F, 5 cycles: Dry Concrete Blocks............................ Pass Wet Concrete Blocks............................ Pass Steel Blocks...(Primed if specified by mann£). Pass Flow at 200°F................................. None Water Content%by weight, max................. 5.0 Resilience: Original sample min. % (cured)................. 50 Oven aged at 158°F min. % .................... 50 For Class 1-a Material Only: Cold Flow (10 min.)............................ None (c) Asphalt Board. Asphalt Board shall consist of two liners of 0.016-inch asphalt impregnated paper,filled with a mastic mixture of asphalt and vegetable fiber and/or mineral filler. Boards shall be smooth, flat and sufficiently rigid to permit installation. When tested in accordance with TxDOT Test Method Tex-524-C,the asphalt board shall not deflect from the horizontal more than one inch in three and one-half inches (I" in 3%2"). (d) Rebonded Neoprene Filler. Rebonded neoprene filler shall consist of ground closed- cell neoprene particles, rebonded and molded into sheets of uniform thickness, of the dimensions shown on plans. Filler material shall have the following physical properties and shall meet the requirements of ASTM Designation: D 1752"Standard Specification for Preformed Sponge Rubber and Cork Expansion Joint Fillers for Concrete Paving and Structural Construction", Type 1, where applicable: 038000 Page 2 of 19 Rev.3-25-2015 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC PROPERTY METHOD REQUIREMENT Color ASTM D1752, Type 1 Black Density ASTM D1752, Type 1 40 lb./ft' Min. Recovery ASTM D 1752, Type 1 90% Min. Compression ASTM D1752, Type 1 50 to 500 psi Extrusion ASTM D1752, Type 1 0.25 inch Max. Tensile Strength ASTM D1752, Type 1 20 psi Min. Elongation 75% Min. The manufacturers shall furnish the Engineer with certified test results as to compliance with the above requirements and a 12 inch x 12 inch x 1 inch sample from the shipment for approval. (3) Curing Materials. (a) Membrane curing materials shall comply with ASTM Designation: C 309 "Standard Specification for Liquid Membrane-Forming Compounds for Curing Concrete",Type 1 clear or translucent, or Type 2 white-pigmented. The material shall have a minimum flash-point of 80 degrees F when tested by the "Pensky-Martin Closed Cup Method". It shall be of such consistency that it can be satisfactorily applied as a fine mist through an atomizing nozzle by means of approved pressure spraying equipment at atmospheric temperatures above 40 degrees F. It shall be of such nature that it will not produce permanent discoloration of concrete surfaces nor react deleteriously with the concrete or its components. Type 1 compound shall contain a fugitive dye that will be distinctly visible not less than 4 hours nor more than 7 days after application. The compound shall produce a firm,continuous,uniform moisture impermeable film free from pinholes and shall adhere satisfactorily to the surfaces of damp concrete. It shall,when applied to the damp concrete surface at the rate of coverage specified herein,be dry to the touch in not more than 4 hours, and shall adhere in a tenacious film without running off or appreciable sagging. It shall not disintegrate, check, peel or crack during the required curing period. The compound shall not peel or pick up under traffic and shall disappear from the surface of the concrete by gradual disintegration. The compound shall be delivered to the job only in the manufacturer's original containers, which shall be clearly labeled with the manufacturer's name, the trade name of the material, and a batch number or symbol with which test samples may be correlated. The water retention test shall be in accordance with TxDOT Test Method Tex-219-F. Percentage loss shall be defined as the water lost after the application of the curing material was applied. The permissible percentage moisture loss (at the rate of coverage specified herein) shall not exceed the 038000 Page 3 of 19 Rev.3-25-2015 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC following: 24 hours after application............2 percent 72 hours after application............4 percent Type 1 (Resin Base Only)curing compound will be permitted for slab concrete in bridge decks and top slabs of direct traffic culverts. (b) Mat curing of concrete is allowed where permitted by Table 1 in this specification or where otherwise approved by the Engineer. 3. EXPANSION JOINTS Joints and devices to provide for expansion and contraction shall be constructed where and as indicated herein or on the plans. All open j oints and joints to be filled with expansion joint material, shall be constructed using forms adaptable to loosening or early removal. To avoid expansion or contraction damage to the adjacent concrete, these forms shall be loosened as soon as possible after final concrete set to permit free movement without requiring full form removal. Prior to placing the sealing material, the vertical facing the joint shall be cleaned of all laitance by sandblasting or by mechanical routing. Cracked or spalled edges shall be repaired. The j oint shallbe blown clean of all foreign material and sealed. Where preformed fiber joint material is used,it shall be anchored to the concrete on one side of the joint by light wire or nails, to prevent the material from falling out. The top one inch (1") of the joint shall be filled with joint sealing material. Finished joints shall conform to the indicated outline with the concrete sections completely separated by the specified opening or joint material. Soon after form removal and again where necessary after surface finishing, all projecting concrete shall be removed along exposed edges to secure full effectiveness of the expansion joints. 4. CONSTRUCTION JOINTS The j oint formed by placing plastic concrete in direct contact with concrete that has attained its initial set shall be deemed a construction joint. The term "monolithic placement" shall be interpreted to mean at the manner and sequence of concrete placing shall not create construction joints. Construction joints shall be of the type and at the locations shown on the plans. Additional joints will not be permitted without written authorization from the Engineer, and when authorized, shall have details equivalent to those shown on the plans for joints in similar locations. Unless otherwise provided, construction joints shall be square and normal to the forms. Bulkheads shall be provided in the forms for all joints, except when horizontal. Construction joints requiring the use of joint sealing material shall be as detailed on the plans. The 038000 Page 4 of 19 Rev.3-25-2015 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC material will be specified on the plans without referenced to joint type. A concrete placement terminating at a horizontal construction joint shall have the top surface roughened thoroughly as soon as practicable after initial set is attained. The surfaces at bulkheads shall be roughened as soon as the forms are removed. The hardened concrete surface shall be thoroughly cleaned of all loose material, laitance, dirt or foreign material, and saturated with water so it is moist when placing fresh concrete against it. Forms shall be drawn tight against the placing of the fresh concrete. 5. FORMS (1) General. Except where otherwise specified, forms may be of either timber or metal. Forms for round columns exposed to view shall be of steel, except that other materials will be allowed with written permission of the Engineer. Forming plans shall be submitted to the Engineer for approval as specified. Forms shall be designed for the pressure exerted by a liquid weighing 150 pounds per cubic foot. The rate of placing the concrete shall be taken into consideration in determining the depth of the equivalent liquid. For j ob fabricated forms,an additional live load of 50 pounds per square foot shall be allowed on horizontal surfaces. The maximum unit stresses shall not exceed 125 percent of the allowable stresses used by the Texas Department of Transportation for the design of structures. Commercially produced structural units used in formwork shall not exceed the manufacturer's maximum allowable working load for moment, shear or end reaction. The maximum working load shall include a live load of 35 pounds per square foot of horizontal form surface, and sufficient details and data shall be submitted for use in checking formwork details for approval. Forms shall be practically mortar-tight,rigidly braced and strong enough to prevent bulging between supports, and maintained to the proper line and grade during concrete placement. Forms shall be maintained in a manner that will prevent warping and shrinkage. Offset at form joints shall not exceed one-sixteenth of an inch(1/16"). Deflections due to cast-in-place slab concrete and railing shown in the dead load deflection diagram shall be taken into account in the setting of slab forms. All forms and footing areas shall be cleaned of any extraneous matter before placing concrete. Permission to place concrete will not be given until all such work is completed to the satisfaction of the Engineer. If, at any stage of the work, the forms show signs of bulging or sagging,the portion of the concrete causing such condition shall be removed immediately,if necessary, and the forms shall be reset and securely braced against further movement. 038000 Page 5 of 19 Rev.3-25-2015 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC (2) Timber Forms. Lumber for forms shall be properly seasoned, of good quality, and free from imperfections which would affect its strength or impair the finished surface of the concrete. The lumber used for facing or sheathing shall be finished on at least one side and two edges and shall be sized to uniform thickness. Form lining will be required for all formed surfaces, except for the inside of culvert barrels, inlets and manholes; surfaces that are subsequently covered by backfill material or are completely enclosed; and, any surface formed by a single finished board. Lining will not be required when plywood forms are used. Form lining shall be of an approved type such as Masonite or plywood. Thin membrane sheeting, such as polyethylene sheets, shall not be used for form lining. Forms may be constructed of plywood not less than one-half inch in thickness,with no form lining required. The grain of the face plies on plywood forms shall be placed parallel to the span between the supporting studs or joists. Plywood used for forming surfaces that remain exposed shall be equal to that specified as B-B Plyform Class I or Class II Exterior, of the U. S. Department of Commerce, National Bureau of Standards and Technology, latest edition. Forms or form lumber to be reused shall be maintained clean and in good condition. Any lumber which is split, warped, bulged, marred, or has defects that will produce inferior work, shall not be used and, if condemned, shall be promptly removed from the work. Studs and joists shall be spaced so that the facing form material remains in true alignment under the imposed loads. Wales shall be spaced close enough to hold forms securely to the designated lines and scabbed at least 4 feet on each side of joints to provide continuity. A row of wales shall be placed near the bottom of each placement. Facing material shall be placed with parallel and square joints and securely fastened to supporting studs. Forms for surfaces receiving only an ordinary finish and exposed to view shall be placed with the form panels symmetrical, i.e., long dimensions set in the same direction. Horizontal joints shall be continuous. Molding specified for chamfer strips or other uses shall be made of materials of a grade that will not split when nailed and which can be maintained to a true line without warping. Wood molding shall be mill cut and dressed on all faces. Unless otherwise provided, forins shall be filleted at all sharp corners and edges with triangular chainfer strips measuring three-quarter inch (3/4") on the sides. Forms for railing and ornamental work shall be constructed to standards equivalent to first-class millwork. All moldings,panel work and bevel strips shall be straight and true with nearly mitered joints designed so the finished work is true, sharp and clean cut. 038000 Page 6 of 19 Rev.3-25-2015 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC All forms shall be constructed to permit their removal without marring or damaging the concrete. The forms may be given a slight draft to permit ease of removal. Metal form ties of an approved type or a satisfactory substitute shall be used to hold forms in place and shall be of a type that permits ease of removal of the metal as hereinafter specified. All metal appliances used inside of forms for alignment purposes shall be removed to a depth of at least one-half inch (1/2") from the concrete surface. They shall be made so the metal may be removed without undue chipping or spalling,and when removed,shall leave a smooth opening in the concrete surface. Burning off of rods, bolts or ties will not be permitted. Any wire ties used shall be cut back at least one-half inch (1/2") from the face of the concrete. Devices holding metal ties in place shall be capable of developing the strength of the tie and adjustable to allow for proper alignment. Metal and wooden spreaders which are separate from the forms shall be removed entirely as the concrete is being placed. Adequate clean-out openings shall be proved for narrow walls and other locations where access to the bottom of the forms is not readily attainable. Prior to placing concrete, the facing of all forms shall be treated with oil or other bond breaking coating of such composition that it will not discolor or otherwise injuriously affect the concrete surface. Care shall be exercised to prevent coating of the reinforcing steel. (3) Metal Forms. The foregoing requirements for timber forms regarding design,mortar-tightness, filleted corners,beveled projections,bracing,alignment,removal,reuse and wetting shall also apply to metal forms, except that these will not require lining, unless specifically noted on the plans. The thickness of form metal shall be as required to maintain the true shape without warping or bulging. All bolt and rivet heads on the facing sides shall be countersunk. Clamps,pins or other connecting devices shall be designed to hold the forms rigidly together and to allow removal without injury to the concrete. Metal forms which do not present a smooth surface or line up properly shall not be used. Metal shall be kept free from rust, grease or other foreign materials. 6. PLACING REINFORCEMENT Reinforcement in concrete structures shall be placed carefully and accurately and rigidly supported as provided in the City Standard Specification Section 032020 'Reinforcing Steel". Reinforcing steel supports shall not be welded to I-beams or girders. 7. PLACING CONCRETE-GENERAL The minimum temperature of all concrete at the time of placement shall be not less than 50 degrees F. 038000 Page 7 of 19 Rev.3-25-2015 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC The consistency of the concrete as placed should allow the completion of all finishing operations without the addition of water to the surface. When conditions are such that additional moisture is needed for finishing,the required water shall be applied to the surface by fog spray only,and shall be held to a minimum amount. Fog spray for this purpose may be applied with hand operated fogging equipment. The maximum time interval between the addition of cement to the batch and the placing of concrete in the forms shall not exceed the following: Air or Concrete Temperature Maximum Time Non-Aizitated Concrete: Above 80 degrees F 15 minutes Up to 80 degrees F 30 minutes AOtated Concrete: Above 90 degrees F 45 minutes 75 degrees F to 90 degrees F 60 minutes 35 degrees F to 74 degrees F 90 minutes The use of an approved retarding agent in the concrete will permit the extension of each of the above temperature-time maximums by 30 minutes for direct traffic culverts, and one hour for all other concrete except that the maximum time shall not exceed 30 minutes for non-agitated concrete. Before starting work,the Contractor shall inform the Engineer fully of the construction methods he proposes to use, the adequacy of which shall be subject to the approval of the Engineer. The Contractor shall give the Engineer sufficient advance notice before placing concrete in any unit of the structure to permit the inspection of forms,reinforcing steel placement,and other preparations. Concrete shall not be placed in any unit prior to the completion of formwork and placement of reinforcement therein. Concrete mixing, placing and finishing shall be done during daylight hours, unless adequate provisions are made to light the entire site of all operations. Concrete placement will not be permitted when impending weather conditions will impair the quality of the finished work. If rainfall should occur after placing operations are started,the Contractor shall provide ample covering to protect the work. In case of drop in temperature,the provisions set forth in Article "Placing Concrete in Cold Weather" of this specification shall be applied. The placing of concrete shall be regulated so the pressures caused by the plastic concrete shall not exceed the loads used in form design. 038000 Page 8 of 19 Rev.3-25-2015 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC The method of handling, placing and consolidation of concrete shall minimize segregation and displacement of the reinforcement, and produce a uniformly dense and compact mass. Concrete shall not have a free fall of more than 5 feet,except in the case of thin walls such as in culverts. Any hardened concrete spatter ahead of the plastic concrete shall be removed. The method and equipment used to transport concrete to the forms shall be capable of maintaining the rate of placement approved by the Engineer. Concrete may be transported by buckets, chutes, buggies, belt conveyors,pumps or other acceptable methods. When belt conveyors or pumps are used, sampling for testing will be done at the discharge end. Concrete transported by conveyors shall be protected from sun and wind,if necessary,to prevent loss of slump and workability. Pipes through which concrete is pumped shall be shaded and/or wrapped with wet burlap, if necessary, to prevent loss of slump and workability. Concrete shall not be transported through aluminum pipes, tubes or other aluminum equipment. Chutes, troughs, conveyors or pipes shall be arranged and used so that the concrete ingredients will not be separated. When steep slopes are necessary, the chutes shall be equipped with baffle boards or made in short lengths that reverse the direction of movement, or the chute ends shall terminate in vertical downspouts. Open troughs and chutes shall extend, if necessary, down inside the forms or through holes left in them. All transporting equipment shall be kept clean and free from hardened concrete coatings. Water used for cleaning shall be discharged clear of the concrete. Each part of the forms shall be filled by depositing concrete as near its final position as possible. The coarse aggregate shall be worked back from the face and the concrete forced under and around the reinforcement bars without displacing them. Depositing large quantities at one point and running or working it along the forins will not be allowed. Concrete shall be deposited in the forms in layers of suitable depth but not more than 36 inches in thickness, unless otherwise directed by the Engineer. The sequence of successive layers or adjacent portions of concrete shall be such that they can be vibrated into a homogenous mass with the previously placed concrete without a cold j oint. Not more than one hour shall elapse between adjacent or successive placements of concrete. Unauthorized construction joints shall be avoided by placing all concrete between the authorized joints in one continuous operation. An approved retarding agent shall be used to control stress cracks and/or unauthorized cold joints in mass placements where differential settlement and/or setting time may induce stress cracking. Openings in forms shall be provided, if needed, for the removal of laitance of foreign matter of any kind. All forms shall be wetted thoroughly before the concrete is placed therein. All concrete shall be well consolidated and the mortar flushed to the form surfaces by continuous working with immersion type vibrators. Vibrators which operate by attachment to forms or reinforcement will not be permitted, except on steel forms. At least one stand-by vibrator shall be 038000 Page 9 of 19 Rev.3-25-2015 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC provided for emergency use in addition to those required for placement. The concrete shall be vibrated immediately after deposit. Prior to the beginning of work, a systematic spacing of the points of vibration shall be established to insure complete consolidation and thorough working of the concrete around the reinforcement, embedded fixtures, and into the corners and angles of the forins. Immersion type vibrators shall be inserted vertically,at points 18 to 30 inches apart, and slowly withdrawn. The vibrator may be inserted in a sloping or horizontal position in shallow slabs. The entire depth of each lift shall be vibrated, allowing the vibrator to penetrate several inches into the preceding lift. Concrete along construction joints shall be thoroughly consolidated by operating the vibrator along and close to but not against the joint surface. The vibration shall continue until thorough consolidation,and complete embedment of reinforcement and fixtures is produced,but not long enough to cause segregation. Vibration may be supplemented by hand spading or rodding, if necessary,to insure the flushing of mortar to the surface of all forms. Slab concrete shall be mixed in a plant located off the structure. Carting or wheeling concrete batches over completed slabs will not be permitted until they have aged at least four(4)full curing days. If carts are used,timber planking will be required for the remainder of the curing period. Carts shall be equipped with pneumatic tires. Curing operations shall not be interrupted for the purpose of wheeling concrete over finished slabs. After concrete has attained its initial set,at least one(1)curing day shall elapse before placing strain on projecting reinforcement to prevent damage to the concrete. The storing of reinforcing or structural steel on completed roadway slabs generally shall be avoided and, when permitted, shall be limited to quantities and distribution that will not induce excessive stresses. 8. PLACING CONCRETE IN COLD WEATHER (1) Cast-in-Place Concrete. Concrete may be placed when the atmospheric temperature is not less than 35 degrees F. Concrete shall not be placed in contact with any material coated with frost or having a temperature less than 32 degrees F. Aggregates shall be free from ice, frost and frozen lumps. When required, in order to produce the minimum specified concrete temperature,the aggregate and/or the water shall be heated uniformly, in accordance with the following: The water temperature shall not exceed 180 degrees F,and/or the aggregate temperature shall not exceed 150 degrees F. The heating apparatus shall heat the mass of aggregate uniformly. The temperature of the mixture of aggregates and water shall be between 50 degrees F and 85 degrees F before introduction of the cement. All concrete shall be effectively protected as follows: (a) The temperature of slab concrete of all unformed surfaces shall be maintained at 50 degrees F or above for a period of 72 hours from time of placement and above 40 degrees F for an additional 72 hours. 038000 Page 10 of 19 Rev.3-25-2015 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC (b) The temperature at the surface of all concrete in piers, culverts walls,retaining walls,parapets,wingwalls,bottoms of slabs,and other similar formed concrete shall be maintained at 40 degrees F or above for a period of 72 hours from time of placement. (c) The temperature of all concrete,including the bottom slabs of culverts placed on or in the ground, shall be maintained above 32 degrees F for a period of 72 hours from time of placement. Protection shall consist of providing additional covering, insulated forms or other means, and if necessary, supplementing such covering with artificial heating. Curing as specified under Article "Curing Concrete"of this specification shall be provided during this period until all requirements for curing have been satisfied. When impending weather conditions indicate the possibility of the need for such temperature protection, all necessary heating and covering material shall be on hand ready for use before pennission is granted to begin placement. Sufficient extra test specimens will be made and cured with the placement to ascertain the condition of the concrete as placed,prior to form removal and acceptance. (2) Precast Concrete. A fabricating plant for precast products which has adequate protection from cold weather in the form of permanent or portable framework and covering, which protects the concrete when placed in the forms,and is equipped with approved steam curing facilities,may place concrete under any low temperature conditions provided: (a) The framework and covering are placed and heat is provided for the concrete and the forms within one hour after the concrete is placed. This shall not be construed to be one hour after the last concrete is placed,but that no concrete shall remain unprotected longer than one hour. (b) Steam heat shall keep the air surrounding the concrete between 50 degrees F and 85 degrees F for a minimum of three hours prior to beginning the temperature rise which is required for steam curing. (c) For fabricating plants without the above facilities and for job site precast products,the requirements of the Article "Curing Concrete" of this specification shall apply. The Contractor is responsible for the protection of concrete placed under any and all weather conditions. Permission given by the Engineer for placing concrete during freezing weather will in no way relieve the Contractor of the responsibility for producing concrete equal in quality to that placed under normal conditions. Should concrete placed under such conditions prove unsatisfactory,it shall be removed and replaced at no additional cost. 038000 Page 11 of 19 Rev.3-25-2015 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 9. PLACING CONCRETE IN WATER Concrete shall be deposited in water only when specified on the plans or with written permission by the Engineer. The forms or cofferdams shall be sufficiently tight to prevent any water current passing through the space in which the concrete is being deposited. Pumping will not be permitted during the concrete placing, nor until it has set for at least 36 hours. The concrete shall be placed with a tremie, closed bottom-dump bucket, or other approved method, and shall not be permitted to fall freely through the water nor shall it be disturbed after it has been placed. The concrete surface shall be kept approximately level during placement. The tremie shall consist of a water-tight tube 14 inches or less in diameter. It shall be constructed so that the bottom can be sealed and opened after it is in place and fully charged with concrete. It shall be supported so that it can be easily moved horizontally to cover all the work area and vertically to control the concrete flow. Bottom-dump buckets used for underwater placing shall have a capacity of not less than one-half cubic yard. It shall be lowered gradually and carefully until it rests upon the concrete already placed and raised very slowly during the upward travel;the intent being to maintain still water at the point of discharge and to avoid agitating the mixture. The placing operations shall be continuous until the work is complete. 10. PLACING CONCRETE IN BOX CULVERTS In general, construction joints will be permitted only where shown on the plans. Where the top slab and walls are placed monolithically in culverts more than 4 feet in clear height, an interval of not less than one (1)nor more than two (2)hours shall elapse before placing the top slab to allow for shrinkage in the wall concrete. The base slab shall be finished accurately at the proper time to provide a smooth uniform surface. Top slabs which carry direct traffic shall be finished as specified for roadway slabs in Article"Finish of Roadway Slabs". Top slabs of fill type culverts shall be given a reasonably smooth float finish. 11. PLACING CONCRETE IN FOUNDATIONS AND SUBSTRUCTURE Concrete shall not be placed in footings until the depth and character of the foundation has been inspected by the Engineer and permission has been given to proceed. Placing of concrete footings upon seal concrete courses will be permitted after the caissons or cofferdams are free from water and the seal concrete course cleaned. Any necessary pumping or bailing during the concreting operation shall be done from a suitable sump located outside the forms. All temporary wales or braces inside cofferdams or caissons shall be constructed or adjusted as the work proceeds to prevent unauthorized construction joints in footings or shafts. 038000 Page 12 of 19 Rev.3-25-2015 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC When footings can be placed in a dry excavation without the use of cofferdams or caissons, forms may be omitted,if desired by the Contractor and approved by the Engineer,and the entire excavation filled with concrete to the elevation of the top of footing; in which case, measurement for payment will be based on the footing dimensions shown on the plans. 12. TREATMENT AND FINISHING OF HORIZONTAL SURFACES EXCEPT ROADWAY SLABS All unformed upper surfaces shall be struck off to grade and finished. The use of mortar topping for surfaces under this classification will not be permitted. After the concrete has been struck off, the surface shall be floated with a suitable float. Sidewalks shall be given a wood float or broom finish, or may be striped with a brush, as specified by the Engineer. Other surfaces shall be wood float finished and striped with a fine brush leaving a fine- grained texture. 13. FINISH OF ROADWAY SLABS As soon as the concrete has been placed and vibrated in a section of sufficient width to permit working,the surface shall be approximately leveled,struck off and screeded,carrying a slight excess of concrete ahead of the screed to insure filling of all low spots. The screed shall be designed rigid enough to hold true to shape and shall have sufficient adjustments to provide for the required camber. A vibrating screed may be used if heavy enough to prevent undue distortion. The screeds shall be provided with a metal edge. Longitudinal screeds shall be moved across the concrete with a saw-like motion while their ends rest on headers or templates set true to the roadway grade or on the adjacent finished slab. The surface of the concrete shall be screeded a sufficient number of times and at such intervals to produce a uniform surface, true to grade and free of voids. If necessary, the screeded surface shall be worked to smooth finish with a long handled wood or metal float of the proper size, or hand floated from bridges over the slab. When required by the Engineer, the Contractor shall perform sufficient checks with a long handled 10-foot straightedge on the plastic concrete to insure that the final surface will be within the tolerances specified below. The check shall be made with the straightedge parallel to the centerline. Each pass thereof shall lap half of the preceding pass. All high spots shall be removed and all depressions over one-sixteenth inch(1/16")in depth shall be filled with fresh concrete and floated. The checking and floating shall be continued until the surface is true to grade and free of depressions, high spots, voids or rough spots. Rail support holes shall be filled with concrete and finished to match the top of the slab. Surface Texturing. Perform surface texturing using a either carpet drag or metal tining as indicated on the drawings. Complete final texturing before the concrete has attained its initial set. Draw the carpet drag 038000 Page 13 of 19 Rev.3-25-2015 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC longitudinally along the pavement surface with the carpet contact surface area adjusted to provide a satisfactory coarsely textured surface. A metal-tine texture finish is required using a tining machine unless otherwise shown on the plans. Provide the metal-tine finish immediately after the concrete surface has set enough for consistent tining. Operate the metal-tine device to obtain grooves spaced at 1 in., approximately 3/16 in. deep, with a minimum depth of 1/8 in., and approximately 1/12 in. wide. Do not overlap a previously tined area. Use manual methods for achieving similar results on ramps and other irregular sections of pavements. Repair damage to the edge of the slab and joints immediately after texturing. Do not tine pavement that will be overlaid. Upon completion of the floating and/or straight edging and before the disappearance of the moisture sheen, the surface shall be given a broom or burlap drag finish. The grooves of these finishes shall be parallel to the structure centerline. It is the intent that the average texture depth resulting from the number of tests directed by the Engineer be not less than 0.035 inch with a minimum texture depth of 0.030 inch for any one test when tested in accordance with TxDOT Test Method Tex-436-A. Should the texture depth fall below that intended, the finishing procedures shall be revised to produce the desired texture. After the concrete has attained its final set, the roadway surface shall be tested with a standard 10- foot straightedge. The straightedge shall be placed parallel to the centerline of roadway to bridge any depressions and touch high spots. Ordinates of irregularities measured from the face of the straightedge to the surface of the slab shall not exceed one-eighth of an inch(1/8"),making proper allowances for camber,vertical curvature and surface texture. Occasional variations,not exceeding three-sixteenth of an inch (3/16") will be acceptable, if in the opinion of the Engineer it will not affect the riding qualities. When directed by the Engineer, irregularities exceeding the above requirements shall be corrected. In all roadway slab finishing operations,camber for specified vertical curvature and transverse slopes shall be provided. 14. CURING CONCRETE The Contractor shall inform the Engineer fully of the methods and procedures proposed for curing; shall provide the proper equipment and material in adequate amounts; and shall have the proposed methods, equipment and material approved prior to placing concrete. Inadequate curing and/or facilities,therefore,shall be cause for the Engineer to stop all construction on the job until remedial action is taken. All concrete shall be cured for a period of four(4) curing days except as noted herein. 038000 Page 14 of 19 Rev.3-25-2015 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC EXCEPTIONS TO 4-DAY CURING Description Required Curing Upper Surfaces of Bridge Slabs and 8 curing days (Type I or III) cement Top Slabs of Direct Traffic Culverts 10 curing days (Type 11 cement) Concrete Piling (non-prestressed) 6 curing days When the air temperature is expected to drop below 35 degrees F,the water curing mats shall be covered with polyethylene sheeting, burlap-polyethylene blankets or other material to provide the protection required by Article "Placing Concrete in Cold Weather" of these specifications. A curing day is defined as a calendar day when the temperature, taken in the shade away from artificial heat, is above 50 degrees F for at least 19 hours (colder days if satisfactory provisions are made to maintain the temperature of all surfaces of the concrete above 40 degrees F for the entire 24 hours). The required curing period shall begin when all concrete therein has attained its initial set. The following methods are permitted for curing concrete subject to the restrictions of Table I and the following requirements for each method of curing. (1) Form Curing. When forms are left in contact with the concrete, other curing methods will not be required except for cold weather protection. (2) Water Curing. All exposed surfaces of the concrete shall be kept wet continuously for the required curing time. The water used for curing shall meet the requirements for concrete mixing water as specified in the specification Section 030020 "Portland Cement Concrete". Seawater will not be permitted. Water which stains or leaves an unsightly residue shall not be used. (a) Wet Mat. Cotton mats shall be used for this curing method. They shall be placed as soon as possible after the surface has sufficiently hardened to prevent damage to the concrete. (See Article, 'Placing Concrete" of this specification.) Damp burlap blankets made from nine-ounce stock may be placed on the damp concrete surface for temporary protection prior to the application of the cotton mats which may be placed dry and wetted down after placement. The mats shall be weighted down adequately to provide continuous contact with all concrete surfaces where possible. The surfaces of the concrete shall be kept wet for the required curing time. Surfaces which cannot be cured by contact shall be enclosed with mats and anchored positively to the forms or to the ground so that outside air cannot enter the enclosure. Sufficient moisture shall be provided inside the enclosure to keep all surfaces of the concrete wet. (b) Water Spray. This curing method shall consist of overlapping sprays or sprinklers that keep all unformed surfaces continuously wet. (c) Ponding. This curing method requires the covering of the surfaces with a minimum of two inches (2") of clean granular material,kept wet at all times, or a minimum of one-inch 038000 Page 15 of 19 Rev.3-25-2015 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC (1") depth of water. Satisfactory provisions shall be made to provide a dam to retain the water or saturated granular material. (3) Membrane Curing. This consists of curing concrete pavement,concrete pavement(base),curbs, gutters, retards, sidewalks, driveways, medians, islands, concrete riprap, cement-stabilized riprap, concrete structures and other concrete as indicated on the plans by impervious membrane method. Unless otherwise provided herein or shown on the plans, either Type 1-D or Type 2 membrane curing compound may be used where permitted except that Type 1-D (Resin Base Only) will be required for slab concrete in bridge decks and top slabs of direct traffic culverts. TABLE 1 REQUIRED PERMITTED MEMBRANE MEMBRANE STRUCTURE UNIT WATER FOR WATER FOR DESCRIPTION FOR INTERIM FOR INTERIM CURING CURING CURING CURING 1 Top slabs of direct traffic culverts X X 2 Top surface of any concrete unit upon which concrete is to be placed and bonded at a later interval (Stub walls, risers, etc.). X Other superstructure concrete (wing walls, parapet walls, etc.) 3 Concrete pavement (base), curbs, gutters, retards, sidewalks, driveways, medians, X* X* islands, concrete structures, concrete riprap, etc. 4 All substructure concrete, culverts, box sewers, inlets, X* X* manholes, retaining walls *Polyethylene sheeting, burlap-polyethylene mats or laminated mats to prevent outside air from entering will be considered equivalent to water or membrane curing for items 3 and 4. 038000 Page 16 of 19 Rev.3-25-2015 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Membrane curing shall not be applied to dry surfaces,but shall be applied just after free moisture has disappeared. Formed surfaces and surfaces which have been given a first rub shall be dampened and shall be moist at the time of application of the membrane. When membrane is used for complete curing, the film shall remain unbroken for the minimum curing period specified. Membrane which is damaged shall be corrected immediately by reapplication of membrane. Unless otherwise noted herein or on the plans,the choice of membrane type shall be at the option of the Contractor. Only one type of curing compound will be permitted on any one structure. The membrane curing compound shall be applied after the surface finishing has been completed,and immediately after the free surface moisture has disappeared. The surface shall be sealed with a single uniform coating of curing compound applied at the rate of coverage recommended by the manufacturer and directed by the Engineer, but not less than I gallon per 180 square feet of area. The Contractor shall provide satisfactory means and facilities to properly control and check the rate of application of the compound. The compound shall be thoroughly agitated during its use and shall be applied by means of approved mechanical power pressure sprayers. The sprayers used to apply the membrane to concrete pavement or concrete pavement (base) shall travel at uniform speed along the forms and be mechanically driven. The equipment shall be of such design that it will insure uniforrn and even application of the membrane material. The sprayers shall be equipped with satisfactory atomizing nozzles. Only on small miscellaneous items will the Contractor be permitted to use hand-powered spray equipment. For all spraying equipment, the Contractor shall provide facilities to prevent the loss of the compound between the nozzle and the concrete surface during the spraying operations. The compounds shall not be applied to a dry surface. If the surface of the concrete has become dry, it shall be moistened prior to application of membrane by fogging or mist application. Sprinkling or coarse spraying will not be allowed. At locations where the coating shows discontinuities,pinholes or other defects,or if rain falls on the newly-coated surface before the film has dried sufficiently to resist damage,an additional coat of the compound shall be applied immediately at the same rate of coverage specified herein. To insure proper coverage, the Engineer shall inspect all treated areas after application of the compound for the period of time designated in the governing specification for curing, either for membrane curing or for other methods. Should the foregoing indicate that any area during the curing period is not protected, an additional coat or coats of the compound shall be applied immediately, and the rate of application of the membrane compound shall be increased until all areas are uniformly covered. When temperatures are such as to warrant protection against freezing, curing by this method shall be supplemented with an approved insulating material capable of protecting the concrete for the specified curing period. If at any time there is reason to believe that this method of curing is unsatisfactory or is detrimental 038000 Page 17 of 19 Rev.3-25-2015 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC to the work,the Contractor,when notified, shall immediately cease the use of this method and shall change to curing by one of the other methods specified under this contract. 15. REMOVAL OF FORMS Except as herein provided, forms for vertical surfaces may be removed when the concrete has aged not less than one day(24 hours)when Type I and Type II cement is used, and not less than one-half day (12 hours) when Type III cement is used, provided it can be done without damage to the concrete. Forms for inside curb faces may be removed in approximately three hours provided it can be done without damage to the curb. 16. FINISHING EXPOSED SURFACES Concrete shall be finished as required in the specification Section for the respective item or as otherwise specified on the plans. An ordinary surface finish shall be applied to all concrete surfaces either as a final finish or preparatory to a higher finish. Ordinary Surface Finish shall be as follows: After form removal, all porous or honey-combed areas and spalled areas shall be corrected by chipping away all loose or broken material to sound concrete. Feather edges shall be eliminated by cutting a face perpendicular to the surface. Shallow cavities shall be repaired using adhesive grout or epoxy grout. If judged repairable by the Engineer, large defective areas shall be corrected using concrete or other material approved by the Engineer. Holes and spalls caused by removal of metal ties, etc., shall be cleaned and filled with adhesive grout or epoxy grout. Exposed parts of metal chairs on surfaces to be finished by rubbing, shall be chipped out to a depth of one-half inch (1/2") and the surface repaired. All fins,runs, drips or mortar shall be removed from surfaces which remain exposed. Form marks and chamfer edges shall be smoothed by grinding and/or dry rubbing. Grease, oil, dirt, curing compound, etc., shall be removed from surfaces requiring a higher grade of finish. Discolorations resulting from spillage or splashing of asphalt,paint or other similar material shall be removed. Repairs shall be dense, well bonded and properly cured, and when made on surfaces which remain exposed and do not require a higher finish, shall be finished to blend with the surrounding concrete. 038000 Page 18 of 19 Rev.3-25-2015 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 17. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form,no direct measurement or payment will be made for the work to be done or the equipment to be furnished under this specification,but it shall be considered subsidiary to the particular items required by the plans and the contract documents. 038000 Page 19 of 19 Rev.3-25-2015 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC SECTION 055420 FRAMES, GRATES, RINGS AND COVERS 1. DESCRIPTION This specification shall govern for the furnishing and installation of frames, grates, rings and covers for inlets, manholes and other structures in accordance with those details. Steel shall conform to the requirements of ASTM Designation: A36 "Standard Specification for Carbon Structural Steel". 2. MATERIALS Welded steel grates and frames shall conform to the member size, dimensions and details shown on the plans and shall be welded into an assembly in accordance with those details. Steel shall conform to the requirements of ASTM Designation: A36. Castings, whether Carbon-Steel, Gray Cast Iron or Ductile Iron, shall conform to the shape and dimensions shown on the plans and shall be clean substantial castings, free from burnt-on sand or blow holes, and shall be reasonable smooth. Runners, risers, fins, and other cast-on pieces shall be removed from the castings and such areas ground smooth. Bearing surfaces between manhole rings and covers or grates and frames shall be cast or machined with such precision that uniform bearing shall be provided throughout the perimeter contact area. Pairs of machined castings shall be matchmarked to facilitate subsequent identification at installation. Steel castings shall conform to the requirements of ASTM Designation: A27 "Standard Specification for Steel Castings, Carbon, for General Application". Grade 70-36 shall be furnished unless otherwise specified. Cast Iron castings shall conform to the requirements of ASTM Designation: A48 "Standard Specification for Gray Iron Castings", Class 30. Ductile iron castings shall conform to the requirements of ASTM Designation: A536 "Standard Specification for Ductile Iron Castings". Grade 60-40-18 shall be used otherwise specified. 3. CONSTRUCTION METHODS Frames, grates, rings and covers shall be constructed of the materials as specified and in accordance with the details shown on the plans, and shall be placed carefully to the lines and grades indicated on the plans or as directed by the Engineer. All welding shall conform to the requirements of the latest American Welding Society Specifications. Frames, grates, rings and covers shall be given one coat of a commercial grade red lead and oil paint and two coats of commercial grade aluminum paint. 055420 Page 1 of 2 Rev.3-25-2015 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Painting on gray iron castings will not be required, except when used in conjunction with structural steel shapes. Commercial grade galvanized bolts and nuts shall be used. The zinc coating shall be uniform in thickness, smooth and continuous. 4. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, frames, grates, rings and covers will not be measured for payment,but shall be considered subsidiary to other bid items. 055420 Page 2 of 2 Rev.3-25-2015 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC SECTION 02 24 85 Proof Rolling 12/16 1 -DESCRIPTION DESCRIPTION Proof-roll earthwork, base, or both to locate unstable areas. REFERENCES The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only. TEXAS DEPARTMENT OF TRANSPORTATION (TXDOT) STANDARD SPECIFICATIONS FOR CONSTRUCTION AND MAINTENANCE OF HIGHWAYS, STREETS, AND BRIDGES TxDOT Item 210 (2014) Rolling TxDOT Item 216 (2014) Proof Rolling 2 - MATERIALS N/A 3—METHODS Refer to TXDOT Item 216.2 and 216.3 for construction equipment and requirements. 4 - MEASUREMENT & PAYMENT The work performed, materials furnished, equipment, labor, tools, and incidentals will not be measured or paid for directly but will be subsidiary to pertinent bid items. END OF SECTION 022485 - 1/1 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC SECTION 02 58 50 RETROFLECTORIZED PAVEMENT MARKINGS 11/16 1 -DESCRIPTION DESCRIPTION Furnish and place retroreflectorized, non-retroreflectorized (shadow) and profile pavement markings. REFERENCES The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only. TEXAS DEPARTMENT OF TRANSPORTATION (TXDOT) STANDARD SPECIFICATIONS FOR CONSTRUCTION AND MAINTENANCE OF HIGHWAYS, STREETS, AND BRIDGES TXDOT Item 666 (2014) Retroreflectorized Pavement Markings TXDOT Item 677 (2014) Eliminating Existing Pavement Markings and Markers TXDOT Item 678 (2014) Pavement Surface Preparation for Markings TXDOT Item 316 (2014) Seal Coat DMS 8220 (2014) Hot Applied Thermoplastic DMS 8290 (2013) Glass Traffic Beads 2 - MATERIALS Refer to TXDOT Item 666.2 for material requirements. The Contractor is responsible for meeting the 90 mil thickness for Type 1 pavement markings. The Contractor will assist the OAR in performing 5 tests a day to verify the required thickness of Type 1 pavement markings. The test locations will be selected by the OAR. 02 58 50 - 1/2 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 3—METHODS Refer to TXDOT Item 666.3 for construction equipment and requirements. Refer to TXDOT Item 666.4 for construction methods and requirements. 4 - MEASUREMENT & PAYMENT Refer to TXDOT Item 666.5 for measurement. Under TXDOT Item 666.5, any reference to proposal,plans, or article 9.2 are to be ignored. Refer to TXDOT Item 666.6 for payment. END OF SECTION 025850 - 2/2 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC SECTION 02 58 52 ELIMINATING EXISTING PAVEMENT MARKINGS AND MARKERS 11/16 1 -DESCRIPTION DESCRIPTION Eliminate existing pavement markings and raised pavement markers (RPMs). REFERENCES The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only. TEXAS DEPARTMENT OF TRANSPORTATION (TXDOT) STANDARD SPECIFICATIONS FOR CONSTRUCTION AND MAINTENANCE OF HIGHWAYS, STREETS, AND BRIDGES TXDOT Item 677 (2014) Eliminating Existing Pavement Markings and Markers TXDOT Item 300 (2014) Asphalts, Oils, and Emulsions TXDOT Item 302 (2014) Aggregates for Surface Treatments TXDOT Item 316 (2014) Seal Coat 2 - MATERIALS Refer to TXDOT Item 677.2 for material requirements. 3—METHODS Refer to TXDOT Item 677.3 for construction equipment and requirements. Refer to TXDOT Item 677.4 for construction methods and requirements. 4 - MEASUREMENT & PAYMENT Refer to TxDOT item 677.5 for measurement. Under TxDOT Item 677.5, any reference to proposal,plans, or article 9.2 are to be ignored. 02 58 52 - 1/2 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Refer to TxDot Item 667.6 for payment. END OF SECTION 025852 - 2/2 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC SECTION 02 58 53 PAVEMENT SURFACE PREPARATION FOR MARKINGS 4/16 1 -DESCRIPTION DESCRIPTION Prepare pavement surface areas before placement of pavement markings and raised pavement markers (RPMs). Item 677, "Eliminating Existing Pavement Markings and Markers," governs removal of existing markings. REFERENCES The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only. TEXAS DEPARTMENT OF TRANSPORTATION (TXDOT) STANDARD SPECIFICATIONS FOR CONSTRUCTION AND MAINTENANCE OF HIGHWAYS, STREETS, AND BRIDGES TxDOT Item 678 (2014) Pavement Surface Preparation for Markings TxDOT Item 677 (2014) Eliminating Existing Pavement Markings and Markers 2 - MATERIALS Refer to TXDOT Item 678.2 for material requirements. 3—METHODS Refer to TXDOT Item 678.3 for construction equipment and requirements. Refer to TXDOT Item 678.4 for construction methods and requirements. 4 - MEASUREMENT & PAYMENT All costs associated with Pavement Surface Preparation for Markings is subsidiary to the pertinent bid items. END OF SECTION 025853 - 1/1 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC SECTION 02 58 58 Aluminum Signs 12/16 1 -DESCRIPTION DESCRIPTION Furnish, fabricate, erect aluminum signs on new sign support and assemblies, and as noted replace existing signs on existing sign supports. REFERENCES The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only. TEXAS DEPARTMENT OF TRANSPORTATION (TXDOT) STANDARD SPECIFICATIONS FOR CONSTRUCTION AND MAINTENANCE OF HIGHWAYS, STREETS, AND BRIDGES DMS 7110 (2005) Aluminum Sign Blanks DMS 7120 (2004) Sign Hardware DMS 8111 (2014) Anti-Graffiti Coatings DMS 8300 (2013) Sign Face Materials TxDOT Item 636 (2014) Signs TxDOT Item 644 (2014) Small Roadside Sign Assemblies TxDOT Item 656 (2014) Foundations for Traffic Control Devices 2 - MATERIALS Refer to TxDOT Item 636.2, TxDOT Item 644.2, TxDOT Item 656.2, TxDOT Item 636.3, TxDOT Item 644.3, TxDot Item 656.3 for construction, equipment, and material requirements. Anti-graffiti coating shall be applied to both sides of all signs. 3—METHODS 02 58 58 - 1/2 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Refer to TXDOT Item 636.3 for construction methods, equipment and requirements. 4 - MEASUREMENT & PAYMENT Signs will be measured by each sign furnished. The work performed and materials furnished in accordance with this item and as described in TxDOT Item 636.5.1, TxDot Item 636.5.2, TxDot Item 644.5.1, TxDot Item 644.5.2, and TxDot Item 646 will be paid for at the unit bid price for "Aluminum Signs". END OF SECTION 025858 - 2/2 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC DocuSign Envelope ID:OA6E6F28-4048-49F7-9FO1-1O2BBOCA5DDC Geotechnical Engineering Services Report: 18005A Alameda St. DocuSign Envelope ID OME ;F28-4048 49F7-9FO1-102BBOCA5DDC 0 00 00 MINE ral 1 i r / pp �� rmuuullll(IIII I Yliltl�rNirr`(r«Y4H�f�7/rii«`d ir«ii�r rrii«r(rrir ririirr rfi I I ✓r � �� r DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Tolun y-Wong Engineers, line. 826 South Padre Island Drive * Corpus Christi,Texas 78416 . Phone(361)884-5050 August 9, 2019 City of Corpus Christi P.O. Lox 9277 Corpus Christi, Texas 78469 Attn: Ms. Marisa Alaniz, E.I.T. Ref: Geotechnical Engineering Services 18005A Alameda St. --- Louisiana Ave to Chamberlain St. Corpus Christi, Texas TWE Project No. 19.53.057 / Report No. 25782 Dear Ms, Alaniz, Tolunay-Wong Engineers, Inc. (TWE) is pleased to submit this report of our geotechnical field and laboratory testing study for the above referenced project. '�fhis report contains a detailed description of the field program and laboratory services performed for this study as well as soil boring logs for the proposed Alameda St. .-- L,ouisiana. Ave to Chamberlain St. Road Deconstruction in Corpus Christi,Texas. We appreciate the opportunity to work with you on this phase of the project and look forward to the opportunity of providing additional services as the project progresses. If you have any questions or comments regarding this report or if we can be of further assistance,please contact us. Sincerely, } ry I'C�L,t)NAY-WC)�iU ENGINEERS, INC' Texas Boal-d of I rgAssional Engineers FZrm Registratra7n Number F-000124 �. ° .. mw , 50 Justin M. Buchen Lion R. Rokohl, P.E. Geotechnical Staff Engineer Branch Manager � 9 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC TABLE OF CONTENTS 1 INTRODUCTION AND PROJECT DESCRIPTION 1-1 1.1 Introduction 1-1 1.2 Project Description 1-1 2 PURPOSE AND SCOPE OF SERVICES 2-1 3 FIELD PROGRAM 3-1 3.1 Soil Borings 3-1 3.2 Drilling Methods 3-1 3.3 Soil Sampling 3-1 3.4 Boring Logs 3-2 3.5 Groundwater Measurements 3-2 4 LABORATORY SERVICES 4-1 5 SITE AND SUBSURFACE CONDITIONS 5-1 5.1 General 5-1 5.2 Site Description and Surface Conditions 5-1 5.3 Subsurface Conditions 5-1 5.4 Groundwater Observations 5-4 5.5 Shrink/Swell Potential 5-4 6 GEOTECHNICAL DESIGN RECOMMENDATIONS 6-1 6.1 Discussion 6-1 6.2 Trench Excavation and Braced Excavation 6-1 7 PAVEMENT DESIGN RECOMMENDATIONS 7-1 7.1 Discussion 7-1 7.2 New Pavement Sections 7-1 7.3 Pavement Section Material 7-5 7.4 Pavement Maintenance 7-7 8 LIMITATIONS AND DESIGN REVIEW 8-1 8.1 Limitations 8-1 8.2 Design Review 8-1 8.3 Construction Monitoring 8-1 8.4 Closing Remark 8-1 TWE Project No. 19.53.057 Report No.23782 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC TABLES AND APPENDICES TABLES Table 4-1 Laboratory Testing Program 4-1 Table 5-1 Subsurface Soil Stratigraphy Soil Boring B-1 5-1 Table 5-2 Subsurface Soil Stratigraphy Soil Boring B-2 5-2 Table 5-3 Subsurface Soil Stratigraphy Soil Boring B-3 5-2 Table 5-4 Subsurface Soil Stratigraphy Soil Boring B-4 5-2 Table 5-5 Subsurface Soil Stratigraphy Soil Boring B-5 5-2 Table 5-6 Subsurface Soil Stratigraphy Soil Boring B-6 5-2 Table 5-7 General Relationship Between PI and Shrink/Swell Potential 5-4 Table 6-1 Guidelines for Maximum Allowable Slopes 6-1 Table 7-1 Flexible Pavement Design Values for 30 Year Design 7-2 Table 7-2 Recommended Minimum Typical Flexible Pavement Thicknesses for 30 Year Design 7-3 Table 7-3 Rigid Pavement Design Values for 30 Year Design 7-4 Table 7-4 Recommended Minimum Typical Rigid Pavement Thicknesses for 30 Year Design 7-4 APPENDICES Appendix A: Soil Boring Location Plan TWE Drawing No. 19.53.057-1 Appendix B: Log of Project Borings and a Key to Terms and Symbols used on Boring Logs Appendix C: Apparent Earth Pressure Diagram - Braced Trench Analysis Appendix D: Traffic Information from City of Corpus Christi TWE Project No. 19.53.057 Report No.23782 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 1 INTRODUCTION AND PROJECT DESCRIPTION 1.1 Introduction This report presents the results of our geotechnical engineering services performed for the proposed 18005A Alameda St. — Louisiana Ave to Chamberlain St. Road Reconstruction in Corpus Christi, Texas. Our geotechnical services were conducted in accordance with TWE Proposal No. P19-C071R1, dated May 29, 2019, and authorized by Task Order No. 25 in accordance with Master Services Agreement for Geotechnical and Construction Materials Testing (Project No. 17101Z). 1.2 Project Description The project will involve complete reconstruction of a segment of Alameda St. in Corpus Christi, Texas with either a flexible (asphalt) or rigid (concrete) pavement section as well as possible replacement of underground utilities as needed. Alameda Street between Louisiana Avenue and Chamberlain St is about 2,500 feet long with an asphalt surface. Visual observations indicate the street is in poor condition with asphalt cracking, patches, and some uneven lanes. We understand that the road receives a mixture of mostly commercial and residential vehicular traffic. The results of a traffic count of all vehicles on Alameda Street during March 5, 2019 and March 6, 2019 (24-hour period) were provided by the City of Corpus Christi. TWE Project No. 19.53.057 1-1 Report No.23782 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 2 PURPOSE AND SCOPE OF SERVICES The purpose of our geotechnical engineering services was to provide the geotechnical information needed to assist the Client in the design and construction of reconstructed roadway cross sections. Our scope of services performed for the project consisted o£ L Drilling six (6) soil borings to depths of 7-ft. to 25-ft. below existing grade to evaluate subsurface stratigraphy and groundwater conditions; 2. Performing geotechnical laboratory tests on recovered soil samples to evaluate the physical and engineering properties of the strata encountered. 3. Providing geotechnical design recommendations for the proposed full roadway reconstruction in accordance with the AASHTO Guide for Design and Pavement Structures including suitable flexible and rigid pavement sections for a 30-year service period, layer material types, layer material thickness and subgrade support characteristics. Several thickness combinations of each pavement component will be considered as well as options for either lime stabilization or use of geogrid as a substitute for lime stabilization. A locally available crushed concrete will be considered as a substitute for crushed limestone as flexible base material; 4. Providing geotechnical design recommendations for the proposed underground utility installations including OSHA soil classifications and soil design parameters for trench excavation and braced excavation design; and, 5. Providing geotechnical construction considerations including site and subgrade preparation, in-place soil stabilization, fill and backfill placement, compaction requirements, and overall quality control inspection, monitoring and testing guidelines. Our scope of services did not include any environmental assessments for the presence or absence of wetlands or of hazardous or toxic materials within or on the soil, air or water within this project site. Any statements in this report or on the boring logs regarding odors, colors or unusual or suspicious items or conditions are strictly for the information of the Client. A geological fault study was also beyond the scope of our services associated with this geotechnical engineering study. TWE Project No. 19.53.057 2-1 Report No.23782 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 3 FIELD PROGRAM 3.1 Soil Borings TWE conducted an exploration of subsurface soil and groundwater conditions at the project site on August 28, 2019 by drilling and sampling six (6) soil borings to depths of 7-ft to 25-ft. below existing grade at time of the field program. The soil borings were located along the outer lane of both east bound and west bound lanes of Alameda Street between Louisiana Avenue and Chamberlain Street in Corpus Christi, TX. The boring locations are presented on TWE Drawing No. 19.53.057-1 in Appendix A of this report. Our field personnel coordinated the field activities and logged the boreholes. The boring locations were marked at the site by TWE. The final latitude and longitude coordinates for the borings were determined using a hand-held GPS unit and are presented on the boring logs in Appendix B of this report. 3.2 Drilling Methods Field operations were performed in general accordance with the Standard Practice for Soil Investigation and Sampling by Auger Borings [American Society for Testing and Materials (ASTM) D 1452]. The soil borings were drilled using truck-mounted drilling equipment using dry-auger and wet rotary drilling methods. Samples were obtained continuously from existing pavement surface to a depth of 11-ft., at the 13-ft. to 15-ft. depth interval, and at intervals of 5-ft. thereafter until the boring completion depths were reached. 3.3 Soil Sampling Fine-grained, cohesive soil samples were recovered from the soil borings by hydraulically pushing 3-in diameter, thin-walled Shelby tubes a distance of about 24-in. The field sampling procedures were conducted in general accordance with the Standard Practice for Thin-Walled Tube Sampling of Soils (ASTM D 1587). Our geotechnician visually classified the recovered soils and obtained field strength measurements using a pocket penetrometer. The samples were extruded in the field, wrapped in foil, placed in moisture sealed containers and protected from disturbance prior to transport to the laboratory Cohesionless and semi-cohesionless soil samples were collected from the soil borings with the standard penetration test (SPT) sampler driven 18-in. by blows from a 140-1b. hammer falling 30- in. in accordance with the Standard Test Method for Standard Penetration Test (SPT) and Spilt- Barrel Sampling of Soils (ASTM D 1586). The number of blows required to advance the sampler three (3) consecutive 6-in depths are recorded for each corresponding sample on the boring logs. The N-value, in blows per foot, is obtained from SPTs by adding the last two (2) blow count numbers. The compactness of cohesionless and semi-cohesionless samples are inferred from the N-value. The samples obtained from the split-barrel sampler were visually classified, placed in moisture sealed containers and transported to our laboratory. The recovered soil sample depths with corresponding pocket penetrometer values and SPT blowcounts are presented on the boring logs in Appendix B. TWE Project No. 19.53.057 3-1 Report No.23782 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 3.4 Boring Logs Our interpretations of general subsurface soil and groundwater conditions at the boring locations are included on the boring logs. Our interpretations of the soil types throughout the boring depth and the locations of strata changes were based on visual classifications during field sampling and laboratory testing in accordance with Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System) (ASTM D 2487) and Standard Practice for Description and Identification of Soils (Visual-Manual Procedure) (ASTMD 2488). The boring logs include the type and interval depth for each sample along with its corresponding pocket penetrometer measurement or SPT blowcounts. The boring logs and a key to terms and symbols used on boring logs are presented in Appendix B. 3.5 Groundwater Measurements Groundwater level measurements were attempted in the open boreholes during dry-auger drilling. Water level readings were attempted in the open boreholes when groundwater was first encountered and after a fifteen (15) minute time period. The groundwater observations are summarized in Section 5.4 of this report entitled "Groundwater Observations. " TWE Project No. 19.53.057 3-2 Report No.23782 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 4 LABORATORY SERVICES A laboratory testing program was conducted on selected samples to assist in classification and evaluation of the physical and engineering properties of the soils encountered in the project borings. Laboratory tests were performed in general accordance with ASTMInternational standards. The types of laboratory tests performed are presented in Table 4-1. A brief description of the testing methods is listed below. Table 4-1: Laboratory Testing Prog',ratn Test Description Test Method Amount of Material in Soils Finer than No. 200 Sieve ASTM D 1140 Water(Moisture) Content of Soil ASTM D 2216 Density (Unit Weight) of Soil Specimens ASTM D 7263 Liquid Limit, Plastic Limit and Plasticity Index of Soils ASTM D 4318 Unconsolidated Undrained Triaxial Compressive Strength of Cohesive ASTM D 2850 Soil UU Amount of Materials in Soils Finer than No. 200 (75-Um,) Sieve (ASTM D 1140) This test method determines the amount of materials in soils finer than the No. 200 (75-µm) sieve by washing. The loss in weight resulting from the wash treatment is presented as a percentage of the original sample and is reported as the percentage of silt and clay particles in the sample. Water(Moisture) Content of Soil by Mass (ASTM D 2216) This test method determines water (moisture) content by mass of soil where the reduction in mass by drying is due to loss of water. The water (moisture) content of soil, expressed as a percentage, is defined as the ratio of the mass of water to the mass of soil solids. Moisture content may provide an indication of cohesive soil shear strength and compressibility when compared to Atterberg Limits. Density(Unit Weight) of Soils (ASTM D 7263) This test method determines the weight per unit volume of soil, excluding water. Dry unit weight is used to relate the compactness of soils to volume change and stress-strain tendencies of soils when subjected to external loadings. Liquid Limit, Plastic Limit and Plasticity Index of Soils (ASTM D 4318) This test method determines the liquid limit, plastic limit and the plasticity index of soils. These tests, also known as Atterberg limits, are used from soil classification purposes. They also provide an indication of the volume change potential of a soil when considered in conjunction with the natural moisture content. The liquid limit and plastic limit establish boundaries of consistency for plastic soils. The plasticity index is the difference between the liquid limit and plastic limit. TWE Project No. 19.53.057 4-1 Report No.23782 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Unconsolidated Undrained Triaxial Compressive Strength of Cohesive Soil (ASTM D 2850) This test method deterinines the compressive strength of cohesive soil when subjected to strain- controlled axial load as the sample is subjected to a confining stress. The confining stress generally is that stress the sample is subjected to in the in-situ state. The test method provides an approximate value of shear strength of cohesive materials in terms of confined unconsolidated undrained(UU) stresses. Soil properties including moisture content, unit weight, Atterberg Limits, grain size distribution, penetration resistance, various types of shear strength are presented on the project boring logs in Appendix B. TWE Project No. 19.53.057 4-2 Report No.23782 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 5 SITE AND SUBSURFACE CONDITIONS 5.1 General Our interpretations of soil and groundwater conditions within the project site are based on information obtained at the soil boring locations only. This information has been used as the basis for our geotechnical information included in this report. Subsurface conditions may vary at areas not explored by the borings. Significant variations at areas not explored by the soil borings will require reassessment of our geotechnical engineering information. 5.2 Site Description and Surface Conditions The project site is located along the segment of Alameda Street between Louisiana Avenue and Chamberlain Street in Coipus Christi, Texas. At the time of our field investigation, the boring locations were covered with existing asphalt. 5.3 Subsurface Soil Stratigraphy and Properties Our interpretations of surface and subsurface conditions within the project site are based on information obtained at the project boring locations shown on TWE Drawing No. 19.53.057-1 provided in Appendix A. A summary of the subsurface profiles encountered at the boring locations is provided in Tables 5-1 through 5-6 below. Existing asphalt was encountered at the surface of the borings drilled for the project, underlain by existing flexible base material. The thickness of the existing asphalt over an underlying base material varied from 9-in to 2.5-ft while the underlying base material varied from 6-in. to 14-in. at two boring locations (B-1 and 13-6). At the remaining boring locatons, asphalt without any underlying base material was encountered with thicknesses between 11-in and 16-in. The material beneath the base or asphalt layers generally consisted of stiff to very stiff fat clay (CH) with the exception of B-1 that was underlain by dense clayey sand(SC). Table 54: Subsurface,Sail Stratigraphy Soil Baring B-1 Depth Range (ft) Strata Description 0 3 2.5-ft of Asphalt over 6-in of base material 3 5 Dense Clayey Sand (SC) 5 9 Firm to very stiff Sandy Fat Clay (CH) TWE Project No. 19.53.057 5-1 Report No.23782 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Table 5-2: Subsurface Soil traticoraphy'Soil Boring B=2 Depth Range (ft) Strata Description 0 1 Asphalt 1 7 Stiff Fat Clay (CH) 7 13 Stiff to very stiff Fat Clay w/ Sand (CH) 13 23.5 Very stiff to loose Clayey Sand (SC) 23.5 25 Medium dense Poorly Graded Sand w/ Clay Table $=3: Subsurface Sail.Stratigraphy Soil Boring 6=3 Depth Range (ft) Strata Description 0 14-inches Asphalt 14-in 7 Stiff to very stiff Fat Clay (CH) Table 5-4: Subsurface Sail,Stratigraphy Soil oring B=4 Depth Range (ft) Strata Description 0 1 Asphalt 1 7 Stiff Fat Clay (CH) Table 5-5: Subsurface,Soil,Stratigraphy Soil Boring B-5 Depth Range (ft) Strata Description 0 16-inches Asphalt 16-in 13 Very stiff to stiff Fat Clay (CH) 13 25 Very stiff Fat Clay w/ Sand (CH) Table 5-6: Subsurface Soil,Stratigraphy Soil Boring B-6 Depth Range (ft) Strata Description 0 2 9-in of Asphalt underlain by 14-in of base material 2 7 Stiff to firm Fat Clay (CH) TWE Project No. 19.53.057 5-2 Report No.23782 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Results of Atterberg limits on selected cohesive soil samples of the soils recovered from the project borings indicate liquid limits ranging from 30 to 90 with corresponding plasticity indices ranging from 10 to 64. Based on this plasticity index range, most of the clay soils encountered in the project borings are considered to have high to very high plasticity. In-situ moisture contents of the samples ranged from 12% to 37% at the time of our field program. The amount of material passing the No. 200 sieve ranged from 33% to 91%. Application of a phenolphthaline indicator solution to the subgrade samples did not indicate any presence of lime in the soils. Undrained shear strengths derived from field pocket penetrometer readings ranged from 1-tsf to 4.25-tsf. Undrained shear strengths derived from laboratory unconsolidated undrained triaxial compressive strength testing (UU) ranged from 1.03-tsf to 3.8-tsf with corresponding dry unit weights ranging from 83-pcf to 109-pc£ Shear strength of cohesive soils inferred from SPT blow counts were generally similar. Detailed descriptions of the soils encountered at the boring locations are presented on the boring logs in Appendix B. TWE Project No. 19.53.057 5-3 Report No.23782 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 5.4 Groundwater Observations Groundwater measurements were attempted in the project borings during dry-auger drilling. Free groundwater was encountered only at B-2 at a depth of 19-ft below the existing grade. After a 10 minute waiting period, the water was at a depth of 18.5-ft. Boring B-5 was the only other bore drilled to a depth of 25-ft and it did not encounter any groundwater at the time of the field exploration. Likewise, the shallow borings (B-1, B-3, B-4 and B-6) did not encounter groundwater during the field exploration. Groundwater levels may fluctuate with climatic and seasonal variations and should be verified before construction. Accurate determination of the static groundwater level is typically made with a standpipe piezometer. Installation of a piezometer to evaluate the long-term groundwater condition was not included within the current scope of services. 5.5 Shrink / Swell Potential The tendency for a soil to shrink and swell with change in moisture content is a function of clay content and type which are generally reflected in soil consistency as defined by Atterberg Limits. A generalized relationship between shrink/swell potential and soil plasticity index (PI) is shown in Table 5-7 below. Tale 5-7: General Relationship Between PI and,Shrtnk/Swell Potential P.I. Range Shrink/Swell Potential 0- 15 Low 15 -25 Medium 25 -35 High > 35 Very High The amount of expansion that will actually occur with increase in moisture content is inversely related to the overburden pressure. Therefore, the larger the overburden pressure, the smaller the amount of expansion. Near-surface soils are thus most susceptible to shrink/swell behavior because they experience low magnitude of overburden. Overall, the cohesive clay soils at this site possess high to very high shrink/swell potential. TWE Project No. 19.53.057 5-4 Report No.23782 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 6 GEOTECHNICAL DESIGN RECOMMENDATIONS 6.1 Discussion The project consists of complete reconstruction of a segment of Alameda Street in Corpus Christi, Texas with either a flexible (asphalt) or rigid (concrete) pavement section as well as replacement of underground utilities as needed. Recommendations for the proposed underground utility installations including OSHA soil classifications and soil design parameters for trench excavation and braced excavation are also provided below. Additionally, earthwork recommendations are provided in Section 7 of this report entitled "Earthwork Considerations". 6.2 Trench Excavation and Braced Excavation Excavations deeper than 5-ft. (utility trenches, foundation/structure excavations, etc.) require sloped sidewalls or an adequate retention system to protect workers from cave-ins. The current Occupational Safety and Health Administration (OSHA) Standards (29 CFR, Part 1926, Subpart P), include provisions for the design of sloped sidewalls and benched trench excavations in single or multiple-layer soils less than 20-ft., in lieu of bracing and shoring. The regulations specify maximum slope declivities contingent on the soil type: Type A, Type B, or Type C. The OSHA Soil Type Classification for the subsurface soils encountered at the soil boring locations to a depth of 20-ft. measured from existing ground surface at time of field exploration is Type C. It should be noted that the contractor's "competent person" shall make the final determination of the OSHA Soil Type during excavation of the soils at the job site. A guideline for the maximum allowable slopes during construction provided by OSHA Standard (1926 Subpart P App. B) is presented in the Table 6-1 below. Flattened slopes could be required in the event surcharge load(s) including moving traffic are placed within a distance less than the height of the slope from the top of slope. Tabl6 6-1 Guidelin6s for Maximum Allowable Slopes Soil or Rock Type Max. Allow. Slopes (H:V)111 for Excavation Less Than 20-ft. Yp Deep(3) Stable Rock Vertical (90°) Type A(2) 3/4:1 (53°) Type B 1:1 (45') Type C 1 'h:1 (34°) Notes: (1) Numbers shown in parentheses next to maximum allowable slopes are angles expressed in degrees from the horizontal. Angles have been rounded off. (2) A short-term maximum allowable slope of Yz H: 1 V (63°) is allowed in excavations in Type A soil that are 12-ft. or less in depth. Short-term maximum allowable slopes for excavations greater than 12-11.in depth shall be 3/4 H: 1 V(53°). 3 Sloping or benching for excavations greater than 20-ft.deep shall be designed by a registered professional engineer. The trench shield (box), if used as a temporary retention system, should be designed by the contractor to withstand lateral loads imposed by the specific soil conditions. An apparent earth pressure diagram provided in Appendix C can be used for analysis of strut loads in the trench TWE Project No. 19.53.057 6-1 Report No.23782 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC shield. The apparent earth pressure diagram presented in Appendix C(?) assumes that the excavation will be dewatered if groundwater is present. Presence of groundwater could require slopes to be flattened beyond the maximum allowable slopes presented above. The soil stratigraphy and groundwater conditions encountered during excavation could vary from those observed in the project borings or characterized herein. The contractor should collect additional subsurface information as deemed necessary to determine if the existing conditions are representative of those described herein. Experienced personnel should monitor all excavations and retaining structures on a continual basis to ensure that the performance of the retention system being used meets or exceeds OSHA requirements. Any deficiencies noticed should be corrected immediately. TWE Project No. 19.53.057 6-2 Report No.23782 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 7 PAVEMENT DESIGN RECOMMENDATIONS 7.1 Discussion The project consists of a complete reconstruction for the segment of Alameda Street from Louisiana Avenue to Chamberlain Street. This segment of Alameda Street is a four-lane asphalt covered roadway with a center turning lane. Other improvements may include existing utilities replacement. Our geotechnical design and construction recommendations for the proposed roadway are included in the sections below. 7.2 New Pavement Sections The methods used in our pavement analysis can be found in the AASHTO, Guide for Design of Pavement Structures. Data from traffic studies performed on March 5, 2019 and March 6, 2019 (24 hours period) by Maldonado-Burkett, LLP for the City of Corpus Christi were used to estimate traffic conditions for design purposes using a 30-year design life. An annual traffic growth rate of 0.5%was used for Alameda Street in accordance with city requirements. 7.2.1 Flexible Pavement Design The primary design requirements needed for flexible pavement design according to the Pavement Design Guide include the following: • Material Layer Coefficient; • Soil Resilient Modulus,psi; • Serviceability Indices; • Drainage Coefficient; • Overall Standard Deviation; • Reliability, %; and, • Design Traffic, 18-kip Equivalent Single Axle Load(ESAL) • Design Average Daily Traffic (ADT) • Design % Truck The design values used for our analyses are presented in Table 7-1 on the following page for 30- yr design life. TWE Project No. 19.53.057 7-1 Report No.23782 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Table 7-1 Flexible Pavement Design Values for 30 year Design Description Value Design ADT and% Truck0) Average Daily Traffic(ADT) 5,668 /o Truck 0.1 Hot Mix Asphalt Concrete(HMAC), Type D 0.44 HMAC, Type B 0.40 Material Coefficients Crushed Limestone (Type A, Grade 2 or better) [CLS] 0.14 Crushed Concrete (CC) 0.12 Lime Stabilized Subgrade(LSS) 0.08 Compressed Subgrade 0.035 Serviceability Indices Initial 4.2 Terminal 2.5 Soil Resilient Modulus 3,100-psi Drainage Coefficient 1.0 Overall Standard Deviation 0.45 Reliability 90% Design Traffic, 18-kip Equivalent Single Axle Load (ESAL) 1,627,382 Structural Number Required 5.13 (1) The Average Daily Traffic and the%truck were provided and determined by using the traffic data provided by City of Corpus Christi. Detailed traffic data provided by the City are presented in Appendix D of this report. The maximum ADT and%Truck were used to conduct our pavement analyses. Table 7-2 on the following page provides the recommended minimum typical flexible pavement sections derived from our analysis using the AASHTO Pavement Design Guide. TWE Project No. 19.53.057 7-2 Report No.23782 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Table 7-2 Recommended Minimum Typical Flexible Pavem nt Thicknesses for 30 Year Design Pavement HMAC, HMAC, CLB CC LSS CS SN Option Type D Type B A 3.0-in 4.0-in 12.0-in --- 8.0-in --- 5.24 B 3.0-in 3.0-in 16.0-in --- 8.0-in --- 5.40 C 4.0-in 4.0-in 8.0-in* --- --- 12.0-in 5.32 D 3.0-in 3.5-in 16.0-in --- --- 12.0-in 5.38 E 3-in 4.0-in --- 16.0-in --- 12.0-in 5.26 F 3.0-in 3.5-in --- 12.0-in** --- 12.0-in 5.30 G 3-in 4.5-in 12.0-in 8.0-in --- 5.20 (*) A single layer of geogrid (Tensar TX-5 or equivalent) installed at the bottom of the crushed limestone base. (**)A single layer of geogrid (Tensar TX-5 or equivalent) installed at the bottom and an additional layer at mid height of the crushed concrete base. HMAC =Hot Mix Asphalt Concrete CLB = Crushed Limestone Base (Type A, Grade 2 or better) CC = Crushed Concrete RAP = Cement Treated Reclaimed Asphalt Pavement LSS = Lime Stabilized Subgrade CS = Compacted Subgrade SN = Structural Number Pavement Options A through G involve full depth reconstruction of the roadway through the use of new imported materials. The existing pavement materials would be completely removed followed by lime stabilization, if selected, and/or compaction of the subgrade, placement and compaction of new imported crushed limestone base (flexible base material) or crushed concrete with or without geogrid(s), and placement and compaction of hot mix asphalt concrete. TWE Project No. 19.53.057 7-3 Report No.23782 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 7.2.2 Rigid Pavement Design The primary design requirements needed for rigid pavement design according to the AASHTO Guide include the following: • 28-day Concrete Modulus of Rupture,psi; • 28-day Concrete Elastic Modulus, psi; • Effective Modulus of Subgrade Reaction,pci (k-value); • Serviceability Indices; • Load Transfer Coefficient; • Drainage Coefficient; • Overall Standard Deviation; • Reliability, %; and, • Design Traffic, 18-kip Equivalent Single Axle Load(ESAL) The design values used for our analyses are presented in Table 7-3 below for 30-yr design life. Table 7-3 R id Pavement Design Values for 30 Year Desi n Description Value 28-day Concrete Modulus of Rupture 620-psi 28-day Concrete Elastic Modulus 5,000,000-psi Effective Modulus of Subgrade Reaction 300- ci Serviceability Indices Initial 4.5 Terminal 2.5 Load Transfer Coefficient Continuously Reinforced 2.6 Plain 2.9 Drainage Coefficient 1.0 Overall Standard Deviation 0.39 Reliability 90 Design Traffic, 18-kip Equivalent Single Axle Load(ESAL) 1,909,950 Table 7-4 below provides the recommended minimum typical rigid pavement sections derived from our analysis using the AASHTO Pavement Design Guide. Table 1-4 kecommen ded Minimum Typical Ri' id Pavement Thicknesses for 30 Year'Desi n' Pavement Option PCC CLB CS Continuously Reinforced 7.0-in 7.0-in 12.0-in Plain 8.0-in 7.0-in 12.0-in. TWE Project No. 19.53.057 7-4 Report No.23782 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC PCC =Portland Cement Concrete CLB = Crushed Limestone Flexible Base (TxDOT, Item 247, Type A, Grade 2 or better) CS = Compacted Subgrade 7.3 Pavement Section Material Hot Mix Asphalt Concrete (HMAC7) HMAC should conform to Item 340/341, "Dense-Graded Hot-Mix Asphalt" of the Texas Department of Transportation (TxDOT) 2014 Standard Specifications for Construction and Maintenance of Highways, Streets and Bridges. The HMAC should provide a minimum tensile strength (dry) of 85 to 200 psi when tested in accordance with TxDOT Test Method Tex-226-F, and should be compacted at 92% to 96% of the theoretical density as determined from the asphaltic mixture design prepared in accordance with TxDOT Test Method Tex-207-F "Determining Density of Compacted Bituminous Mixtures". Portland Cement Concrete (PCC) PCC should be provided in accordance with TxDOT Item 421 "Hydraulic Cement Concrete", 2014. Concrete should be designed to meet a minimum average flexural strength (modulus of rupture) of at least 620-psi at 28-days or a minimum average compressive strength of 4,500-psi at 28-days. Reinforcing steel consisting of deformed steel rebar should be used in accordance with TxDOT Item 440 "Reinforcing Steel." The first few loads of concrete should be checked for slump, air and temperature on start-up production days to check for concrete conformance and consistency. Concrete should be sampled and strength test specimens [two (2) specimens per test] prepared on the initial day of production and for each 400-yd' or fraction thereof of concrete pavement thereafter. At least one (1) set of strength test specimens should be prepared for each production day. Slump, air and temperature tests should be performed each time strength test specimens are made. Concrete temperature should also be monitored to ensure that concrete is consistently within the temperature requirements. Crushed Limestone Base (CLB) CLB should conform to City of Corpus Christi Standard Construction Specification (CoCC) Section 025223 "Flexible Base" and should be moisture conditioned to -2% to +2% of the optimum moistures and compacted to at least 98 percent of the maximum dry densities determined by Modified Proctor (ASTM D 1557) and Standard Proctor (ASTM D 698) for flexible pavement sections and rigid pavement sections, respectively. Crushed Concrete (CCS CC should conforin to TxDOT Item 247, Type D, Grade I or 2 and should be compacted in the same manner as CLB. TWE Project No. 19.53.057 7-5 Report No.23782 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Lime-Stabilized Subgrade (LSS) Lime stabilization of the subgrade soils is recommended for flexible pavement sections included in Tables 7-1 and 7-2 above. Proper preparation and lime stabilization of the roadway subgrade will improve long-term pavement performance by reducing plasticity of the clay soils, increasing their load carrying capacity, and improving their workability. After completion of necessary stripping and clearing, the exposed soil subgrade should be carefully evaluated by probing and testing. Any unsuitable material (shell, gravel, organic material, wet, soft or loose soil) still in place should be removed. The exposed soil subgrade should be further evaluated by proofrolling with a heavy pneumatic tired roller, loaded dump truck or similar equipment weighing at least 20-tons to ensure that soft or loose material does not exist beneath the exposed soils. Proofrolling procedures should be observed routinely by a qualified representative of TWE. Any undesirable material revealed should be removed and replaced in a controlled manner with soils similar in classification or select fill. Once final subgrade elevation is achieved and prior to placement of crushed limestone base material or crushed concrete, the exposed surface of the pavement subgrade soil should be scarified to a depth of 8-in and mixed with hydrated lime in conformance with TxDOT Item 260 "Lime Treatment (Road-Mixed)". It is estimated that 7% hydrated lime by dry unit weight of soil will be required. Assuming an in-place unit weight of 120-pcf for the roadway Subgrade soils, 7% lime by dry unit weight equates to about 50-lbs of lime per square yard of treated subgrade. The actual quantity of lime required should be determined after the roadway alignment is stripped and subgrade soils are exposed by use of a laboratory soil treatability study. Lime used during chemical stabilization should be Type A hydrated lime or Type B commercial slurry. The lime stabilized subgrade should be compacted to a minimum 95% of the maximum dry density as determined by Standard Proctor (ASTM D 698) at a moisture content within the range of 4% above optimum. Lime stabilization should extend at least 1-ft beyond the roadway edge to reduce effects of seasonal shrinking and swelling. In areas where hydrated lime is used for stabilization, routine sampling and Atterberg limit tests should be performed to verify the resulting plasticity index of the stabilized mixture is at/or below 20. Mechanical lime stabilization of the roadway subgrade will not prevent normal seasonal movement of the underlying untreated materials. Therefore, good perimeter surface drainage with a minimum 2% slope away from the roadway is recommended. Compacted Subgrade (CSS After completion of necessary stripping and clearing, the exposed soil subgrade should be carefully evaluated by probing and testing. Any unsuitable material (shell, gravel, and organic material, wet, soft or loose soil) still in place should be removed. The exposed soil subgrade should be further evaluated by proofrolling with a heavy pneumatic tired roller, loaded dump TWE Project No. 19.53.057 7-6 Report No.23782 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC truck or similar equipment weighing at least 20-tons to ensure that soft or loose material does not exist beneath the exposed soils. Proofrolling procedures should be observed routinely by a qualified representative of TWE. Any undesirable material revealed should be removed and replaced in a controlled manner with soils similar in classification or select fill. Once final subgrade elevation is achieved and prior to placement of crushed limestone base or crushed concrete material, the exposed surface of the pavement subgrade soil should be scarified to a depth of 12-in. and compacted in two, 6-in lifts, each to a minimum 95% of the maximum dry density as determined by Standard Proctor (ASTM D 698) at a moisture content within the range of 3% above optimum. Crushed limestone base or crushed concrete material should be promptly placed on the compacted, tested, and accepted subgrade. 7.4 Pavement Maintenance Periodic maintenance of the roadway should be performed over the life of the pavement structure. Maintaining the roadway to prevent infiltration of water into the crushed limestone base material and subgrade soils is essential. Allowing water to infiltrate these materials will result in high maintenance costs and premature failures. TWE Project No. 19.53.057 7-7 Report No.23782 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 8 LIMITATIONS AND DESIGN REVIEW 8.1 Limitations This report has been prepared for the exclusive use of City of Corpus Christi and the project team for specific application to the design and construction of the proposed Alameda Street Reconstruction, Louisiana Ave to Chamberlain St project. Our report has been prepared in accordance with the generally accepted geotechnical engineering practice common to the local area. No other warranty, express or implied, is made. The geotechnical information contained in this report is based on the data obtained from the referenced subsurface explorations at the project site. The soil borings indicate subsurface conditions only at the specific locations, time and depth penetrated. The soil borings do not necessarily reflect strata variations that could exist at other locations within the project site. If any changes in the nature, design or location of the project are planned, the geotechnical information contained in this report should not be considered valid unless the changes are reviewed, and the geotechnical information modified or verified in writing by TWE. TWE is not responsible for any claims, damages or liability associated with interpretation or reuse of the subsurface data or geotechnical information without the expressed written authorization of TWE. 8.2 Design Review Review of the design and construction drawings as well as the specifications should be performed by TWE before release. The review is aimed at determining if the geotechnical design and construction recommendations contained in this report have been properly interpreted. Design review is not within the authorized scope of work for this study. 8.3 Construction Monitoring Construction surveillance is recommended and has been assumed in preparing our recommendations. These field services are required to check for changes in conditions that may result in modifications to our recommendations. The quality of the construction practices will affect performance of the project structures and should be monitored. TWE would be pleased to provide construction monitoring, testing and inspection services for the project. 8.4 Closing Remarks We appreciate the opportunity to be of service during this phase of the project and we look forward to continuing our services during the construction phase and on future projects. TWE Project No. 19.53.057 8-1 Report No.23782 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC APPENDIX A SOIL BORING LOCATION PLAN TWE DRAWING NO. 19.53.057-1 TWE Project No. 19.53.057 Report No.23782 q �ivo>i��o Fy�dmmm z rn rn rn zio M'M'M'M F gWWWWW F rn q a c z a o 0 0 � zzzzzz - o w4 c)r-r-owm w of 0 z O 6,6 ��i c9 q W F onv>wwm 5 z F w MMI i� 5 q Q 2 wo d x wo a a ab z b ry F O W x x W x x U fA I'I r l g! �/ c r Y 10 0 IM /q al G i lj cr m r I' e � r � 'I / r r i / i o 9 s F o R Il / DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC APPENDIX B LOG OF PROJECT BORING AND A KEY TO TERMS AND SYMBOLS USED ON BORING LOGS TWE Project No. 19.53.057 Report No.23782 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC LOG OF BORING B-1 PROJECT: Alameda St-Louisiana Av to Chamberlain CLIENT: City of Corpus Christi Corpus Christi, Texas. Corpus Christi, Texas. COORDINATES: N 27'46' 00.3" N w z o w W 97° 23'47.83"W N o = w N o a z� � � >� Z Qo �o SURFACE ELEVATION: a z 3 ui v o _ z w o w g F J o DRILLING METHOD: w> w: w �Q o o w I u~i LL z j �o Wa m Dry Augered: 0.0-ft. to 9.0-ft. Y X Lu � z" Z) `n o a z w z CO U)w w U- p 2 g VO a<n .z az 2Ew 0 c U)— _� < >- Wash Bored: to a~ o Lu ii o J a— C) J �Uj a� o a MATERIAL DESCRIPTION ~ n LL a 0 i. 2.5'Asphalt underlaid by 6"of base material $P-, Dense gray and tan CLAYEY SAND (SC)with iron (P)1.50 20 99 54 32 2.86 11.3 (3) 38 oxide stains and with calcareous nodules 5 Firm gray and tan SANDY FAT CLAY(CH)with (P)1.25 gypsum -becomes very stiff and color changes to reddish brown (P)1.75 21 108 2.18 8.3 (7) 61 and tan Bottom @ 9' 10 15 20 25 30 35 COMPLETION DEPTH: 9 ft REMARKS: Ground water was not encountered during dry auger drilling.At completion of DATE BORING STARTED: 08-28-2019 drilling and sampling,the opening was back filled with soil cuttings and capped DATE BORING COMPLETED: 08-28-2019 with an asphalt cold patch.Application of phenolphthalien to subgrade sample did LOGGER: J.Gonzales not indicate presence of lime. PROJECT NO.: 19.53.057 Pagel of 1 TOLUNAY-WONG 0 ENGINEERS, INC. DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC LOG OF BORING B-2 PROJECT: Alameda St-Louisiana Av to Chamberlain CLIENT: City of Corpus Christi Corpus Christi, Texas. Corpus Christi, Texas. COORDINATES: N 27'45' 55.7" N w z w W 97° 23'45.2"W N 0— I— = w N o a z� �; � � >� z Qo �o SURFACE ELEVATION: a z 3 w v o _ z w o w g F J o DRILLING METHOD: w> w: w 8, o o w I u~) LL z j �o W a m Dry Augered: 0.0-ft. to 25.0-ft. Y X w � z" Z) `n 0 a z w z CO u)w w U- 2 � 00 [L(1) Oz 0 az 2Ew 0 c U)— _� < >- Wash Bored: 19.0-ft.to 25.0-ft. O F o Lu ii o J a— o 3 0� a�' o a MATERIAL DESCRIPTION ~ o LL a 0 12"Asphalt Stiff gray and tan FAT CLAY(CH)with calcareous (P)2.00 nodules and iron oxide stains (P)2.00 34 83 87 59 1.95 4.3 (3) 90 5 (P)2.00 Very stiff tan and brown FAT CLAY with SAND(CH) (P)2.25 18 109 57 41 3.10 13.8 (7) 72 with iron oxide stains and gypsum -becomes stiff and color changes to tan and reddish (P)2.50 10 brown with calcareous nodules Very stiff tan CLAYEY SAND (SC) (P)4.00 12 107 30 10 3.80 9.3 (12) 33 15 becomes loose and color changes to reddish tan and 2/6" ..... 3/6" 20A tan with calcareous nodules !lJ l:ll Medium dense tan POORLY GRADED SAND with 3/6" 27 5 CLAY SP-SC with calcareous nodules12/2/6 6" Bottom @ 25' 30 35 COMPLETION DEPTH: 25 ft REMARKS: Free water was encountered at a depth of 19.0-ft. below existing grade during dry DATE BORING STARTED: 08-28-2019 auger drilling.After a 10 minute waiting period,water was at a depth of 18.5-ft.At DATE BORING COMPLETED: 08-28-2019 completion of drilling and sampling,the open bore hole was filled with soil cuttings LOGGER: J.Gonzales and capped with an asphalt cold patch.Application of phenolphthalein to subgrade PROJECT NO.: 19.53.057 sample did not indicate presence of lime. Pagel of 1 TOLUNAY-WONG 0 ENGINEERS, INC. DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC LOG OF BORING B-3 PROJECT: Alameda St-Louisiana Av to Chamberlain CLIENT: City of Corpus Christi Corpus Christi, Texas. Corpus Christi, Texas. COORDINATES: N 27'45' 51.7" N w z w W 97° 23'41.9"W N 0— I— = w N o a z� �; � � >� z Qo �o SURFACE ELEVATION: a z 3 w v o _ z w o w g F J o DRILLING METHOD: w> w: w �Q o o w I u~) LL z j �o Wa m Dry Augered: 0.0-ft. to 7.0-ft. Y X w � z" Z) `n o a z w z CO u)w w U- p 2 g VO a<n .z az 2Ew 0 c U)— _� < >- Wash Bored: to a~ o Lu ii o J a— C) J �Uj a� o a MATERIAL DESCRIPTION ~ o LL a 0 r , 14"of Asphalt Stiff gray FAT CLAY(CH)with calcareous nodules (P)1.50 34 82 87 -color changes to gray and tan with iron oxide stains (P)1.00 37 81 84 56 1.43 5.6 (3) 91 5 -becomes very stiff (P)3.00 Bottom @ 7' 10 15 20 25 30 35 COMPLETION DEPTH: 7 ft REMARKS: Ground water was not encountered during dry auger drilling.At completion of DATE BORING STARTED: 08-28-2019 drilling and sampling,the open bore hole was backfilled with soil cuttings and DATE BORING COMPLETED: 08-28-2019 capped with asphalt cold patch.Application of phenolphthalein to subgrade sample LOGGER: J.Gonzales did not indicate present of lime. PROJECT NO.: 19.53.057 Pagel of 1 TOLUNAY-WONG 0 ENGINEERS, INC. DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC LOG OF BORING B-4 PROJECT: Alameda St-Louisiana Av to Chamberlain CLIENT: City of Corpus Christi Corpus Christi, Texas. Corpus Christi, Texas. COORDINATES: N 27'45'47.0" N w z o w W 97° 23' 39.2"W N 0— I— .- = w N o a z� �; � � >� Z Qo �o SURFACE ELEVATION: a z 3 ui v o _ z w o w g F J o DRILLING METHOD: w> w: w �Q o o w I u~) LL z j �o Wa m Dry Augered: 0.0-ft. to 7.0-ft. Y X Lu � z" Z) `n o a z w z CO u)w w U- p 2 g VO a<n .z az 2Ew 0 c U)— _� < >- Wash Bored: to a~ o Lu ii o J a— C) J �Uj a� o a MATERIAL DESCRIPTION ~ o LL a 0 11"Asphalt Stiff dark gray FAT CLAY(CH) (P)1.75 34 88 82 55 1.80 6.8 (2) 86 -color changes to gray and tan with calcareous nodules (P)1.75 5 -color changes to tan and reddish brown with iron oxide (P)2.00 33 82 1.80 6.8 (5) 86 stains and gypsum Bottom @ 7' 10 15 20 25 30 35 COMPLETION DEPTH: 7 ft REMARKS: Ground water was not encountered during dry auger drilling.At completion of DATE BORING STARTED: 08-28-2019 drilling and sampling,the open bore hole was back filled with soil cutting and DATE BORING COMPLETED: 08-28-2019 capped with asphalt cold patch.Application of phenolphthalein to subgrade sample LOGGER: J.Gonzales did not indicate presence of lime. PROJECT NO.: 19.53.057 Pagel of 1 TOLUNAY-WONG 0 ENGINEERS, INC. DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC LOG OF BORING B-5 PROJECT: Alameda St-Louisiana Av to Chamberlain CLIENT: City of Corpus Christi Corpus Christi, Texas. Corpus Christi, Texas. COORDINATES: N 27'45'42.8" N w z o w W 97° 23' 36.2"W N 0— I— -- = w — o a z� �; � � >� Z Qo �o SURFACE ELEVATION: a z 3 w v o = qw z w o w g F J o DRILLING METHOD: w> w: W R Q o o w I u~) LL z j �o W a m Dry Augered: 0.0-ft. to 25.0-ft. Y X W � z" Z) `n o a z w z CO u)w w U- 2 p g VO [L(1) oz az 2Ew 0 c U)— _� < >- Wash Bored: to a~ oLu iio J a— o� J UUj a� oa MATERIAL DESCRIPTION ~ o LL Co w o r = 16"Asphalt Very stiff dark gray and gray FAT CLAY(CH)with calcareous nodules (P)2.50 35 84 87 61 2.20 3.9 (2) 90 -becomes stiff and color changes to gray and dark gray with iron oixde stains (P)2.50 5 -becomes very stiff and color changes to reddish brown and tan with gypsum and slcikenslides (P)2.00 25 97 63 44 2.74 6.1 (6) 88 -with abundant gypsum (P)3.50 10 (P)3.25 Very stiff reddish brown and tan FAT CLAY with SAND (P)3.25 22 102 62 45 71 (CH)with iron oxide stains and gypsum 15 >- -calcareous nodules (P)3.50 20 (P)4.25 24 109 64 45 3.42 5.5 (20) 92 25 Bottom @ 25' 30 35 COMPLETION DEPTH: 25 ft REMARKS: Ground water was not encountered during dry auger drilling.At completion of DATE BORING STARTED: 08-28-2019 drilling and sampling,the bore hole was back filled with soil cuttings and capped DATE BORING COMPLETED: 08-28-2019 with asphalt cold patch. Application of phenolphthalein to subgrade sample did not LOGGER: J.Gonzales indicate presence of lime. PROJECT NO.: 19.53.057 Pagel of 1 TOLUNAY-WONG 0 ENGINEERS, INC. DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC LOG OF BORING B-6 PROJECT: Alameda St-Louisiana Av to Chamberlain CLIENT: City of Corpus Christi Corpus Christi, Texas. Corpus Christi, Texas. COORDINATES: N 27'45' 38.9" N w z o w W 97° 23' 34.0"W N 0— I— .- = w N o a z� �; � � >� Z Qo �o SURFACE ELEVATION: a z 3 ui v o _ z w o w g F J o DRILLING METHOD: w> w: w �Q o o w I u~i LL z j �o Wa m Dry Augered: 0.0-ft. to 7.0-ft. Y X Lu � z" Z) `n o a z w z CO U)w w U- p 2 g VO a<n .z az 2Ew 0 c U)— _� < >- Wash Bored: to a~ o Lu ii o J a— C) J �Uj a� o a MATERIAL DESCRIPTION ~ n LL a o .. 9"asphalt underlaid by 14"of base material % c Stiff tan and gray FAT CLAY(CH)with iron oxide stains (P)1.0 36 84 90 64 1.03 4.1 (2) 89 and calcareous nodules (P)1.25 36 83 1.16 4.7 (3) 89 -color changes to gray and brown 5 -becomes firm and color changes to reddish brown and (P)1.25 tan Bottom @ 7' 10 15 20 25 30 35 COMPLETION DEPTH: 7 ft REMARKS: Ground water was not encountered during dry auger drilling.At completion of DATE BORING STARTED: 08-28-2019 drilling and sampling,the open bore hole was back filled with soil cuttings and DATE BORING COMPLETED: 08-28-2019 capped with a asphalt cold patch.Application of phenolphthalein to subgrade LOGGER: J.Gonzales sample did not indicate the presence of lime. PROJECT NO.: 19.53.057 Pagel of 1 TOLUNAY-WONG 0 ENGINEERS, INC. DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC KEY TO SYMBOLS AND TERMS USED ON BORING LOGS FOR SOIL Most Common Unified Soil Sampler Symbols Meaning Classifications System Symbols Pavement core FALean Clay(CL) Well Graded Sand(SW) El Thin-walled tube sample ElLean Clay w/Sand(CL) E:: Well Graded Sand w/Gravel(SW-GM) Standard Penetration Test(SPT) Auger sample Sandy Lean Clay(CL) F7 Poorly Graded Sand(SP) Sampling attempt with no recovery ® Fat Clay(CH) 7:I:I: Poorly Graded Sand w/Silt(SP-SM) TxDOT Cone Penetrometer Test Fat Clay w/Sand(CH) 11M Silt(ML) Field Test Data 2.50 Pocket penetrometer reading in tons per square foot Sandy Fat Clay(CH) Elastic Silt(MH) (T)1.13 Torvane Measurement in tons per square foot 8/6" Blow count per 6-in.interval of the Standard Silty Clay(CL-ML) Elastic Silt w/Sand(MH-SP) Penetration Test 7 Observed free water during drilling Sandy Silty Clay(CL-ML) .I•I Silty Gravel(GM) Observed static water level Laboratory Test Data :I Silty Clayey Sand(SC-SM) Clayey Gravel(GC) We(%) Moisture content in percent Well Graded Gravel(GW) Clayey Sand(SC) Dens.(pcf) Dry unit weight in pounds per cubic foot � Qu(tsf) Unconfined compressive strength in tons per square foot Sandy Silt(ML) x'"' Well Graded Gravel w/Sand(SP-GM) UU(tsf) Compressive strength under confining pressure in • tons per square foot Silty Sand(SM) ♦ Poorly Graded Gravel(GP) � Sir.(%) Strain at failure in percent Silt w/Sand(ML) ®Peat LL Liquid Limit in percent PI Plasticity Index #200(%) Percent passing the No.200 mesh sieve Miscellaneous Materials O Confining pressure in pounds per square inch Fill . Concrete ■ Asphalt and/or Base * Slickensided failure a ** Did not fail @ 15%strain RELATIVE DENSITY OF CONSISTENCY OF COHESIVE SOILS COHESIONLESS&SEMI-COHESIONLESS SOILS The following descriptive terms for consistency apply to cohesive The following descriptive terms for relative density apply to soils such as clays,sandy clays,and silty clays. cohesionless soils such as gravels,silty sands,and sands as well as semi-cohesive and semi-cohesion less soils such as sandy silts,and clayey sands. Typical Typical Pocket Compressive SPT"N 60" Typical Relative N60 Penetrometer(tsf) Strength(tsf) Consistency Value Range** Density Value Range* pp<0.50 qu<0.25 Very soft —<2 0.50<pp<0.75 0.25<—qu<0.50 Soft 3-4 Very Loose 0-4 Loose 5-10 0.75<pp<1.50 0.50<<qu< 1.00 Firm 5-8 — Medium Dense 11-30 1.50<pp<3.00 1.00<qu<2.00 Stiff 9-15 Dense 31-50 3.00<pp<4.50 2.00—<qu<4.00 Very Stiff 16-30 >4.50 q u>4.00 Hard >31 Very Dense Over 50 pp— *N60 is the number of blows from a 140-1b weight having a free **An"N60"value of 31 or greater corresponds to a hard consistency. fall of 30-in.required to penetrate the final 12-in.of an 18-in. The correlation of consistency with a typical SPT"N60'value range sample interval,corrected for field procedure to an average energy is approximate. ratio of 60%(Terzaghi,Peck,and Mesri, 1996). Tolunay-WongEngineers,Inc. REVISION DATE 1-5-12 GEOSYSTEAI 0 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC APPENDIX C APPARENT EARTH PRESSURE DIAGRAM - BRACED TRENCH ANALYSIS TWE Project No. 19.53.057 Report No.23782 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 0. 5H H 0.5H 0.,25 NOTES Tolunay-Nang$0 Engineers,Inc. Drawn By: J.B.S. Apparent Earth Pressure Diagram Checked By: p = 43 * H Alameda Street Reconstruction D.R.R. 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Michael Bell, PWS, Environmental Project Manager, HDR, Inc. Limited Environmental Site Assessment for Roadway Improvements within South Subject: Alameda Street's Existing Easement Between Chamberlain Street and Louisiana Avenue HDR Engineering Inc. (HDR) contracted with Environmental Data Resources, Inc. (EDR)to conduct a limited environmental site assessment through the review of a prepared regulatory database report (EDR Report) for a corridor along South Alameda Street from the intersection of Chamberlain Street to the intersection with Louisiana Avenue (Project Corridor or Corridor). The EDR Report was completed on March 13, 2021. The EDR Report located a total of 13 sites within a one-mile radius of the Project Corridor with a total of 19 environmental listings. One site (Incarnate Word Academy) is located within or abutting the Corridor and two additional sites (a Shell gas station and HEB grocery store) are within a '/ mile of the Corridor(Figure 1). The 13 sites comprise of: • 11 Leaking Petroleum Storage Tank (LPST) listings associated with 11 Underground Storage Tank (UST) listings, o Six of the UST listings have Financial Assurance listings associated with them. • Three Asbestos listings associated with Incarnate Word Academy, • Two Compliance History (COMP HIST) listings associated with a drycleaner site and a convenience store/gas station, • One Groundwater Contamination Case (GCC) associated with a gas station, • One Aerometric Information Retrieval System (AIRS) listing associated with a convenience store/gas station, and • One Enforcement Action (ENF) listing associated with a convenience store/gas station that has since been withdrawn. None of the sites with listings mentioned above have the potential of impacting excavations along the Project Corridor. All LPST listings have received final concurrence from the state environmental agency, the Texas Commission on Environmental Quality(TCEQ), and no further actions are required as most USTs associated with the LPST listings are inactive and, in some instances, have been removed. Those that have not been removed or are still considered active have an active Financial hr rinc.com 555 N.Carancahua Suite 1,600 Corpus Christi,7X '78401 0849 (361)696 3300 1. DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC City of Corpus Christi i Alameda Bond 2018 18005A Project FN Memo Assurance listing associated with them signifying that financial responsibility for previous and residual impacts to soil and groundwater has been established. The one GCC listing associated with Duves Quick Stop located at 2002 South Staples Street (1,800 feet west of the intersection of South Alameda Street and Louisiana Street) has been identified as a release of gasoline in July 1989. Groundwater monitoring confirmed contamination by gasoline constituents, and subsequent monitoring and remediation activities were completed. While the GCC listing dates back to a time when environmental regulations were not as strict as today and groundwater contamination could still be present from this past release, residual contamination (if any) is not anticipated to have migrated into the Project Corridor as groundwater flow, is expected to flow to the north/northwest based on groundwater elevation readings from monitoring wells. While HDR does not anticipate an encounter with petroleum hydrocarbons in the subsurface during Project excavation activities, a subsequent site reconnaissance effort to determine existing site conditions that may constitute a Recognized Environmental Condition (REC) was not performed. Therefore, care should be taken during excavation activities along the corridor with a plan if petroleum hydrocarbons are encountered. hr rinc.com 555 N.Carancahua Suite 1,600 Corpus Christi,7X '78401 0849 (361)696 3300 2 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC City of Corpus Christi Alameda Bond 2018 18005A Project FN Memo I mi "J Lo r f„i r ;112m! ° 1/4m! 112f1"1i 1 P1tl71, say saNn d 1/20IJ 1tr!ol 114M1 Ir4`' L. q^N d Fw „ V�1 d 11rif' Xryw .W la�ri� w,fL I, nC 01,REVIEWCORRIDOR `1$ SITE LISTINGS AT HIGH ELEVATION FROM PHASE 1 ESA SITE LISTINGS REVIEW CORRIDOR 0 ze as Mies � SITE LISTINGS AT LOW ELEVATION FROM 18005AALAMEDA BOND 2018 REVIEW CORRIDOR PHASE 1 ESA CORPUS CHRISTI&NUECES COUNTIES,TX JUNE 2021 FIGURE 1 hdrinc.com 555 N.Carancahua Suite 1,600 Corpus Christi,7X '78401 0849 (361)696 3300 3 DocuSign Envelope ID:OA6E6F28-4048-49F7-9FOI-102BBOCA5DDC COemeEa Bond 301e O S Alameda Sl Corpus Christi, T% 7e404 Inquiry Number: 6492348.2s May 13, 2021 VIII i:ll III ILII 1 II I DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC TABLE OF CONTENTS SECTION PAGE Executive Summary----------------------------------------------------. ES1 Overview Map--------------------------------------------------------- 2 DetailMap------------------------------------------------------------ 3 Map Findings Summary-------------------------------------------------- 4 MapFindings--------------------------------------------------------- 8 Orphan Summary------------------------------------------------------ 216 Government Records Searched/Data Currency Tracking------------------------- GR-1 GEOCHECK ADDENDUM Physical Setting Source Addendum----------------------------------------- A-1 Physical Setting Source Summary------------------------------------------ A-2 Physical Setting SSURGO Soil Map----------------------------------------- A-5 Physical Setting Source Map---------------------------------------------- A-10 Physical Setting Source Map Findings--------------------------------------- A-12 Physical Setting Source Records Searched----------------------------------- PSGR-1 Thank you for your business. Please contact EDR at 1-800-352-0050 with any questions or comments. Disclaimer-Copyright and Trademark Notice This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources,Inc. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources.NO WARRANTY EXPRESSED OR IMPLIED,IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT.ENVIRONMENTAL DATA RESOURCES,INC.SPECIFICALLY DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES,INCLUDING WITHOUT LIMITATION, MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE.ALL RISK IS ASSUMED BY THE USER.IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES,INC.BE LIABLE TO ANYONE,WHETHER ARISING OUT OF ERRORS OR OMISSIONS,NEGLIGENCE, ACCIDENT OR ANY OTHER CAUSE,FOR ANY LOSS OF DAMAGE,INCLUDING,WITHOUT LIMITATION,SPECIAL,INCIDENTAL, CONSEQUENTIAL,OR EXEMPLARY DAMAGES.ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES,INC.IS STRICTLY LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT.Purchaser accepts this Report"AS IS".Any analyses,estimates, ratings, environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only,and are not intended to provide, nor should they be interpreted as providing any facts regarding,or prediction or forecast of,any environmental risk for any property. Only a Phase I Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any property.Additionally,the information provided in this Report is not to be construed as legal advice. Copyright 2020 by Environmental Data Resources, Inc.All rights reserved. Reproduction in any media or format, in whole or in part,of any report or map of Environmental Data Resources,Inc.,or its affiliates,is prohibited without prior written permission. EDR and its logos(including Sanborn and Sanborn Map)are trademarks of Environmental Data Resources, Inc.or its affiliates.All other trademarks used herein are the property of their respective owners. TC6492348.2s Page 1 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC EXECUTIVE SUMMARY A search of available environmental records was conducted by Environmental Data Resources, Inc(EDR). The report was designed to assist parties seeking to meet the search requirements of EPA's Standards and Practices for All Appropriate Inquiries (40 CFR Part 312), the ASTM Standard Practice for Environmental Site Assessments (E 1527-13), the ASTM Standard Practice for Environmental Site Assessments for Forestland or Rural Property (E 2247-16), the ASTM Standard Practice for Limited Environmental Due Diligence:Transaction Screen Process(E 1528-14)or custom requirements developed for the evaluation of environmental risk associated with a parcel of real estate. TARGET PROPERTY INFORMATION ADDRESS 2920 S ALAMEDA ST CORPUS CHRISTI,TX 78404 COORDINATES Latitude(North): 27.7642780-27°45' 51.40" Longitude(West): 97.3949960-97° 23'41.98" Universal Tranverse Mercator: Zone 14 UTM X(Meters): 658164.9 UTM Y(Meters): 3071952.2 Elevation: 31 ft. above sea level USGS TOPOGRAPHIC MAP ASSOCIATED WITH TARGET PROPERTY Target Property Map: 5936807 CORPUS CHRISTI,TX Version Date: 2013 Northeast Map: 5936781 PORTLAND, TX Version Date: 2013 Southeast Map: 5936767 OSO CREEK NE, TX Version Date: 2013 Southwest Map: 5936769 OSO CREEK NW,TX Version Date: 2013 AERIAL PHOTOGRAPHY IN THIS REPORT Portions of Photo from: 20140504 Source: USDA TC6492348.2s EXECUTIVE SUMMARY 1 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC F- MAPPED SITES SUMMARY Target Property Address: 2920 S ALAMEDA ST CORPUS CHRISTI,TX 78404 Click on Map ID to see full detail. MAP RELATIVE DIST(ft. &mi.) ID SITE NAME ADDRESS DATABASE ACRONYMS ELEVATION DIRECTION Al INCARNATE WORD ACADE 2920 S ALAMEDA ASBESTOS TP A2 INCARNATE WORD ACADE 2920 ALAMEDA ASBESTOS TP A3 INCARNATE WORD ACADE 2920 S ALAMEDA ASBESTOS TP 4 SHELL LINDA 522 SORRELL ST EDR Hist Auto Higher 347,0.066,South B5 HEB 413 3133 S ALAMEDA ST UST, Financial Assurance Lower 1280,0.242,SSE B6 HEB 413 3133 S ALAMEDA ST LPST Lower 1280,0.242,SSE 7 AFFORDABLE DETAIL 2806 SANTA FE ST LPST, UST, DRYCLEANERS,COMP HIST Lower 1638,0.310, NE 8 DUVES QUICK STOP 2002 S STAPLES ST LPST, UST, Financial Assurance, GCC Higher 1807,0.342,WNW 9 JOHNS AUTO CENTER 1923 S STAPLES ST LPST, UST Higher 1866,0.353,WNW 10 USED CAR LOT 1747 S STAPLES ST LPST, UST Higher 1981,0.375, NW 11 MISTER KS HEATING& 1701 S STAPLES ST LPST, UST Higher 2432,0.461, NW 12 AMANS FOOD MART 2 3245 S ALAMEDA ST LPST, UST, ENF, Financial Assurance Lower 2432,0.461,SSE C13 Q MARKET 2702 S STAPLES ST LPST, UST, Financial Assurance Higher 2445,0.463,West C14 TIMES MART 200 2714 S STAPLES ST LPST, UST,AIRS, Financial Assurance,COMP HIST Higher 2482,0.470,WSW D15 RED CARPET CAR WASH 2740 S STAPLES ST LPST, UST Higher 2521,0.477,WSW D16 7-ELEVEN STORE 40865 2754 S STAPLES ST LPST, UST, Financial Assurance Higher 2522,0.478,WSW 6492348.2s Page 2 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC EXECUTIVE SUMMARY TARGET PROPERTY SEARCH RESULTS The target property was identified in the following records. For more information on this property see page 8 of the attached EDR Radius Map report: Site Database(s) EPA ID INCARNATE WORD ACADE ASBESTOS N/A 2920 S ALAMEDA CORPUS CHRISTI,TX 78404 INCARNATE WORD ACADE ASBESTOS N/A 2920 ALAMEDA CORPUS CHRISTI,TX 78404 INCARNATE WORD ACADE ASBESTOS N/A 2920 S ALAMEDA CORPUS CHRISTI,TX 78404 DATABASES WITH NO MAPPED SITES No mapped sites were found in EDR's search of available ("reasonably ascertainable ") government records either on the target property or within the search radius around the target property for the following databases: STANDARD ENVIRONMENTAL RECORDS Federal NPL site list NPL--------------------------- National Priority List Proposed NPL---------------- Proposed National Priority List Sites NPL LIENS-------------------. Federal Superfund Liens Federal Delisted NPL site list Delisted NPL------------------ National Priority List Deletions Federal CERCLIS list FEDERAL FACILITY---------- Federal Facility Site Information listing SEMS------------------------- Superfund Enterprise Management System Federal CERCLIS NFRAP site list SEMS-ARCHIVE-------------- Superfund Enterprise Management System Archive Federal RCRA CORRACTS facilities list CORRACTS------------------ Corrective Action Report TC6492348.2s EXECUTIVE SUMMARY 3 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC EXECUTIVE SUMMARY Federal RCRA non-CORRACTS TSD facilities list RCRA-TSDF------------------ RCRA-Treatment, Storage and Disposal Federal RCRA generators list RCRA-LQG------------------- RCRA- Large Quantity Generators RCRA-SQG------------------- RCRA-Small Quantity Generators RCRA-VSQG----------------- RCRA-Very Small Quantity Generators(Formerly Conditionally Exempt Small Quantity Generators) Federal institutional controls/engineering controls registries LUCIS------------------------- Land Use Control Information System US ENG CONTROLS--------- Engineering Controls Sites List US INST CONTROLS--------. Institutional Controls Sites List Federal ERNS list ERNS------------------------- Emergency Response Notification System State-and tribal-equivalent NPL SHWS------------------------. State Superfund Registry State and tribal landfill and/or solid waste disposal site lists SWF/LF----------------------- Permitted Solid Waste Facilities DEBRIS----------------------- DEBRIS CLI---------------------------- Closed Landfill Inventory WASTE MGMT--------------- Commercial Hazardous&Solid Waste Management Facilities State and tribal leaking storage tank lists INDIAN LUST----------------- Leaking Underground Storage Tanks on Indian Land State and tribal registered storage tank lists FEMA UST-------------------- Underground Storage Tank Listing AST--------------------------- Petroleum Storage Tank Database INDIAN UST------------------ Underground Storage Tanks on Indian Land State and tribal institutional control/engineering control registries AUL--------------------------- Sites with Controls State and tribal voluntary cleanup sites INDIAN VCP------------------ Voluntary Cleanup Priority Listing VCP---------------------------Voluntary Cleanup Program Database State and tribal Brownfields sites BROWNFIELDS-------------- Brownfields Site Assessments TC6492348.2s EXECUTIVE SUMMARY 4 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC EXECUTIVE SUMMARY ADDITIONAL ENVIRONMENTAL RECORDS Local Brownfield lists US BROWNFIELDS----------.A Listing of Brownfields Sites Local Lists of Landfill/Solid Waste Disposal Sites SWRCY----------------------- Recycling Facility Listing INDIAN ODI------------------- Report on the Status of Open Dumps on Indian Lands DEBRIS REGION 9----------- Torres Martinez Reservation Illegal Dump Site Locations ODI--------------------------- Open Dump Inventory IHS OPEN DUMPS----------- Open Dumps on Indian Land Local Lists of Hazardous waste/Contaminated Sites US HIST CDL----------------- Delisted National Clandestine Laboratory Register CDL--------------------------- CDL PRIORITYCLEANERS-------- Dry Cleaner Remediation Program Prioritization List DEL SHWS------------------- Deleted Superfund Registry Sites US CDL----------------------- National Clandestine Laboratory Register CENTRAL REGISTRY-------- CENTRAL REGISTRY PFAS-------------------------. PFAS Contamination Site Location Listing Local Lists of Registered Storage Tanks NON REGIST PST------------ Petroleum Storage Tank Non Registered Local Land Records HIST LIENS------------------- Environmental Liens Listing LIENS------------------------- Environmental Liens Listing LIENS 2----------------------- CERCLA Lien Information Records of Emergency Release Reports HMIRS------------------------ Hazardous Materials Information Reporting System SPILLS------------------------ Spills Database SPILLS 90-------------------- SPILLS 90 data from FirstSearch SPILLS 80-------------------- SPILLS 80 data from FirstSearch Other Ascertainable Records RCRA NonGen/NLR--------- RCRA- Non Generators/No Longer Regulated FUDS------------------------- Formerly Used Defense Sites DOD-------------------------- Department of Defense Sites SCRD DRYCLEANERS------_ State Coalition for Remediation of Drycleaners Listing US FIN ASSUR--------------- Financial Assurance Information EPA WATCH LIST------------ EPA WATCH LIST 2020 COR ACTION----------- 2020 Corrective Action Program List TSCA------------------------- Toxic Substances Control Act TRIS-------------------------- Toxic Chemical Release Inventory System SSTS-------------------------. Section 7 Tracking Systems TC6492348.2s EXECUTIVE SUMMARY 5 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC EXECUTIVE SUMMARY ROD-------------------------- Records Of Decision RMP-------------------------- Risk Management Plans RAATS------------------------ RCRA Administrative Action Tracking System PRP--------------------------- Potentially Responsible Parties PADS------------------------- PCB Activity Database System ICIS--------------------------- Integrated Compliance Information System FTTS-------------------------- FIFRA/TSCA Tracking System-FIFRA(Federal Insecticide, Fungicide, & Rodenticide Act)/TSCA(Toxic Substances Control Act) MLTS------------------------- Material Licensing Tracking System COAL ASH DOE-------------- Steam-Electric Plant Operation Data COAL ASH EPA-------------- Coal Combustion Residues Surface Impoundments List PCB TRANSFORMER-------- PCB Transformer Registration Database RADINFO--------------------- Radiation Information Database HIST FTTS-------------------- FIFRA/TSCA Tracking System Administrative Case Listing DOT OPS--------------------- Incident and Accident Data CONSENT-------------------- Superfund (CERCLA)Consent Decrees INDIAN RESERV------------- Indian Reservations FUSRAP---------------------- Formerly Utilized Sites Remedial Action Program UMTRA----------------------- Uranium Mill Tailings Sites LEAD SMELTERS------------ Lead Smelter Sites US AIRS---------------------- Aerometric Information Retrieval System Facility Subsystem US MINES-------------------- Mines Master Index File ABANDONED MINES--------.Abandoned Mines FINDS------------------------. Facility Index System/Facility Registry System UXO--------------------------- Unexploded Ordnance Sites ECHO------------------------- Enforcement&Compliance History Information DOCKET HWC---------------. Hazardous Waste Compliance Docket Listing FUELS PROGRAM----------- EPA Fuels Program Registered Listing AIRS-------------------------- Current Emission Inventory Data APAR------------------------- Affected Property Assessment Report Site Listing COAL ASH-------------------- Coal Ash Disposal Sites DRYCLEANERS-------------- Drycleaner Registration Database Listing ED AQUIF--------------------. Edwards Aquifer Permits ENF--------------------------- Notice of Violations Listing Financial Assurance----------. Financial Assurance Information Listing GCC-------------------------- Groundwater Contamination Cases IOP---------------------------. Innocent Owner/Operator Program LEAD------------------------- LEAD Ind. Haz Waste---------------. Industrial & Hazardous Waste Database MSD-------------------------- Municipal Settings Designations Database NPDES-----------------------. NPDES Facility List RWS-------------------------- Radioactive Waste Sites TIER 2------------------------ Tier 2 Chemical Inventory Reports UIC---------------------------. Underground Injection Wells Database Listing IHW CORR ACTION---------- IHW CORR ACTION PST STAGE 2----------------. PST Stage 2 COMP HIST------------------. Compliance History Listing MINES MRDS----------------. Mineral Resources Data System EDR HIGH RISK HISTORICAL RECORDS EDR Exclusive Records EDR MGP--------------------- EDR Proprietary Manufactured Gas Plants TC6492348.2s EXECUTIVE SUMMARY 6 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC EXECUTIVE SUMMARY EDR Hist Cleaner------------- EDR Exclusive Historical Cleaners EDR RECOVERED GOVERNMENT ARCHIVES Exclusive Recovered Govt.Archives RGA HWS-------------------- Recovered Government Archive State Hazardous Waste Facilities List RGA LF----------------------- Recovered Government Archive Solid Waste Facilities List SURROUNDING SITES:SEARCH RESULTS Surrounding sites were identified in the following databases. Elevations have been determined from the USGS Digital Elevation Model and should be evaluated on a relative (not an absolute) basis. Relative elevation information between sites of close proximity should be field verified. Sites with an elevation equal to or higher than the target property have been differentiated below from sites with an elevation lower than the target property. Page numbers and map identification numbers refer to the EDR Radius Map report where detailed data on individual sites can be reviewed. Sites listed in bold italics are in multiple databases. Unmappable (orphan)sites are not considered in the foregoing analysis. STANDARD ENVIRONMENTAL RECORDS State and tribal leaking storage tank lists LPST: The Leaking Petroleum Storage Tank Incident Reports contain an inventory of reported leaking petroleum storage tank incidents. The data come from the Texas Commission on Environmental Quality's Leaking Petroleum Storage Tank Database. A review of the LPST list, as provided by EDR, and dated 12/29/2020 has revealed that there are 11 LPST sites within approximately 0.5 miles of the target property. Equal/Higher Elevation Address Direction/Distance Map ID Page DUVES QUICK STOP 2002 S STAPLES ST WNW 114-112(0.342 mi.) 8 67 LPST Id:93208 CA Status:6A-FINAL CONCURRENCE ISSUED JOHNS AUTO CENTER 1923 S STAPLES ST WNW 114-1/2(0.353 mi.) 9 82 LPST Id:94133 CA Status:6A-FINAL CONCURRENCE ISSUED USED CAR LOT 1747 S STAPLES ST NW 114-112(0.375 mi.) 10 92 LPST Id: 108997 CA Status:6A-FINAL CONCURRENCE ISSUED Facility ID:0049801 Status Code: FINAL CONCURRENCE ISSUED,CASE CLOSED MISTER KS HEATING& 1701 S STAPLES ST NW 1/4-1/2(0.461 mi.) 11 104 LPST Id: 113864 CA Status:6P-FINAL PENDING WELL PLUG Facility ID:0067573 Status Code: FINAL CONCURRENCE PENDING DOCUMENTATION OF WELL PLUGGING Q MARKET 2702 S STAPLES ST W 1/4-1/2(0.463 mi.) C13 124 TC6492348.2s EXECUTIVE SUMMARY 7 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC EXECUTIVE SUMMARY LPST Id: 113596 CA Status:6A-FINAL CONCURRENCE ISSUED Facility ID:0032968 Status Code: FINAL CONCURRENCE ISSUED,CASE CLOSED TIMES MART 200 2714 S STAPLES ST WSW 114-112(0.470 mi.) C14 156 LPST Id: 110149 CA Status:6A-FINAL CONCURRENCE ISSUED Facility ID:0017099 Status Code: FINAL CONCURRENCE ISSUED,CASE CLOSED RED CARPET CAR WASH 2740 S STAPLES ST WSW 114-112(0.477 mi.) D15 171 LPST Id: 100029 CA Status:6A-FINAL CONCURRENCE ISSUED Facility ID:0003037 Status Code: FINAL CONCURRENCE ISSUED,CASE CLOSED 7-ELEVEN STORE 40865 2754 S STAPLES ST WSW 1/4-1/2(0.478 mi.) D16 179 LPST Id:91042 CA Status:6A-FINAL CONCURRENCE ISSUED Lower Elevation Address Direction/Distance Map ID Page HEB 413 3133 S ALAMEDA ST SSE 1/8-1/4(0.242 mi.) 136 40 LPST Id: 111254 CA Status:6A-FINAL CONCURRENCE ISSUED Facility ID:0069596 Status Code: FINAL CONCURRENCE ISSUED,CASE CLOSED AFFORDABLE DETAIL 2806 SANTA FE ST NE 114-112(0.310 mi.) 7 40 LPST Id:93434 CA Status:6A-FINAL CONCURRENCE ISSUED AMANS FOOD MART 2 3245 S ALAMEDA ST SSE 114-112(0.461 mi.) 12 108 LPST Id: 119540 LPST Id:95619 CA Status:6A-FINAL CONCURRENCE ISSUED State and tribal registered storage tank lists UST: The Underground Storage Tank database contains registered USTs. USTs are regulated under Subtitle I of the Resource Conservation and Recovery Act(RCRA).The data come from the Texas Commission on Environmental Quality's Petroleum Storage Tank Database. A review of the UST list, as provided by EDR, and dated 12/04/2020 has revealed that there is 1 UST site within approximately 0.25 miles of the target property. Lower Elevation Address Direction/Distance Map ID Page HEB 413 3133 S ALAMEDA ST SSE 1/8-114(0.242 mi.) B5 17 Facility Status:ACTIVE Facility Id:69596 Facility Num: 105623 Al Number:725571222002086 TC6492348.2s EXECUTIVE SUMMARY 8 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC EXECUTIVE SUMMARY EDR HIGH RISK HISTORICAL RECORDS EDR Exclusive Records EDR Hist Auto: EDR has searched selected national collections of business directories and has collected listings of potential gas station/filling station/service station sites that were available to EDR researchers. EDR's review was limited to those categories of sources that might, in EDR's opinion, include gas station/filling station/service station establishments. The categories reviewed included, but were not limited to gas, gas station, gasoline station, filling station, auto, automobile repair, auto service station, service station, etc. This database falls within a category of information EDR classifies as "High Risk Historical Records", or HRHR. EDR's HRHR effort presents unique and sometimes proprietary data about past sites and operations that typically create environmental concerns, but may not show up in current government records searches. A review of the EDR Hist Auto list, as provided by EDR, has revealed that there is 1 EDR Hist Auto site within approximately 0.125 miles of the target property. Equal/Higher Elevation Address Direction/Distance Map ID Page SHELL LINDA 522 SORRELL ST S 0-1/8(0.066 mi.) 4 17 TC6492348.2s EXECUTIVE SUMMARY 9 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC EXECUTIVE SUMMARY Due to poor or inadequate address information,the following sites were not mapped.Count:8 records. Site Name Database(s) J.C. ELLIOTT LANDFILL TIRE FIRE SEMS-ARCHIVE, PRP HARVEY RESPONSE SEMS, FINDS CITY OF CORPUS CHRISTI COMPOSTING SWF/LF CITY OF CORPUS CHRISTI LANDFILL SWF/LF J C ELLIOTT TRANSFER STATION SWF/LF CITY OF CORPUS CHRISTI LANDFILL SWF/LF CITY OF CORPUS CHRISTI LANDFILL SWF/LF CITY OF CORPUS CHRISTI LANDFILL SWF/LF TC6492348.2s EXECUTIVE SUMMARY 10 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC OVERVIEW MAP - 6492348.2S r, ; 4 i �i a; s hr ; i 1 e i i i Target Property o Iia 1/2 1 Miles Sites at elevations higher than or equal to the target property Indian Reservations BIA ♦ Sites at elevations lower than j Power transmission lines the target property A Manufactured Gas Plants Special Flood Hazard Area(1%) National Priority List Sites 0.2%Annual Chance Flood Hazard ®Dept. Defense Sites National Wetland Inventory El State Wetlands This report includes Interactive Map Layers to display and/or hide map information.The legend includes only those icons for the default map view. SITE NAME: COCC- 18005A Alameda Bond 2018 CLIENT: HDR Engineering Inc. ADDRESS: 2920 S Alameda St CONTACT: Michael Bell Corpus Christi TX 78404 INQUIRY#: 6492348.2s LAT/LONG: 27.764278/97.394996 DATE: May 13,2021 1:46 pm Copyright,;2021 ESR,Inc.,,2015 TornTom Rel. 2015. DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC DETAIL MAP - 6492348.2S �T i f %i 0 e i r. i r Target Property o 1/a 1i4 1@Miles Sites at elevations higher than or equal to the target property Indian Reservations BIA ♦ Sites at elevations lower than Special Flood Hazard Area(1%) the target property 1 Manufactured Gas Plants 0.2%Annual Chance Flood Hazard ®t Sensitive Receptors National Wetland Inventory ED El National Priority List Sites State Wetlands Dept. Defense Sites This report includes Interactive Map Layers to display and/or hide map information.The legend includes only those icons for the default map view. SITE NAME: COCC- 18005A Alameda Bond 2018 CLIENT: HDR Engineering Inc. ADDRESS: 2920 S Alameda St CONTACT: Michael Bell Corpus Christi TX 78404 INQUIRY#: 6492348.2s LAT/LONG: 27.764278/97.394996 DATE: May 13,2021 1:51 pm Copyright,)2021 ESR,Inc.(c)2015 TonnTom Rel. 2015. DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC MAP FINDINGS SUMMARY Search Distance Target Total Database (Miles) Property < 1/8 1/8- 1/4 1/4- 1/2 1/2- 1 > 1 Plotted STANDARD ENVIRONMENTAL RECORDS Federal NPL site list NPL 1.000 0 0 0 0 NR 0 Proposed NPL 1.000 0 0 0 0 NR 0 NPL LIENS 1.000 0 0 0 0 NR 0 Federal Delisted NPL site list Delisted NPL 1.000 0 0 0 0 NR 0 Federal CERCLIS list FEDERAL FACILITY 0.500 0 0 0 NR NR 0 SEMS 0.500 0 0 0 NR NR 0 Federal CERCLIS NFRAP site list SEMS-ARCHIVE 0.500 0 0 0 NR NR 0 Federal RCRA CORRACTS facilities list CORRACTS 1.000 0 0 0 0 NR 0 Federal RCRA non-CORRACTS TSD facilities list RCRA-TSDF 0.500 0 0 0 NR NR 0 Federal RCRA generators list RCRA-LQG 0.250 0 0 NR NR NR 0 RCRA-SQG 0.250 0 0 NR NR NR 0 RCRA-VSQG 0.250 0 0 NR NR NR 0 Federal institutional controls/ engineering controls registries LUCIS 0.500 0 0 0 NR NR 0 US ENG CONTROLS 0.500 0 0 0 NR NR 0 US INST CONTROLS 0.500 0 0 0 NR NR 0 Federal ERNS list ERNS TP NR NR NR NR NR 0 State-and tribal-equivalent NPL SHWS 1.000 0 0 0 0 NR 0 State and tribal landfill and/or solid waste disposal site lists SWF/LF 0.500 0 0 0 NR NR 0 DEBRIS 0.500 0 0 0 NR NR 0 CLI 0.500 0 0 0 NR NR 0 WASTE MGMT TP NR NR NR NR NR 0 State and tribal leaking storage tank lists INDIAN LUST 0.500 0 0 0 NR NR 0 TC6492348.2s Page 4 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC MAP FINDINGS SUMMARY Search Distance Target Total Database (Miles) Property < 1/8 1/8- 1/4 1/4- 1/2 1/2- 1 > 1 Plotted LPST 0.500 0 1 10 NR NR 11 State and tribal registered storage tank lists FEMA UST 0.250 0 0 NR NR NR 0 UST 0.250 0 1 NR NR NR 1 AST 0.250 0 0 NR NR NR 0 INDIAN UST 0.250 0 0 NR NR NR 0 State and tribal institutional control/engineering control registries AUL 0.500 0 0 0 NR NR 0 State and tribal voluntary cleanup sites INDIAN VCP 0.500 0 0 0 NR NR 0 VCP 0.500 0 0 0 NR NR 0 State and tribal Brownfields sites BROWNFIELDS 0.500 0 0 0 NR NR 0 ADDITIONAL ENVIRONMENTAL RECORDS Local Brownfield lists US BROWNFIELDS 0.500 0 0 0 NR NR 0 Local Lists of Landfill/Solid Waste Disposal Sites SWRCY 0.500 0 0 0 NR NR 0 INDIAN ODI 0.500 0 0 0 NR NR 0 DEBRIS REGION 9 0.500 0 0 0 NR NR 0 ODI 0.500 0 0 0 NR NR 0 IHS OPEN DUMPS 0.500 0 0 0 NR NR 0 Local Lists of Hazardous waste/ Contaminated Sites US HIST CDL TP NR NR NR NR NR 0 CDL TP NR NR NR NR NR 0 PRIORITYCLEANERS 0.500 0 0 0 NR NR 0 DEL SHWS 1.000 0 0 0 0 NR 0 US CDL TP NR NR NR NR NR 0 CENTRAL REGISTRY TP NR NR NR NR NR 0 PFAS 0.500 0 0 0 NR NR 0 Local Lists of Registered Storage Tanks NON REGIST PST 0.250 0 0 NR NR NR 0 Local Land Records HIST LIENS TP NR NR NR NR NR 0 LIENS TP NR NR NR NR NR 0 LIENS 2 TP NR NR NR NR NR 0 Records of Emergency Release Reports HMIRS TP NR NR NR NR NR 0 TC6492348.2s Page 5 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC MAP FINDINGS SUMMARY Search Distance Target Total Database (Miles) Property < 1/8 1/8- 1/4 1/4- 1/2 1/2- 1 > 1 Plotted SPILLS TP NR NR NR NR NR 0 SPILLS 90 TP NR NR NR NR NR 0 SPILLS 80 TP NR NR NR NR NR 0 Other Ascertainable Records RCRA NonGen/NLR 0.250 0 0 NR NR NR 0 FUDS 1.000 0 0 0 0 NR 0 DOD 1.000 0 0 0 0 NR 0 SCRD DRYCLEANERS 0.500 0 0 0 NR NR 0 US FIN ASSUR TP NR NR NR NR NR 0 EPA WATCH LIST TP NR NR NR NR NR 0 2020 COR ACTION 0.250 0 0 NR NR NR 0 TSCA TP NR NR NR NR NR 0 TRIS TP NR NR NR NR NR 0 SSTS TP NR NR NR NR NR 0 ROD 1.000 0 0 0 0 NR 0 RMP TP NR NR NR NR NR 0 RAATS TP NR NR NR NR NR 0 PRP TP NR NR NR NR NR 0 PADS TP NR NR NR NR NR 0 ICIS TP NR NR NR NR NR 0 FTTS TP NR NR NR NR NR 0 MILTS TP NR NR NR NR NR 0 COAL ASH DOE TP NR NR NR NR NR 0 COAL ASH EPA 0.500 0 0 0 NR NR 0 PCB TRANSFORMER TP NR NR NR NR NR 0 RADINFO TP NR NR NR NR NR 0 HIST FTTS TP NR NR NR NR NR 0 DOT OPS TP NR NR NR NR NR 0 CONSENT 1.000 0 0 0 0 NR 0 INDIAN RESERV 1.000 0 0 0 0 NR 0 FUSRAP 1.000 0 0 0 0 NR 0 UMTRA 0.500 0 0 0 NR NR 0 LEAD SMELTERS TP NR NR NR NR NR 0 US AIRS TP NR NR NR NR NR 0 US MINES 0.250 0 0 NR NR NR 0 ABANDONED MINES 0.250 0 0 NR NR NR 0 FINDS TP NR NR NR NR NR 0 UXO 1.000 0 0 0 0 NR 0 ECHO TP NR NR NR NR NR 0 DOCKET HWC TP NR NR NR NR NR 0 FUELS PROGRAM 0.250 0 0 NR NR NR 0 AIRS TP NR NR NR NR NR 0 APAR TP NR NR NR NR NR 0 ASBESTOS TP 3 NR NR NR NR NR 3 COAL ASH 0.500 0 0 0 NR NR 0 DRYCLEANERS 0.250 0 0 NR NR NR 0 ED AQUIF TP NR NR NR NR NR 0 ENF TP NR NR NR NR NR 0 Financial Assurance TP NR NR NR NR NR 0 GCC TP NR NR NR NR NR 0 TC6492348.2s Page 6 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC MAP FINDINGS SUMMARY Search Distance Target Total Database (Miles) Property < 1/8 1/8- 1/4 1/4- 1/2 1/2- 1 > 1 Plotted IOP TP NR NR NR NR NR 0 LEAD TP NR NR NR NR NR 0 Ind. Haz Waste 0.250 0 0 NR NR NR 0 MSD 0.500 0 0 0 NR NR 0 NPDES TP NR NR NR NR NR 0 RWS TP NR NR NR NR NR 0 TIER 2 TP NR NR NR NR NR 0 UIC TP NR NR NR NR NR 0 IHW CORR ACTION 0.250 0 0 NR NR NR 0 PST STAGE 2 0.250 0 0 NR NR NR 0 COMP HIST TP NR NR NR NR NR 0 MINES MRDS TP NR NR NR NR NR 0 EDR HIGH RISK HISTORICAL RECORDS EDR Exclusive Records EDR MGP 1.000 0 0 0 0 NR 0 EDR Hist Auto 0.125 1 NR NR NR NR 1 EDR Hist Cleaner 0.125 0 NR NR NR NR 0 EDR RECOVERED GOVERNMENT ARCHIVES Exclusive Recovered Govt.Archives RGA HWS TP NR NR NR NR NR 0 RGA LF TP NR NR NR NR NR 0 -Totals-- 3 1 2 10 0 0 16 NOTES: TP=Target Property NR= Not Requested at this Search Distance Sites may be listed in more than one database TC6492348.2s Page 7 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number Al INCARNATE WORD ACADEMY ASBESTOS S126247755 Target 2920 S ALAMEDA N/A Property CORPUS CHRISTI,TX 78404 Site 1 of 3 in cluster A Actual: ASBESTOS: 31 ft. Name: INCARNATE WORD ACADEMY Address: 2920 S ALAMEDA City,State,Zip: CORPUS CHRISTI,TX 78404 Date of inspection: Not reported Reason for Inspection: Priscilla Vasquez Violation: Not reported Complaint Date: 04/09/2020 Notification Number: 2020001626 ASB Priority: Not reported PIF State: Not reported Detained: Not reported Product Name: Not reported Time Spent: Not reported Travel Time: Not reported Mileage: Not reported Reg: Not reported Init: Not reported Seq: Not reported Facility Type: Public Inspector Name: Not reported Date Report Received: 03/04/2020 Date Routed by Supervisor: Not reported Date Routed to PSQA: Not reported Date Reviewed by PSQA: Not reported Date Routed by Supervisor1: Not reported Date Rtnd to Inspector Corrections: Not reported Date Rcvd Back: Not reported Date Rtnd to Inspector Corrections2: Not reported Date Rcvd Back 2: Not reported Date Rtnd to Inspector Corrections 3: Not reported Date Rcvd Back 3: Not reported Notification Status: Current Amendo: 1 Notification Work Type: Abatement Notification Type: Amendment Work Type Flag: A Certification Statement Date: 03/04/2020 Certification Statement Phone: 361-289-1095 Is The Facility a School or K-12?: N Region: 11 Priority: LOW ARU: 0 Is this a phased abatement project?: N Ordered: N Is This Project an Emergency?: N Is Building Occupied?: Y High Profile: N Ref Method: Full Containtment with RFCI Analytical Method: PLM Start Date: 03/09/2020 Client Code: Not reported Client Name: Not reported TC6492348.2s Page 8 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number INCARNATE WORD ACADEMY (Continued) S126247755 License Number: Not reported File Number: Not reported License Status Description: Not reported Expiration Date: Not reported Original Date: Not reported Rank Effective Date: Not reported Mod Code: Not reported Area: Not reported Staff Operator ID: Not reported Inspection Number: Not reported Inspection Status: Not reported Disposition: Not reported Inspection Class Descriptio: Not reported Inspection Secondary Class Code: Not reported Inspection Secondary Class Code Descriptibimt reported Results: Not reported Inspection Number Grade: Not reported Name: INCARNATE WORD ACADEMY Address: 2920 S ALAMEDA City,State,Zip: CORPUS CHRISTI,TX 78404 Date of inspection: Not reported Reason for Inspection: Priscilla Vasquez Violation: Not reported Complaint Date: 04/05/2020 Notification Number: 2020001626 ASB Priority: Not reported PIF State: Not reported Detained: Not reported Product Name: Not reported Time Spent: Not reported Travel Time: Not reported Mileage: Not reported Reg: Not reported Init: Not reported Seq: Not reported Facility Type: Public Inspector Name: Not reported Date Report Received: 02/20/2020 Date Routed by Supervisor: Not reported Date Routed to PSQA: Not reported Date Reviewed by PSQA: Not reported Date Routed by Supervisor1: Not reported Date Rtnd to Inspector Corrections: Not reported Date Rcvd Back: Not reported Date Rtnd to Inspector Corrections2: Not reported Date Rcvd Back 2: Not reported Date Rtnd to Inspector Corrections 3: Not reported Date Rcvd Back 3: Not reported Notification Status: Current/Has Amendment Amendo: 0 Notification Work Type: Abatement Notification Type: Original Work Type Flag: A Certification Statement Date: 02/20/2020 Certification Statement Phone: 361-289-1095 Is The Facility a School or K-12?: N TC6492348.2s Page 9 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number INCARNATE WORD ACADEMY (Continued) S126247755 Region: 11 Priority: LOW ARU: 0 Is this a phased abatement project?: N Ordered: N Is This Project an Emergency?: N Is Building Occupied?: Y High Profile: N Ref Method: Full Containtment with RFCI Analytical Method: PLM Start Date: 03/05/2020 Client Code: Not reported Client Name: Not reported License Number: Not reported File Number: Not reported License Status Description: Not reported Expiration Date: Not reported Original Date: Not reported Rank Effective Date: Not reported Mod Code: Not reported Area: Not reported Staff Operator ID: Not reported Inspection Number: Not reported Inspection Status: Not reported Disposition: Not reported Inspection Class Descriptio: Not reported Inspection Secondary Class Code: Not reported Inspection Secondary Class Code DescriptiNmt reported Results: Not reported Inspection Number Grade: Not reported A2 INCARNATE WORD ACADEMY CHAPEL BUILDING ASBESTOS S126247754 Target 2920 ALAMEDA N/A Property CORPUS CHRISTI,TX 78404 Site 2 of 3 in cluster A Actual: ASBESTOS: 31 ft. Name: INCARNATE WORD ACADEMY CHAPEL BUILDING Address: 2920 ALAMEDA City,State,Zip: CORPUS CHRISTI,TX 78404 Date of inspection: Not reported Reason for Inspection: Priscilla Vasquez Violation: Not reported Complaint Date: 06/30/2020 Notification Number: 2020002444 ASB Priority: Not reported PIF State: Not reported Detained: Not reported Product Name: Not reported Time Spent: Not reported Travel Time: Not reported Mileage: Not reported Reg: Not reported Init: Not reported Seq: Not reported Facility Type: Public Inspector Name: Not reported TC6492348.2s Page 10 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number INCARNATE WORD ACADEMY CHAPEL BUILDING (Continued) S126247754 Date Report Received: 03/25/2020 Date Routed by Supervisor: Not reported Date Routed to PSQA: Not reported Date Reviewed by PSQA: Not reported Date Routed by Supervisor1: Not reported Date Rtnd to Inspector Corrections: Not reported Date Rcvd Back: Not reported Date Rtnd to Inspector Corrections2: Not reported Date Rcvd Back 2: Not reported Date Rtnd to Inspector Corrections 3: Not reported Date Rcvd Back 3: Not reported Notification Status: Cancelled Amendo: 0 Notification Work Type: Demolition Notification Type: Original Work Type Flag: D Certification Statement Date: 03/25/2020 Certification Statement Phone: 361-289-1095 Is The Facility a School or K-12?: N Region: 11 Priority: LOW ARU: 0 Is this a phased abatement project?: N Ordered: N Is This Project an Emergency?: N Is Building Occupied?: N High Profile: N Ref Method: Not reported Analytical Method: PLM Start Date: 04/08/2020 Client Code: Not reported Client Name: Not reported License Number: Not reported File Number: Not reported License Status Description: Not reported Expiration Date: Not reported Original Date: Not reported Rank Effective Date: Not reported Mod Code: Not reported Area: Not reported Staff Operator ID: Not reported Inspection Number: Not reported Inspection Status: Not reported Disposition: Not reported Inspection Class Descriptio: Not reported Inspection Secondary Class Code: Not reported Inspection Secondary Class Code Descriptiblmt reported Results: Not reported Inspection Number Grade: Not reported TC6492348.2s Page 11 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number A3 INCARNATE WORD ACADEMY CHAPEL BLDG ASBESTOS S126247753 Target 2920 S ALAMEDA N/A Property CORPUS CHRISTI,TX 78404 Site 3 of 3 in cluster A Actual: ASBESTOS: 31 ft. Name: INCARNATE WORD ACADEMY CHAPEL BLDG Address: 2920 S ALAMEDA City,State,Zip: CORPUS CHRISTI,TX 78404 Date of inspection: 06/05/2020 Reason for Inspection: Priscilla Vasquez Violation: Not reported Complaint Date: 06/30/2020 Notification Number: 2020002806 ASB Priority: Not reported PIF State: Not reported Detained: Not reported Product Name: Not reported Time Spent: Not reported Travel Time: Not reported Mileage: Not reported Reg: Not reported Init: Not reported Seq: Not reported Facility Type: Public Inspector Name: Not reported Date Report Received: 04/14/2020 Date Routed by Supervisor: Not reported Date Routed to PSQA: Not reported Date Reviewed by PSQA: Not reported Date Routed by Supervisor1: Not reported Date Rtnd to Inspector Corrections: Not reported Date Rcvd Back: Not reported Date Rtnd to Inspector Corrections2: Not reported Date Rcvd Back 2: Not reported Date Rtnd to Inspector Corrections 3: Not reported Date Rcvd Back 3: Not reported Notification Status: Current Amendo: 0 Notification Work Type: Demolition Notification Type: Original Work Type Flag: D Certification Statement Date: 04/14/2020 Certification Statement Phone: 361-289-1095 Is The Facility a School or K-12?: Y Region: 11 Priority: LOW ARU: 0 Is this a phased abatement project?: N Ordered: N Is This Project an Emergency?: Y Is Building Occupied?: N High Profile: N Ref Method: Not reported Analytical Method: PLM Start Date: 04/14/2020 Client Code: Not reported Client Name: Not reported TC6492348.2s Page 12 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number INCARNATE WORD ACADEMY CHAPEL BLDG (Continued) S126247753 License Number: Not reported File Number: Not reported License Status Description: Not reported Expiration Date: Not reported Original Date: Not reported Rank Effective Date: Not reported Mod Code: Not reported Area: Not reported Staff Operator ID: Not reported Inspection Number: Not reported Inspection Status: Not reported Disposition: Not reported Inspection Class Descriptio: Not reported Inspection Secondary Class Code: Not reported Inspection Secondary Class Code Descriptibimt reported Results: Not reported Inspection Number Grade: Not reported Name: INCARNATE WORD ACADEMY CHAPEL BLDG Address: 2920 S ALAMEDA City,State,Zip: CORPUS CHRISTI,TX 78404 Date of inspection: Not reported Reason for Inspection: Not reported Violation: Not reported Complaint Date: 2020/06/05 Notification Number: Not reported ASB Priority: Not reported PIF State: Not reported Detained: Not reported Product Name: Not reported Time Spent: Not reported Travel Time: Not reported Mileage: Not reported Reg: Not reported Init: Not reported Seq: Not reported Facility Type: Follow-up Inspector Name: FARRIER,JIMMY Date Report Received: Not reported Date Routed by Supervisor: Not reported Date Routed to PSQA: Not reported Date Reviewed by PSQA: Not reported Date Routed by Supervisor1: Not reported Date Rtnd to Inspector Corrections: Not reported Date Rcvd Back: Not reported Date Rtnd to Inspector Corrections2: Not reported Date Rcvd Back 2: Not reported Date Rtnd to Inspector Corrections 3: Not reported Date Rcvd Back 3: Not reported Notification Status: Not reported Amendo: Not reported Notification Work Type: Not reported Notification Type: Not reported Work Type Flag: Not reported Certification Statement Date: Not reported Certification Statement Phone: Not reported Is The Facility a School or K-12?: Not reported TC6492348.2s Page 13 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number INCARNATE WORD ACADEMY CHAPEL BLDG (Continued) S126247753 Region: Region 11 Priority: Not reported ARU: Not reported Is this a phased abatement project?: Not reported Ordered: Not reported Is This Project an Emergency?: Not reported Is Building Occupied?: Not reported High Profile: Not reported Ref Method: Not reported Analytical Method: Not reported Start Date: 06/05/2020 Client Code: 1500 Client Name: Environmental Notification License Number: 2020002806 File Number: 51803 License Status Description: Paid Expiration Date: 06/30/2020 Original Date: 04/14/2020 Rank Effective Date: 04/14/2020 Mod Code: ANOT Area: Area 11 Staff Operator ID: jfarrier Inspection Number: 21949 Inspection Status: Closed Disposition: 1090-Completed Inspection Inspection Class Descriptio: Environmental Inspection Secondary Class Code: AB Inspection Secondary Class Code DescriptiAsbestos Both Results: Pass Inspection Number Grade: Not reported Name: INCARNATE WORD ACADEMY CHAPEL BLDG Address: 2920 S ALAMEDA City,State,Zip: CORPUS CHRISTI,TX 78404 Date of inspection: Not reported Reason for Inspection: Not reported Violation: Not reported Complaint Date: 2020/05/11 Notification Number: Not reported ASB Priority: Not reported PIF State: Not reported Detained: Not reported Product Name: Not reported Time Spent: Not reported Travel Time: Not reported Mileage: Not reported Reg: Not reported Init: Not reported Seq: Not reported Facility Type: Follow-up Inspector Name: FARRIER,JIMMY Date Report Received: Not reported Date Routed by Supervisor: Not reported Date Routed to PSQA: Not reported Date Reviewed by PSQA: Not reported Date Routed by Supervisor1: Not reported Date Rtnd to Inspector Corrections: Not reported TC6492348.2s Page 14 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number INCARNATE WORD ACADEMY CHAPEL BLDG (Continued) S126247753 Date Rcvd Back: Not reported Date Rtnd to Inspector Corrections2: Not reported Date Rcvd Back 2: Not reported Date Rtnd to Inspector Corrections 3: Not reported Date Rcvd Back 3: Not reported Notification Status: Not reported Amendo: Not reported Notification Work Type: Not reported Notification Type: Not reported Work Type Flag: Not reported Certification Statement Date: Not reported Certification Statement Phone: Not reported Is The Facility a School or K-12?: Not reported Region: Region 11 Priority: Not reported ARU: Not reported Is this a phased abatement project?: Not reported Ordered: Not reported Is This Project an Emergency?: Not reported Is Building Occupied?: Not reported High Profile: Not reported Ref Method: Not reported Analytical Method: Not reported Start Date: 05/11/2020 Client Code: 1500 Client Name: Environmental Notification License Number: 2020002806 File Number: 51803 License Status Description: Paid Expiration Date: 06/30/2020 Original Date: 04/14/2020 Rank Effective Date: 04/14/2020 Mod Code: ANOT Area: Area 11 Staff Operator ID: jfarrier Inspection Number: 21696 Inspection Status: Closed Disposition: 1090-Completed Inspection Inspection Class Descriptio: Environmental Inspection Secondary Class Code: AB Inspection Secondary Class Code Descripti6isbestos Both Results: Pass Inspection Number Grade: Not reported Name: INCARNATE WORD ACADEMY CHAPEL BLDG Address: 2920 S ALAMEDA City,State,Zip: CORPUS CHRISTI,TX 78404 Date of inspection: Not reported Reason for Inspection: Not reported Violation: Not reported Complaint Date: 2020/04/15 Notification Number: Not reported ASB Priority: Not reported PIF State: Not reported Detained: Not reported Product Name: Not reported Time Spent: Not reported TC6492348.2s Page 15 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number INCARNATE WORD ACADEMY CHAPEL BLDG (Continued) S126247753 Travel Time: Not reported Mileage: Not reported Reg: Not reported Init: Not reported Seq: Not reported Facility Type: Notified Inspector Name: FARRIER,JIMMY Date Report Received: Not reported Date Routed by Supervisor: Not reported Date Routed to PSQA: Not reported Date Reviewed by PSQA: Not reported Date Routed by Supervisor1: Not reported Date Rtnd to Inspector Corrections: Not reported Date Rcvd Back: Not reported Date Rtnd to Inspector Corrections2: Not reported Date Rcvd Back 2: Not reported Date Rtnd to Inspector Corrections 3: Not reported Date Rcvd Back 3: Not reported Notification Status: Not reported Amendo: Not reported Notification Work Type: Not reported Notification Type: Not reported Work Type Flag: Not reported Certification Statement Date: Not reported Certification Statement Phone: Not reported Is The Facility a School or K-12?: Not reported Region: Region 11 Priority: Not reported ARU: Not reported Is this a phased abatement project?: Not reported Ordered: Not reported Is This Project an Emergency?: Not reported Is Building Occupied?: Not reported High Profile: Not reported Ref Method: Not reported Analytical Method: Not reported Start Date: 04/15/2020 Client Code: 1500 Client Name: Environmental Notification License Number: 2020002806 File Number: 51803 License Status Description: Paid Expiration Date: 06/30/2020 Original Date: 04/14/2020 Rank Effective Date: 04/14/2020 Mod Code: ANOT Area: Area 11 Staff Operator ID: jfarrier Inspection Number: 21290 Inspection Status: Closed Disposition: 1090-Completed Inspection Inspection Class Descriptio: Environmental Inspection Secondary Class Code: AB Inspection Secondary Class Code Descripti&sbestos Both Results: Pass Inspection Number Grade: Not reported TC6492348.2s Page 16 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number 4 SHELL LINDA EDR Hist Auto 1020976110 South 522 SORRELL ST N/A <1/8 CORPUS CHRISTI,TX 78404 0.066 mi. 347 ft. Relative: EDR Hist Auto Higher Actual: Year: Name: Type: 31 ft. 1998 SHELL&ASSOC Gasoline Service Stations 2005 SHELL LINDA Gasoline Service Stations 2006 SHELL LINDA Gasoline Service Stations 2007 SHELL LINDA Gasoline Service Stations 2008 SHELL LINDA Gasoline Service Stations 2009 SHELL LINDA Gasoline Service Stations 2010 SHELL LINDA Gasoline Service Stations 2011 SHELL LINDA Gasoline Service Stations 2012 SHELL LINDA Gasoline Service Stations B5 HEB 413 UST 0003414781 SSE 3133 S ALAMEDA ST Financial Assurance N/A 1/8-1/4 CORPUS CHRISTI,TX 78404 0.242 mi. 1280 ft. Site 1 of 2 in cluster B Relative: UST: Lower Name: HEB 413 Actual: Address: 3133 S ALAMEDA ST 30 ft. City,State,Zip: CORPUS CHRISTI,TX 784042505 Al Number: 69596 Facility Type: RETAIL Facility Begin Date: 04/11/1997 Facility Status: ACTIVE Additional ID: 725571222002086 Facility Exempt Status: N Records Off-Site: Yes UST Financial Assurance Required: Yes Number Of Active UST: 1 Site Location Description: Not reported Site Location(Nearest City Name): Not reported Site Location(County Name): NUECES Site Location(Tceq Region): 14 Site Location(Location Zip): 78404 Contact Name/Title: , Contact Organization Name: Not reported Contact Mailing Addressl: Not reported Contact Mailing Address2: Not reported Contact Mailing City/State/Zip: Not reported Contact Telephone: Not reported Facility Contact Address Deliverable: Not reported Contact Fax Number: Not reported Contact Email Address: Not reported Signature Date On Earliest Reg Form: 05/06/1994 Signature Name/Title On Earliest Reg Form: TERRY PARK,GAS OPS MGR Application Received Date On Earliest Reg Form: 05/14/1997 Signature Role On Earliest Reg Form: Not reported Signature Company On Earliest Reg Form: Not reported Enforcement Action: No Facility Not Inspectable: No TC6492348.2s Page 17 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HEB 413 (Continued) 0003414781 Operator: PrincID: 691789092002161 Additional ID: 725571222002086 Ai Number: 69596 Operator CN: CN601297963 Operator Name: H-E-B LP Operator Effective Begin Date: 09/04/2001 Operator Type: PA Operator Role: OWNOPRCON Contact Name: TERRY PARR/ Contact Organization Name: H-E-B LP Contact Mailing Address(Delivery): PO BOX 839968 Contact Mailing Address(Internal Delivery): Not reported Contact Mailing City/State/Zip: SAN ANTONIO TX 78283-3968 Contact Phone Country Code: 0 Contact Phone Area Code: 210 Contact Phone Number: 9384040 Contact Phone Extension: 0 Contact Fax Country Code: Not reported Contact Fax Area Code: Not reported Contact Fax Number: Not reported Contact Fax Extension: Not reported Contact Email Address: PARR.TERRY@HEB.COM Contact Address Deliverable: Not reported Owner: Owner CN: CN601297963 Owner Last Name: H-E-B LP Owner First Name: Not reported Owner Middle Name: Not reported Owner Type: PA Contact Mailing Address(Delivery): PO BOX 839968 Contact Mailing Address(Internal Delivery): Not reported Contact Mailing City: SAN ANTONIO Contact Mailing State: TX Contact Mailing Zip: 78283 Contact Mailing Zips: 3968 Contact Phone Number/Ext: 0 210 9384040/0 Contact Fax Country Code: Not reported Contact Fax Number/Ext: / Contact Email Address: PARR.TERRY@HEB.COM Contact Address Deliverable: Not reported PrincID: 691789092002161 Additional ID: 725571222002086 Al Number: 69596 Owner Effective Begin Date: 09/04/2001 State Tax ID: 17430106579 Contact Role: OWNOPRCON Contact Name/Title: TERRY PARR/ Contact Organization Name: H-E-B LP Self Certification: Self Cert ID: 105623 Cert ID: 339651 Al Number: 69596 Self Certification Date: 07/21/2020 TC6492348.2s Page 18 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HEB 413 (Continued) 0003414781 Signature Name/Title: Regina Lopez Operations Trainer Signature Type Role: LEGAL AUTH REP OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 08/31/2021 Reporting Method: S Tank Corrosion Protection Compliance: Y Piping Corrosion Protection Compliance: Y Compartment Release Detection Compliance: Y Piping Release Detection Compliance: Y Spill Prevention/Overfill Compliance: Y Self Cert ID: 105623 Cert ID: 323556 Al Number: 69596 Self Certification Date: 07/26/2019 Signature Name/Title: Jude A Fournier Petroleum Ops Traing Signature Type Role: LEGAL AUTH REP OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 08/31/2020 Reporting Method: S Tank Corrosion Protection Compliance: Y Piping Corrosion Protection Compliance: Y Compartment Release Detection Compliance: Y Piping Release Detection Compliance: Y Spill Prevention/Overfill Compliance: Y Self Cert ID: 105623 Cert ID: 307056 Al Number: 69596 Self Certification Date: 07/30/2018 Signature Name/Title: Jude A Fournier Petroleum Manager Signature Type Role: LEGAL AUTH REP OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 08/31/2019 Reporting Method: S Tank Corrosion Protection Compliance: Y Piping Corrosion Protection Compliance: Y Compartment Release Detection Compliance: Y Piping Release Detection Compliance: Y Spill Prevention/Overfill Compliance: Y Self Cert ID: 105623 Cert ID: 290146 Al Number: 69596 Self Certification Date: 08/07/2017 TC6492348.2s Page 19 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HEB 413 (Continued) 0003414781 Signature Name/Title: Jude A Fournier Petroleum Manager Signature Type Role: LEGAL AUTH REP OPERATOR Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 08/31/2018 Reporting Method: S Tank Corrosion Protection Compliance: Y Piping Corrosion Protection Compliance: Y Compartment Release Detection Compliance: Y Piping Release Detection Compliance: Y Spill Prevention/Overfill Compliance: Y Self Cert ID: 105623 Cert ID: 273757 Al Number: 69596 Self Certification Date: 08/19/2016 Signature Name/Title: Rosie Espinoza petroluem advisor Signature Type Role: LEGAL AUTH REP OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 08/31/2017 Reporting Method: S Tank Corrosion Protection Compliance: Y Piping Corrosion Protection Compliance: Y Compartment Release Detection Compliance: Y Piping Release Detection Compliance: Y Spill Prevention/Overfill Compliance: Y Self Cert ID: 105623 Cert ID: 256164 Al Number: 69596 Self Certification Date: 08/06/2015 Signature Name/Title: Rosie Espinoza petroleum advisor Signature Type Role: LEGAL AUTH REP OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 08/31/2016 Reporting Method: S Tank Corrosion Protection Compliance: Y Piping Corrosion Protection Compliance: Y Compartment Release Detection Compliance: Y Piping Release Detection Compliance: Y Spill Prevention/Overfill Compliance: Y Self Cert ID: 105623 Cert ID: 238995 Al Number: 69596 Self Certification Date: 07/21/2014 TC6492348.2s Page 20 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HEB 413 (Continued) 0003414781 Signature Name/Title: Rosie Espinoza petroleum advisor Signature Type Role: LEGAL AUTH REP OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 08/31/2015 Reporting Method: S Tank Corrosion Protection Compliance: Y Piping Corrosion Protection Compliance: Y Compartment Release Detection Compliance: Y Piping Release Detection Compliance: Y Spill Prevention/Overfill Compliance: Y Self Cert ID: 105623 Cert ID: 221972 Al Number: 69596 Self Certification Date: 07/11/2013 Signature Name/Title: Rosie Espinoza Administrative Signature Type Role: LEGAL AUTH REP OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 08/31/2014 Reporting Method: S Tank Corrosion Protection Compliance: Y Piping Corrosion Protection Compliance: Y Compartment Release Detection Compliance: Y Piping Release Detection Compliance: Y Spill Prevention/Overfill Compliance: Y Self Cert ID: 105623 Cert ID: 174712 Al Number: 69596 Self Certification Date: 07/12/2012 Signature Name/Title: ROSIE ESPINOZA PETROLEUM ADVISOR Signature Type Role: LEGAL AUTH REP OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 08/31/2013 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 105623 Cert ID: 174711 Al Number: 69596 Self Certification Date: 07/20/2011 TC6492348.2s Page 21 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HEB 413 (Continued) 0003414781 Signature Name/Title: ROSIE GOMEZ ADMINISTRATIVE Signature Type Role: LEGAL AUTH REP OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 08/31/2012 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 105623 Cert ID: 174710 Al Number: 69596 Self Certification Date: 07/30/2010 Signature Name/Title: ROSIE GOMEZ PETROLEUM ADVISOR Signature Type Role: LEGAL AUTH REP OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 08/31/2011 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 105623 Cert ID: 174709 Al Number: 69596 Self Certification Date: 07/21/2009 Signature Name/Title: ROSIE GOMEZ PETROLEUM ADVISOR Signature Type Role: LEGAL AUTH REP OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 08/31/2010 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 105623 Cert ID: 174708 Al Number: 69596 Self Certification Date: 08/27/2008 TC6492348.2s Page 22 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HEB 413 (Continued) 0003414781 Signature Name/Title: ROSIE GOMEZ ADMIN Signature Type Role: LEGAL AUTH REP OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 08/31/2009 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 105623 Cert ID: 174707 Al Number: 69596 Self Certification Date: 07/18/2007 Signature Name/Title: ROSIE GOMEZ TECHNICAL SUPPORT Signature Type Role: LEGAL AUTH REP OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 08/31/2008 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 105623 Cert ID: 174706 Al Number: 69596 Self Certification Date: 07/31/2006 Signature Name/Title: TERRY PARR OPERATIONS MGR Signature Type Role: OPERATOR Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 08/31/2007 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 105623 Cert ID: 174705 Al Number: 69596 Self Certification Date: 07/20/2005 TC6492348.2s Page 23 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HEB 413 (Continued) 0003414781 Signature Name/Title: ROSIE GOMEZ ADMINISTRATIVE Signature Type Role: LEGAL AUTH REP OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 08/31/2006 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 105623 Cert ID: 174704 Al Number: 69596 Self Certification Date: 07/08/2004 Signature Name/Title: ROSIE GOMEZ ADMINISTRATION Signature Type Role: OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 08/31/2005 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 105623 Cert ID: 174703 Al Number: 69596 Self Certification Date: 07/09/2003 Signature Name/Title: ROSIE GOMEZ HEB FACILITY ADMIN Signature Type Role: LEGAL AUTH REP OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 08/31/2004 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 105623 Cert ID: 174702 Al Number: 69596 Self Certification Date: 08/02/2002 TC6492348.2s Page 24 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HEB 413 (Continued) 0003414781 Signature Name/Title: TERRY PARR Signature Type Role: OPERATOR Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 08/31/2003 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 105623 Cert ID: 174701 Al Number: 69596 Self Certification Date: 09/14/2001 Signature Name/Title: TERRY PARR OPS MGR Signature Type Role: OPERATOR Filing Status: INITIAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 08/31/2002 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 105623 Cert ID: 174700 Al Number: 69596 Self Certification Date: 01/17/2001 Signature Name/Title: TERRY PARR OPERATIONS MGR Signature Type Role: OPERATOR Filing Status: INITIAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 05/31/2002 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Tank: Install Date: 04/11/1997 Tank Registration Date: 05/15/1997 Number of Compartments: 2 TC6492348.2s Page 25 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HEB 413 (Continued) 0003414781 Tank Capacity: 20000 Tank Singlewall: N Tank Doublewall: Y Pipe Type: P UST ID: 183372 Facility ID: 105623 Ai Number: 69596 Tank Id: 1 Tank Status(Current): IN USE Tank Status Date: 04/11/1997 Empty: N Tank Regulatory Status: FULLY REGULATED Tank Int Prot(Internal Tank Lining Date): Not reported Piping Design(Single Wall): N Piping Design(Double Wall): Y Tank Ext Cont(Fac-Built Nonmetallic Jacket): N Tank Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Tank Ext Cont(Tank Vault/Rigid Trench Liner): N Piping Ext Cont(Fac-Built Nonmetallic Jacket): N Piping Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Piping Ext Cont(Tank Vault/Rigid Trench Liner): N Tank Material(Steel): N Tank Material(Frp(Fi berglass-Reinforced Plastic): Y Tank Mat(Composite(Steel W/Ext Frp Cladding)): N Tank Mat(Concrete): N Tank Mat(Jacketed(Steel W/Ext Nonmetallic Jck)): N Tank Mat(Coated(Steel W/ExtPolyurethane Cladding)): N Piping Material(Steel): N Piping Mat(Frp(Fiberglass Reinforced Plastic): Y Piping Mat(Concrete): N Piping Mat(Jacketed(Steel W/Ext Nonmetallic Jacket)): N Piping Mat(Nonmetallic Flex Piping): N PipingConnect/Valves(Shear/Impact Valves(Under Disp)): N Piping Connect/Valves(Steel Swing-Joints(End Of Piping)): N Piping Connect/Valves(Flex Connectors(Ends Of Piping)): N Tank Corr Prot Meth(TCPM)(Cathodic-Field Installation): N TCPM(ExtDielectricCoat/Laminate/Tape/Wrap): N TCPM(Cathodic Prot-Faclnstallation): N TCPM(Composite Tank(Steel W/Frp Ext Laminate): N TCPMeth(Coated Tank(Steel W/ExtPolyurethaneLaminate): N TCPM(FRP Tank Or Piping(Noncorrodible)): Y TCPM(Ext Nonmetallic Jacket): N TCPMeth(Unnecessary Per Corrosion Prot Spec): N Piping Corr Prot Meth(Dielectric Coat/Laminate/Tape/Wrap): N Piping Corr Prot Method(PCPM)(Cathodic Factory Install): N PCPM(Cathodic Prot-Field Install): N PCPMethod(FRP Tank Or Piping(Noncorrodible): Y PCPM(Nonmetallic FlexPiping(Noncorrodible)): N PCPMeth(Isolated Open Area/2nd Containment): N PCPM(Dual Protected): N PCPM(Unnec Per Corrosion Prot Specialist): N Tank Corr Prot Compliance Flag: Y Piping Corr Prot Compliance Flag: Y Tank Corrosion Prot Variance: N Piping Corrosion Prot Variance: N Temp Out Of Service Compliance: N Technical Compliance Flag: N TC6492348.2s Page 26 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HEB 413 (Continued) 0003414781 Tank Tested Flag: N Installation Signature Date: Not reported Compartment Records: Tank ID: 1 Tank Capacity: 12000 UST Comprt ID: 174681 UST ID: 183372 Al Number: 69596 Compartment ID: A Substance Stored1: GASOLINE Substance Stored2: Not reported Substance Stored3: Not reported CompartmentReleaseDetectionMethod(Vapor): N CRDM(GW Monitoring): N CRDM(Monitoring Of Secondary Cont Barrier): Y CRDM(Auto Tank Gauge Test/Inv Control): Y CRD M(interstitial Monitoring SecWall/Jacket): Y CRDM(Wkly Manual Gauging(Tanks<=1000 G): N CRDM(Mthly Tank Gauging(Emer Gen Tanks): N CRDM(Sir(Stat Inv Reconciliation)/Inv Control): N PipingReleaseDetectionMethod(PRDM)(Vapor): N PRD M(Groundwater Monitoring): N PRDM(Monitoring Sec Containment Barrier): Y PRDM(InterstitialMonitoring w/in SecWall/Jacket): N PRDM(Mthly Piping Tightness Test)@.2Gph: Y PRDM(AnnualPipingTightTest/ElecMon@.1Gph: Y PRDM(TriennialTightTest(Suction/GravityPiping): N PRDM AutoLineLeakDet(3.0 Gph PressPiping): Y PRDM(Sir(Statlnv Recon)/Inv Control)): N PRDM(Exempt System Suction: N Spill Overfill Prevention Equip(SOPE): Y SOPE(Spill Cont/Bucket/Sump): Y SOPE(DelShut-Off Valve)): Y SOPE(FlowRestrictorValue: Y SOPE(Alarm(Set@<=90%)W/3a Or 3b: Y SOPE(N/A Deliveries To Tank<=25G): N Compartment Release Det Compliance Flag: Y Piping Release Detection Compliance Flag): Y Spill/OverfillPreventionCompliance Flag: Y Compartment Release Detection Variance: N Piping Release Detection Variance: N Spill And Overfill Prevention Variance: N Stage I Vapor Recovery: TWO POINT SYSTEM Stage 1 Installation Date: Not reported Tank ID: 1 Tank Capacity: 8000 UST Comprt ID: 174682 UST ID: 183372 Al Number: 69596 Compartment ID: B Substance Stored1: GASOLINE Substance Stored2: Not reported Substance Stored3: Not reported CompartmentReleaseDetectionMethod(Vapor): N CRDM(GW Monitoring): N CRDM(Monitoring Of Secondary Cont Barrier): Y TC6492348.2s Page 27 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HEB 413 (Continued) 0003414781 CRDM(Auto Tank Gauge Test/Inv Control): Y CRD M(interstitial Monitoring SecWall/Jacket): Y CRDM(Wkly Manual Gauging(Tanks<=1000 G): N CRDM(Mthly Tank Gauging(Emer Gen Tanks): N CRDM(Sir(Stat Inv Reconciliation)/Inv Control): N PipingReleaseDetectionMethod(PRDM)(Vapor): N PRD M(Groundwater Monitoring): N PRDM(Monitoring Sec Containment Barrier): Y PRDM(InterstitialMonitoring w/in SecWall/Jacket): N PRDM(Mthly Piping Tightness Test)@.2Gph: Y PRDM(AnnualPipingTightTest/ElecMon@.1Gph: Y PRDM(TriennialTightTest(Suction/GravityPiping): N PRDM AutoLineLeakDet(3.0 Gph PressPiping): Y PRDM(Sir(Statlnv Recon)/Inv Control)): N PRDM(Exempt System Suction: N Spill Overfill Prevention Equip(SOPE): Y SOPE(Spill Cont/Bucket/Sump): Y SOPE(DelShut-Off Valve)): Y SOPE(FlowRestrictorValue: Y SOPE(Alarm(Set@<=90%)W/3a Or 3b: Y SOPE(N/A Deliveries To Tank<=25G): N Compartment Release Det Compliance Flag: Y Piping Release Detection Compliance Flag): Y Spill/OverfillPreventionCompliance Flag: Y Compartment Release Detection Variance: N Piping Release Detection Variance: N Spill And Overfill Prevention Variance: N Stage I Vapor Recovery: TWO POINT SYSTEM Stage 1 Installation Date: Not reported More Self Certification: Self Cert ID: 26638 Cert ID: 335717 UST Comprt ID: 973994 UST ID: 37681 Al Number: 69596 Tank ID: 1 Compartment ID: A Self Cert ID: 26638 Cert ID: 38368 UST Comprt ID: 102386 UST ID: 37681 Al Number: 69596 Tank ID: 1 Compartment ID: A Self Cert ID: 26638 Cert ID: 302445 UST Comprt ID: 874678 UST ID: 37681 Al Number: 69596 Tank ID: 1 Compartment ID: A Self Cert ID: 26638 Cert ID: 285742 TC6492348.2s Page 28 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HEB 413 (Continued) 0003414781 UST Comprt ID: 824482 UST ID: 37681 Al Number: 69596 Tank ID: 1 Compartment ID: A Self Cert ID: 26638 Cert ID: 268644 UST Comprt ID: 773897 UST ID: 37681 Al Number: 69596 Tank ID: 1 Compartment ID: A Self Cert ID: 26638 Cert ID: 251959 UST Comprt ID: 724406 UST ID: 37681 Al Number: 69596 Tank ID: 1 Compartment ID: A Self Cert ID: 26638 Cert ID: 235528 UST Comprt ID: 676124 UST ID: 37681 Al Number: 69596 Tank ID: 1 Compartment ID: A Self Cert ID: 26638 Cert ID: 38614 UST Comprt ID: 102373 UST ID: 37681 Al Number: 69596 Tank ID: 1 Compartment ID: A Self Cert ID: 26638 Cert ID: 38613 UST Comprt ID: 102374 UST ID: 37681 Al Number: 69596 Tank ID: 1 Compartment ID: A Self Cert ID: 26638 Cert ID: 38612 UST Comprt ID: 102375 UST ID: 37681 Al Number: 69596 Tank ID: 1 Compartment ID: A Self Cert ID: 26638 Cert ID: 38611 UST Comprt ID: 102376 TC6492348.2s Page 29 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HEB 413 (Continued) 0003414781 UST ID: 37681 Al Number: 69596 Tank ID: 1 Compartment ID: A Self Cert ID: 26638 Cert ID: 38375 UST Comprt ID: 102377 UST ID: 37681 Al Number: 69596 Tank ID: 1 Compartment ID: A Self Cert ID: 26638 Cert ID: 38374 UST ComprtlD: 102378 UST ID: 37681 Al Number: 69596 Tank ID: 1 Compartment ID: A Self Cert ID: 26638 Cert ID: 38373 UST ComprtlD: 102379 UST ID: 37681 Al Number: 69596 Tank ID: 1 Compartment ID: A Self Cert ID: 26638 Cert ID: 38372 UST ComprtlD: 102380 UST ID: 37681 Al Number: 69596 Tank ID: 1 Compartment ID: A Self Cert ID: 26638 Cert ID: 38371 UST ComprtlD: 102381 UST ID: 37681 Al Number: 69596 Tank ID: 1 Compartment ID: A Self Cert ID: 26638 Cert ID: 38370 UST ComprtlD: 102382 UST ID: 37681 Al Number: 69596 Tank ID: 1 Compartment ID: A Self Cert ID: 26638 Cert ID: 38369 UST ComprtlD: 102383 UST ID: 37681 TC6492348.2s Page 30 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HEB 413 (Continued) 0003414781 Al Number: 69596 Tank ID: 1 Compartment ID: A Self Cert ID: 26638 Cert ID: 38366 UST Comprt ID: 102384 UST ID: 37681 Al Number: 69596 Tank ID: 1 Compartment ID: A Self Cert ID: 26638 Cert ID: 38367 UST Comprt ID: 102385 UST ID: 37681 Al Number: 69596 Tank ID: 1 Compartment ID: A Self Cert ID: 26638 Cert ID: 319969 UST Comprt ID: 926871 UST ID: 37681 Al Number: 69596 Tank ID: 1 Compartment ID: A Construction Notification: NOC ID: 36279 Facility ID: 105623 Al Number: 69596 Application Received Date: 03/27/2020 Scheduled Construction Date: 04/09/2020 UST Improvement: N UST Installation: N UST Removal: N UST Repair: Y UST Return To Service: N UST Replacement: N UST Abandonment: N UST Stage I: N AST Installation: N AST Stage I: N Historical Tracking Number: Not reported Waiver Flag: Not reported Late Filing Flag: Y Form Received Date: 03/27/2020 Signature Date On Form: 03/26/2020 Signature Name On Form: LA DAWN VAUGHN Signature Company On Form: Not reported Signature Title On Form: Not reported Signature Role: Not reported Owner Name At Time Of Construction: H-E-B LP Owner CN At Time Of Construction: CN601297963 Owner AR At Time Of Construction: 58478 TC6492348.2s Page 31 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HEB 413 (Continued) 0003414781 General Desc Of Prop Construct: REPLACE TANK SUBMERSIBLE TURBINE PUMP FLEX HOSE NOC ID: 19798 Facility ID: 105623 Al Number: 69596 Application Received Date: 03/18/2005 Scheduled Construction Date: 04/17/2005 UST Improvement: Y UST Installation: N UST Removal: N UST Repair: N UST Return To Service: N UST Replacement: N UST Abandonment: N UST Stage I: N AST Installation: N AST Stage I: N Historical Tracking Number: M50318082 Waiver Flag: N Late Filing Flag: N Form Received Date: 03/27/2020 Signature Date On Form: 03/26/2020 Signature Name On Form: LA DAWN VAUGHN Signature Company On Form: Not reported Signature Title On Form: Not reported Signature Role: Not reported Owner Name At Time Of Construction: Not reported Owner CN At Time Of Construction: Not reported Owner AR At Time Of Construction: 58478 General Desc Of Prop Construct: Not reported Contractor,Consultant and Installer: Cont/Cons/Installer ID: 85977 UST ID: Not reported NOC ID: 36279 Al Number: 69596 Type Of Contact: CONSULTANT Contractor CRP Number Or Installer ILP Number: Not reported Company Name: ERLING SALES&SERVICE Representative Name: RUBEN POIREE Mailing Address(Delivery): Not reported Mailing Address(Internal Delivery): Not reported Mailing City: PFLUGERVILLE Mailing State: Not reported Mailing Zip: Not reported Mailing Foreign Postal Code: Not reported Mailing County Code: Not reported Phone Number Country Code: Not reported Phone Number Area Code: Not reported Phone Number: Not reported Phone Number Extension: Not reported Fax Number Country Code: Not reported Fax Number Area Code: Not reported Fax Number: Not reported Email Address: Not reported Cont/Cons/Installer ID: 85975 TC6492348.2s Page 32 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HEB 413 (Continued) 0003414781 UST ID: Not reported NOC ID: 36279 Al Number: 69596 Type Of Contact: CONTRACTOR Contractor CRP Number Or Installer ILP Number: Not reported Company Name: ERLING SALES&SERVICE Representative Name: RUBEN POIREE Mailing Address(Delivery): Not reported Mailing Address(Internal Delivery): Not reported Mailing City: PFLUGERVILLE Mailing State: Not reported Mailing Zip: Not reported Mailing Foreign Postal Code: Not reported Mailing County Code: Not reported Phone Number Country Code: Not reported Phone Number Area Code: Not reported Phone Number: Not reported Phone Number Extension: Not reported Fax Number Country Code: Not reported Fax Number Area Code: Not reported Fax Number: Not reported Email Address: Not reported Cont/Cons/Installer ID: 85976 UST ID: Not reported NOC ID: 36279 Al Number: 69596 Type Of Contact: INSTALLER Contractor CRP Number Or Installer ILP Number: ILP000548 Company Name: KMIEC DAVID R Representative Name: Not reported Mailing Address(Delivery): PO BOX 1503 Mailing Address(Internal Delivery): Not reported Mailing City: CYPRESS Mailing State: TX Mailing Zip: 77410 Mailing Foreign Postal Code: Not reported Mailing County Code: Not reported Phone Number Country Code: 1 Phone Number Area Code: 832 Phone Number: 6065098 Phone Number Extension: 0 Fax Number Country Code: Not reported Fax Number Area Code: Not reported Fax Number: Not reported Email Address: Not reported Facility Billing Contacts: Contact Organization Name: H-E-B LP Contact Mailing Address(Delivery): PO BOX 839968 Contact Mailing Address(Internal Delivery): Not reported Contact Mailing City/State/Zip: SAN ANTONIO,TX 78283 3968 Phone Number/Ext: / Contact Fax Number/Ext: / Contact Email Address: Not reported Contact Address Deliverable: Y Facility ID: 105623 TC6492348.2s Page 33 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HEB 413 (Continued) 0003414781 Additional ID: 725571222002086 PrincID: 691789092002161 Al Number: 69596 Facility Name: HEB 413 AR Number: 58478 AR UST Number Suffix: Not reported AR AST Number Suffix: U Contact Name/Title: TERRY PARR/ TX Financial Assurance 2: Name: HEB 413 Address: 3133 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78404 Region: 2 Facility ID: 105623 Finass ID: 233897 Al: 69596 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: 2,000,000 Meets Financial Assurance Req Flag: Y Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 12/29/2019 Date Financial Assurance Form Rec: Not reported Issuer Name: IRONSHORE SPECIALTY INS CO Issuer Phone: Not reported Policy Number: 002606901 Coverage Amount: 1,000,000 Coverage Expiration Date: 12/29/2020 Ins Premium Pre-Paid For Entire Yr: No Proof of Financial Assurance: Yes Name: HEB 413 Address: 3133 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78404 Region: 2 Facility ID: 105623 Finass ID: 217008 Al: 69596 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: 2,000,000 Meets Financial Assurance Req Flag: Y Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 12/29/2018 Date Financial Assurance Form Rec: Not reported Issuer Name: IRONSHORE SPECIALTY INS CO Issuer Phone: Not reported Policy Number: 002606901 Coverage Amount: 1,000,000 Coverage Expiration Date: 12/29/2019 Ins Premium Pre-Paid For Entire Yr: No TC6492348.2s Page 34 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HEB 413 (Continued) 0003414781 Proof of Financial Assurance: Yes Name: HEB 413 Address: 3133 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78404 Region: 2 Facility ID: 105623 Finass ID: 200209 Al: 69596 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: 2,000,000 Meets Financial Assurance Req Flag: Y Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 12/29/2017 Date Financial Assurance Form Rec: Not reported Issuer Name: IRONSHORE SPECIALTY INS CO Issuer Phone: Not reported Policy Number: 002606900 Coverage Amount: 1,000,000 Coverage Expiration Date: 12/29/2018 Ins Premium Pre-Paid For Entire Yr: No Proof of Financial Assurance: Yes Name: HEB 413 Address: 3133 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78404 Region: 2 Facility ID: 105623 Finass ID: 182166 Al: 69596 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: 2,000,000 Meets Financial Assurance Req Flag: Y Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 12/29/2016 Date Financial Assurance Form Rec: Not reported Issuer Name: IRONSHORE SPECIALTY INS CO Issuer Phone: Not reported Policy Number: 002606900 Coverage Amount: 1,000,000 Coverage Expiration Date: 12/29/2017 Ins Premium Pre-Paid For Entire Yr: No Proof of Financial Assurance: Yes Name: HEB 413 Address: 3133 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78404 Region: 2 Facility ID: 105623 Finass ID: 165855 Al: 69596 TC6492348.2s Page 35 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HEB 413 (Continued) 0003414781 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: 2,000,000 Meets Financial Assurance Req Flag: Y Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 12/29/2015 Date Financial Assurance Form Rec: Not reported Issuer Name: IRONSHORE SPECIALTY INS CO Issuer Phone: Not reported Policy Number: 002606900 Coverage Amount: 1,000,000 Coverage Expiration Date: 12/29/2016 Ins Premium Pre-Paid For Entire Yr: No Proof of Financial Assurance: Yes Name: HEB 413 Address: 3133 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78404 Region: 2 Facility ID: 105623 Finass ID: 147068 Al: 69596 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: 2,000,000 Meets Financial Assurance Req Flag: Y Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 12/29/2014 Date Financial Assurance Form Rec: Not reported Issuer Name: AIG INS CO Issuer Phone: Not reported Policy Number: PLC 2183057 Coverage Amount: 1,000,000 Coverage Expiration Date: 12/29/2015 Ins Premium Pre-Paid For Entire Yr: No Proof of Financial Assurance: Yes Name: HEB 413 Address: 3133 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78404 Region: 2 Facility ID: 105623 Finass ID: 129887 Al: 69596 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: 2,000,000 Meets Financial Assurance Req Flag: Y Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 12/29/2013 Date Financial Assurance Form Rec: Not reported TC6492348.2s Page 36 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HEB 413 (Continued) 0003414781 Issuer Name: OTHER Issuer Phone: Not reported Policy Number: PLC 2183057 Coverage Amount: 1,000,000 Coverage Expiration Date: 12/29/2014 Ins Premium Pre-Paid For Entire Yr: No Proof of Financial Assurance: Yes Name: HEB 413 Address: 3133 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78404 Region: 2 Facility ID: 105623 Finass ID: 112522 Al: 69596 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: 2,000,000 Meets Financial Assurance Req Flag: Y Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 12/29/2012 Date Financial Assurance Form Rec: Not reported Issuer Name: CHARTIS SPECIALTY INS CO Issuer Phone: Not reported Policy Number: PLC 2183057 Coverage Amount: 1,000,000 Coverage Expiration Date: 12/29/2013 Ins Premium Pre-Paid For Entire Yr: No Proof of Financial Assurance: Yes Name: HEB 413 Address: 3133 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78404 Region: 2 Facility ID: 105623 Finass ID: 110417 Al: 69596 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: 2,000,000 Meets Financial Assurance Req Flag: Y Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 12/29/2012 Date Financial Assurance Form Rec: Not reported Issuer Name: CHARTIS SPECIALTY INS CO Issuer Phone: Not reported Policy Number: PLC 2183057 Coverage Amount: 1,000,000 Coverage Expiration Date: 12/29/2013 Ins Premium Pre-Paid For Entire Yr: No Proof of Financial Assurance: Yes Name: HEB 413 TC6492348.2s Page 37 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HEB 413 (Continued) 0003414781 Address: 3133 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78404 Region: 2 Facility ID: 105623 Finass ID: 15046 Al: 69596 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: Not reported Meets Financial Assurance Req Flag: Not reported Financial Responsibility Type: FINANCIAL TEST Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 01/05/2012 Date Financial Assurance Form Rec: Not reported Issuer Name: SELF(FIN TEST OR LOCAL GOV FT) Issuer Phone: 1 210 9384934 Policy Number: 0 Coverage Amount: 1000000 Coverage Expiration Date: 01/05/2013 Ins Premium Pre-Paid For Entire Yr: No Proof of Financial Assurance: Yes Name: HEB 413 Address: 3133 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78404 Region: 2 Facility ID: 105623 Finass ID: 86239 Al: 69596 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: Not reported Meets Financial Assurance Req Flag: Not reported Financial Responsibility Type: FINANCIAL TEST Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 07/27/2010 Date Financial Assurance Form Rec: Not reported Issuer Name: SELF(FIN TEST OR LOCAL GOV FT) Issuer Phone: 1 210 9387042 Policy Number: None Coverage Amount: 2000000 Coverage Expiration Date: 07/27/2011 Ins Premium Pre-Paid For Entire Yr: No Proof of Financial Assurance: Yes Name: HEB 413 Address: 3133 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78404 Region: 2 Facility ID: 105623 Finass ID: 86240 Al: 69596 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: Not reported TC6492348.2s Page 38 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HEB 413 (Continued) 0003414781 Meets Financial Assurance Req Flag: Not reported Financial Responsibility Type: FINANCIAL TEST Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 01/12/2009 Date Financial Assurance Form Rec: Not reported Issuer Name: SELF(FIN TEST OR LOCAL GOV FT) Issuer Phone: 1 210 9387042 Policy Number: None Coverage Amount: 2000000 Coverage Expiration Date: 01/12/2010 Ins Premium Pre-Paid For Entire Yr: No Proof of Financial Assurance: Yes Name: HEB 413 Address: 3133 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78404 Region: 2 Facility ID: 105623 Finass ID: 86241 Al: 69596 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: Not reported Meets Financial Assurance Req Flag: Not reported Financial Responsibility Type: FINANCIAL TEST Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 08/18/2008 Date Financial Assurance Form Rec: Not reported Issuer Name: SELF(FIN TEST OR LOCAL GOV FT) Issuer Phone: 1 210 9387042 Policy Number: None Coverage Amount: 0 Coverage Expiration Date: 08/18/2009 Ins Premium Pre-Paid For Entire Yr: No Proof of Financial Assurance: Yes Name: HEB 413 Address: 3133 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78404 Region: 2 Facility ID: 105623 Finass ID: 86242 Al: 69596 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: Not reported Meets Financial Assurance Req Flag: Not reported Financial Responsibility Type: FINANCIAL TEST Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 01/01/1901 Date Financial Assurance Form Rec: Not reported Issuer Name: Not reported Issuer Phone: Not reported Policy Number: Unknown TC6492348.2s Page 39 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HEB 413 (Continued) 0003414781 Coverage Amount: 0 Coverage Expiration Date: 01/01/1901 Ins Premium Pre-Paid For Entire Yr: No Proof of Financial Assurance: No B6 HEB 413 LPST S116698921 SSE 3133 S ALAMEDA ST N/A 1/8-1/4 CORPUS CHRISTI,TX 78411 0.242 mi. 1280 ft. Site 2 of 2 in cluster B Relative: LPST: Lower Name: HEB 413 Actual: Address: 3133 S ALAMEDA ST 30 ft. City,State,Zip: CORPUS CHRISTI,TX 78411 Facility ID: 0069596 LPST Id: 111254 Facility Location: 3133 S ALAMEDA TCEQ Region#and City: REGION 14-CORPUS CHRISTI Region City: CORPUS CHRISTI Discovered Date: 11/06/1998 Entered Date: 07/01/1996 Reported Date: 12/31/3000 Closure Date: 12/31/3000 Priority: 4.2-NO GW IMPACT NO APPARENT THREATS OR IMPACTS TO RECEPTORS Program: 1 -RPR CA Status: 6A-FINAL CONCURRENCE ISSUED Priority Description: The vertical extent of contamination has been defined and the assessment results document that groundwater is not affected. Status: FINAL CONCURRENCE ISSUED,CASE CLOSED Coordinators Primary: 1 Coordinators RPR: RPR Responsible Party Name: Not reported Responsible Party Contact: MARILYN SEVON Responsible Party Address: 646 S MAIN AVE Responsible Party City,St,Zip: SAN ANTONIO,TX 78211 Responsible Party Telephone: 210/938-5513 Reported Date: 12/31/3000 Case Start Date: 12/31/3000 7 AFFORDABLE DETAIL LPST 0003413838 NE 2806 SANTA FE ST UST N/A 1/4-1/2 CORPUS CHRISTI,TX 78404 DRYCLEANERS 0.310 mi. COMP HIST 1638 ft. Relative: LPST: Lower Name: SANTA FE STATION Actual: Address: 2806 SANTA FE ST 30 ft. City,State,Zip: CORPUS CHRISTI,TX Facility ID: Not reported LPST Id: 93434 Facility Location: Not reported TCEQ Region#and City: REGION 14-CORPUS CHRISTI Region City: Not reported Discovered Date: 12/08/1992 TC6492348.2s Page 40 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AFFORDABLE DETAIL (Continued) 0003413838 Entered Date: 08/16/1989 Reported Date: 08/01/1989 Closure Date: 08/01/1989 Priority: 4A-SOIL CONTAMINATION ONLY REQUIRES FULL SITE ASSESSMENT RAP Program: 2-REGION CA Status: 6A-FINAL CONCURRENCE ISSUED Priority Description: Not reported Status: Not reported Coordinators Primary: Not reported Coordinators RPR: Not reported Responsible Party Name: Not reported Responsible Party Contact: Not reported Responsible Party Address: Not reported Responsible Party City,St,Zip: Not reported Responsible Party Telephone: Not reported Reported Date: 08/01/1989 Case Start Date: 08/01/1989 UST: Name: AFFORDABLE DETAIL Address: 2806 SANTA FE ST City,State,Zip: CORPUS CHRISTI,TX 784041746 Al Number: 48196 Facility Type: UNKNOWN Facility Begin Date: 04/18/1989 Facility Status: INACTIVE Additional ID: 959180052002118 Facility Exempt Status: N Records Off-Site: Yes UST Financial Assurance Required: No Number Of Active UST: 0 Site Location Description: Not reported Site Location(Nearest City Name): Not reported Site Location(County Name): NUECES Site Location(Tceq Region): 14 Site Location(Location Zip): 78380 Contact Name/Title: Contact Organization Name: AFFORDABLE DETAIL Contact Mailing Address1: Not reported Contact Mailing Address2: Not reported Contact Mailing City/State/Zip: Not reported Contact Telephone: 5122891585 Facility Contact Address Deliverable: Not reported Contact Fax Number: Not reported Contact Email Address: Not reported Signature Date On Earliest Reg Form: 03/31/1989 Signature Name/Title On Earliest Reg Form: SAME,SAME Application Received Date On Earliest Reg Form: 04/07/1989 Signature Role On Earliest Reg Form: Not reported Signature Company On Earliest Reg Form: Not reported Enforcement Action: Not reported Facility Not Inspectable: No Operator: PrincID: 988605242004082 Additional ID: 959180052002118 Ai Number: 48196 TC6492348.2s Page 41 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AFFORDABLE DETAIL (Continued) 0003413838 Operator CN: CN602593147 Operator Name: HAK SUN LILIENTHAL Operator Effective Begin Date: 04/20/2001 Operator Type: IN Operator Role: OPRCON Contact Name: DAMMIE LILIENTHAL/ Contact Organization Name: LILIENTHAL HAK SUN Contact Mailing Address(Delivery): 2006 MUSSETT ST Contact Mailing Address(Internal Delivery): Not reported Contact Mailing City/State/Zip: CORPUS CHRISTI TX 78408-4057 Contact Phone Country Code: 1 Contact Phone Area Code: 361 Contact Phone Number: 7795815 Contact Phone Extension: 0 Contact Fax Country Code: Not reported Contact Fax Area Code: Not reported Contact Fax Number: Not reported Contact Fax Extension: Not reported Contact Email Address: Not reported Contact Address Deliverable: Not reported Owner: Owner CN: CN602593147 Owner Last Name: LILIENTHAL Owner First Name: HAK Owner Middle Name: SUN Owner Type: IN Contact Mailing Address(Delivery): 2006 MUSSETT ST Contact Mailing Address(Internal Delivery): Not reported Contact Mailing City: CORPUS CHRISTI Contact Mailing State: TX Contact Mailing Zip: 78408 Contact Mailing Zips: 4057 Contact Phone Number/Ext: 1 361 7795815/0 Contact Fax Country Code: Not reported Contact Fax Number/Ext: / Contact Email Address: Not reported Contact Address Deliverable: Not reported PrincID: 988605242004082 Additional ID: 959180052002118 Al Number: 48196 Owner Effective Begin Date: 04/20/2001 State Tax ID: Not reported Contact Role: OWNCON Contact Name/Title: DAMMIE LILENTHAL/ Contact Organization Name: LILIENTHAL HAK SUN Tank: Install Date: 01/01/1989 Tank Registration Date: 04/07/1989 Number of Compartments: 1 Tank Capacity: 8000 Tank Singlewall: Y Tank Doublewall: N Pipe Type: Not reported UST ID: 125508 TC6492348.2s Page 42 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AFFORDABLE DETAIL (Continued) 0003413838 Facility ID: 63904 Ai Number: 48196 Tank Id: 1A Tank Status(Current): REMOVED FROM GROUND Tank Status Date: 04/12/2006 Empty: N Tank Regulatory Status: FULLY REGULATED Tank Int Prot(Internal Tank Lining Date): Not reported Piping Design(Single Wall): Y Piping Design(Double Wall): N Tank Ext Cont(Fac-Built Nonmetallic Jacket): N Tank Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Tank Ext Cont(Tank Vault/Rigid Trench Liner): N Piping Ext Cont(Fac-Built Nonmetallic Jacket): N Piping Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Piping Ext Cont(Tank Vault/Rigid Trench Liner): N Tank Material(Steel): N Tank Material(Frp(Fi berglass-Reinforced Plastic): N Tank Mat(Composite(Steel W/Ext Frp Cladding)): Y Tank Mat(Concrete): N Tank Mat(Jacketed(Steel W/Ext Nonmetallic Jck)): N Tank Mat(Coated(Steel W/ExtPolyurethane Cladding)): N Piping Material(Steel): N Piping Mat(Frp(Fiberglass Reinforced Plastic): Y Piping Mat(Concrete): N Piping Mat(Jacketed(Steel W/Ext Nonmetallic Jacket)): N Piping Mat(Nonmetallic Flex Piping): N PipingConnect/Valves(Shear/Impact Valves(Under Disp)): N Piping Connect/Valves(Steel Swing-Joints(End Of Piping)): N Piping Connect/Valves(Flex Connectors(Ends Of Piping)): N Tank Corr Prot Meth(TCPM)(Cathodic-Field Installation): N TCPM(ExtDielectricCoat/Laminate/Tape/Wrap): N TCPM(Cathodic Prot-Faclnstallation): N TCPM(Composite Tank(Steel W/Frp Ext Laminate): Y TCPMeth(Coated Tank(Steel W/ExtPolyurethaneLaminate): N TCPM(FRP Tank Or Piping(Noncorrodible)): Y TCPM(Ext Nonmetallic Jacket): N TCPMeth(Unnecessary Per Corrosion Prot Spec): N Piping Corr Prot Meth(Dielectric Coat/Laminate/Tape/Wrap): N Piping Corr Prot Method(PCPM)(Cathodic Factory Install): N PCPM(Cathodic Prot-Field Install): N PCPMethod(FRP Tank Or Piping(Noncorrodible): Y PCPM(Nonmetallic FlexPiping(Noncorrodible)): N PCPMeth(Isolated Open Area/2nd Containment): N PCPM(Dual Protected): N PCPM(Unnec Per Corrosion Prot Specialist): N Tank Corr Prot Compliance Flag: Y Piping Corr Prot Compliance Flag: Y Tank Corrosion Prot Variance: N Piping Corrosion Prot Variance: N Temp Out Of Service Compliance: N Technical Compliance Flag: N Tank Tested Flag: N Installation Signature Date: 12/20/1990 Compartment Records: Tank ID: 1A Tank Capacity: 8000 TC6492348.2s Page 43 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AFFORDABLE DETAIL (Continued) 0003413838 UST Comprt ID: 77103 UST ID: 125508 Al Number: 48196 Compartment ID: A Substance Stored1: EMPTY Substance Stored2: Not reported Substance Stored3: Not reported CompartmentReleaseDetectionMethod(Vapor): N CRDM(GW Monitoring): N CRDM(Monitoring Of Secondary Cont Barrier): N CRDM(Auto Tank Gauge Test/Inv Control): N CRD M(interstitial Monitoring SecWall/Jacket): N CRDM(Wkly Manual Gauging(Tanks-1000 G): N CRDM(Mthly Tank Gauging(Emer Gen Tanks): N CRDM(Sir(Stat Inv Reconciliation)/Inv Control): N Pi ping ReleaseDetection Method(PRD M)(Vapor): N PRD M(Groundwater Monitoring): N PRDM(Monitoring Sec Containment Barrier): N PRDM(InterstitialMonitoring w/in SecWall/Jacket): N PRDM(Mthly Piping Tightness Test)@.2Gph: N PRDM(AnnualPipingTightTest/ElecMon@.1Gph: N PRDM(TriennialTightTest(Suction/GravityPiping): N PRDM AutoLineLeakDet(3.0 Gph PressPiping): N PRDM(Sir(Statlnv Recon)/Inv Control)): N PRDM(Exempt System Suction: N Spill Overfill Prevention Equip(SOPE): Y SOPE(Spill Cont/Bucket/Sump): Y SOPE(DelShut-Off Valve)): N SOPE(FlowRestrictorValue: Y SOPE(Alarm(Set@-90%)W/3a Or 3b: N SOPE(N/A Deliveries To Tank-25G): N Compartment Release Det Compliance Flag: N Piping Release Detection Compliance Flag): N Spill/OverfillPreventionCompliance Flag: Y Compartment Release Detection Variance: N Piping Release Detection Variance: N Spill And Overfill Prevention Variance: N Stage I Vapor Recovery: EXEMPT BY TCEQ RULE Stage 1 Installation Date: 01/01/1989 More Self Certification: Self Cert ID: 18554 Cert ID: 98432 UST Comprt ID: 290225 UST ID: 108200 Al Number: 48196 Tank ID: 5 Compartment ID: A Self Cert ID: 18554 Cert ID: 98431 UST Comprt ID: 290226 UST ID: 108200 Al Number: 48196 Tank ID: 5 Compartment ID: A TC6492348.2s Page 44 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AFFORDABLE DETAIL (Continued) 0003413838 Self Cert ID: 18554 Cert ID: 98429 UST Comprt ID: 290230 UST ID: 108200 Al Number: 48196 Tank ID: 5 Compartment ID: A Self Cert ID: 18554 Cert ID: 98427 UST Comprt ID: 290228 UST ID: 108200 Al Number: 48196 Tank ID: 5 Compartment ID: A Self Cert ID: 18554 Cert ID: 98428 UST Comprt ID: 290229 UST ID: 108200 Al Number: 48196 Tank ID: 5 Compartment ID: A Self Cert ID: 18554 Cert ID: 98430 UST Comprt ID: 290227 UST ID: 108200 Al Number: 48196 Tank ID: 5 Compartment ID: A Install Date: 01/01/1985 Tank Registration Date: 04/07/1989 Number of Compartments: 1 Tank Capacity: 5000 Tank Singlewall: N Tank Doublewall: N Pipe Type: Not reported UST ID: 125507 Facility ID: 63904 Ai Number: 48196 Tank Id: 313 Tank Status(Current): REMOVED FROM GROUND Tank Status Date: 10/01/1989 Empty: N Tank Regulatory Status: FULLY REGULATED Tank Int Prot(Internal Tank Lining Date): Not reported Piping Design(Single Wall): N Piping Design(Double Wall): N Tank Ext Cont(Fac-Built Nonmetallic Jacket): N Tank Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Tank Ext Cont(Tank Vault/Rigid Trench Liner): N Piping Ext Cont(Fac-Built Nonmetallic Jacket): N Piping Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Piping Ext Cont(Tank Vault/Rigid Trench Liner): N TC6492348.2s Page 45 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AFFORDABLE DETAIL (Continued) 0003413838 Tank Material(Steel): N Tank Material(Frp(Fi berglass-Reinforced Plastic): Y Tank Mat(Composite(Steel W/Ext Frp Cladding)): N Tank Mat(Concrete): N Tank Mat(Jacketed(Steel W/Ext Nonmetallic Jck)): N Tank Mat(Coated(Steel W/ExtPolyurethane Cladding)): N Piping Material(Steel): N Piping Mat(Frp(Fiberglass Reinforced Plastic): Y Piping Mat(Concrete): N Piping Mat(Jacketed(Steel W/Ext Nonmetallic Jacket)): N Piping Mat(Nonmetallic Flex Piping): N PipingConnect/Valves(Shear/Impact Valves(Under Disp)): N Piping Connect/Valves(Steel Swing-Joints(End Of Piping)): N Piping Connect/Valves(Flex Connectors(Ends Of Piping)): N Tank Corr Prot Meth(TCPM)(Cathodic-Field Installation): N TCPM(ExtDielectricCoat/Laminate/Tape/Wrap): N TCPM(Cathodic Prot-Faclnstallation): N TCPM(Composite Tank(Steel W/Frp Ext Laminate): N TCPMeth(Coated Tank(Steel W/ExtPolyurethaneLaminate): N TCPM(FRP Tank Or Piping(Noncorrodible)): Y TCPM(Ext Nonmetallic Jacket): N TCPMeth(Unnecessary Per Corrosion Prot Spec): N Piping Corr Prot Meth(Dielectric Coat/Laminate/Tape/Wrap): N Piping Corr Prot Method(PCPM)(Cathodic Factory Install): N PCPM(Cathodic Prot-Field Install): N PCPMethod(FRP Tank Or Piping(Noncorrodible): N PCPM(Nonmetallic FlexPiping(Noncorrodible)): N PCPMeth(Isolated Open Area/2nd Containment): N PCPM(Dual Protected): N PCPM(Unnec Per Corrosion Prot Specialist): N Tank Corr Prot Compliance Flag: Y Piping Corr Prot Compliance Flag: N Tank Corrosion Prot Variance: N Piping Corrosion Prot Variance: N Temp Out Of Service Compliance: N Technical Compliance Flag: N Tank Tested Flag: N Installation Signature Date: 12/20/1990 Compartment Records: TanklD: 3B Tank Capacity: 5000 UST Comprt ID: 77102 UST ID: 125507 Al Number: 48196 Compartment ID: A Substance Stored1: EMPTY Substance Stored2: Not reported Substance Stored3: Not reported CompartmentReleaseDetectionMethod(Vapor): N CRDM(GW Monitoring): N CRDM(Monitoring Of Secondary Cont Barrier): N CRDM(Auto Tank Gauge Test/Inv Control): N CRD M(interstitial Monitoring SecWall/Jacket): N CRDM(Wkly Manual Gauging(Tanks-1000 G): N CRDM(Mthly Tank Gauging(Emer Gen Tanks): N CRDM(Sir(Stat Inv Reconciliation)/Inv Control): N PipingReleaseDetectionMethod(PRDM)(Vapor): N TC6492348.2s Page 46 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AFFORDABLE DETAIL (Continued) 0003413838 PRD M(Groundwater Monitoring): N PRDM(Monitoring Sec Containment Barrier): N PRDM(InterstitialMonitoring w/in SecWall/Jacket): N PRDM(Mthly Piping Tightness Test)@.2Gph: N PRDM(AnnualPipingTightTest/ElecMon@.1 Gph: N PRDM(TriennialTightTest(Suction/GravityPiping): N PRDM AutoLineLeakDet(3.0 Gph PressPiping): N PRDM(Sir(Statlnv Recon)/Inv Control)): N PRDM(Exempt System Suction: N Spill Overfill Prevention Equip(SOPE): N SOPE(Spill Cont/Bucket/Sump): N SOPE(DelShut-Off Valve)): N SOPE(FlowRestrictorValue: N SOPE(Alarm(Set@<=90%)W/3a Or 3b: N SOPE(N/A Deliveries To Tank<=25G): N Compartment Release Det Compliance Flag: N Piping Release Detection Compliance Flag): N Spill/OverfillPreventionCompliance Flag: N Compartment Release Detection Variance: N Piping Release Detection Variance: N Spill And Overfill Prevention Variance: N Stage I Vapor Recovery: Not reported Stage 1 Installation Date: Not reported TanklD: 3B Tank Capacity: 5000 UST Comprt ID: 77102 UST ID: 125507 Al Number: 48196 Compartment ID: A Substance Stored1: EMPTY Substance Stored2: Not reported Substance Stored3: Not reported CompartmentReleaseDetectionMethod(Vapor): N CRDM(GW Monitoring): N CRDM(Monitoring Of Secondary Cont Barrier): N CRDM(Auto Tank Gauge Test/Inv Control): N CRD M(interstitial Monitoring SecWall/Jacket): N CRDM(Wkly Manual Gauging(Tanks<=1000 G): N CRDM(Mthly Tank Gauging(Emer Gen Tanks): N CRDM(Sir(Stat Inv Reconciliation)/Inv Control): N PipingReleaseDetectionMethod(PRDM)(Vapor): N PRD M(Groundwater Monitoring): N PRDM(Monitoring Sec Containment Barrier): N PRDM(InterstitialMonitoring w/in SecWall/Jacket): N PRDM(Mthly Piping Tightness Test)@.2Gph: N PRDM(AnnualPipingTightTest/ElecMon@.1 Gph: N PRDM(TriennialTightTest(Suction/GravityPiping): N PRDM AutoLineLeakDet(3.0 Gph PressPiping): N PRDM(Sir(Statlnv Recon)/Inv Control)): N PRDM(Exempt System Suction: N Spill Overfill Prevention Equip(SOPE): N SOPE(Spill Cont/Bucket/Sump): N SOPE(DelShut-Off Valve)): N SOPE(FlowRestrictorValue: N SOPE(Alarm(Set@<=90%)W/3a Or 3b: N SOPE(N/A Deliveries To Tank<=25G): N TC6492348.2s Page 47 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AFFORDABLE DETAIL (Continued) 0003413838 Compartment Release Det Compliance Flag: N Piping Release Detection Compliance Flag): N Spill/OverfillPreventionCompliance Flag: N Compartment Release Detection Variance: N Piping Release Detection Variance: N Spill And Overfill Prevention Variance: N Stage I Vapor Recovery: Not reported Stage 1 Installation Date: Not reported More Self Certification: Self Cert ID: 18554 Cert ID: 98432 UST Comprt ID: 290225 UST ID: 108200 Al Number: 48196 Tank ID: 5 Compartment ID: A Self Cert ID: 18554 Cert ID: 98431 UST Comprt ID: 290226 UST ID: 108200 Al Number: 48196 Tank ID: 5 Compartment ID: A Self Cert ID: 18554 Cert ID: 98429 UST Comprt ID: 290230 UST ID: 108200 Al Number: 48196 Tank ID: 5 Compartment ID: A Self Cert ID: 18554 Cert ID: 98427 UST Comprt ID: 290228 UST ID: 108200 Al Number: 48196 Tank ID: 5 Compartment ID: A Self Cert ID: 18554 Cert ID: 98428 UST Comprt ID: 290229 UST ID: 108200 Al Number: 48196 Tank ID: 5 Compartment ID: A Self Cert ID: 18554 Cert ID: 98430 UST Comprt ID: 290227 UST ID: 108200 Al Number: 48196 Tank ID: 5 Compartment ID: A TC6492348.2s Page 48 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AFFORDABLE DETAIL (Continued) 0003413838 Install Date: 01/01/1989 Tank Registration Date: 04/07/1989 Number of Compartments: 1 Tank Capacity: 6000 Tank Singlewall: Y Tank Doublewall: N Pipe Type: P UST ID: 125509 Facility ID: 63904 Ai Number: 48196 Tank Id: 3A Tank Status(Current): REMOVED FROM GROUND Tank Status Date: 04/12/2006 Empty: N Tank Regulatory Status: FULLY REGULATED Tank Int Prot(Internal Tank Lining Date): Not reported Piping Design(Single Wall): Y Piping Design(Double Wall): N Tank Ext Cont(Fac-Built Nonmetallic Jacket): N Tank Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Tank Ext Cont(Tank Vault/Rigid Trench Liner): N Piping Ext Cont(Fac-Built Nonmetallic Jacket): N Piping Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Piping Ext Cont(Tank Vault/Rigid Trench Liner): N Tank Material(Steel): N Tank Material(Frp(Fi berglass-Reinforced Plastic): N Tank Mat(Composite(Steel W/Ext Frp Cladding)): Y Tank Mat(Concrete): N Tank Mat(Jacketed(Steel W/Ext Nonmetallic Jck)): N Tank Mat(Coated(Steel W/ExtPolyurethane Cladding)): N Piping Material(Steel): N Piping Mat(Frp(Fiberglass Reinforced Plastic): Y Piping Mat(Concrete): N Piping Mat(Jacketed(Steel W/Ext Nonmetallic Jacket)): N Piping Mat(Nonmetallic Flex Piping): N PipingConnect/Valves(Shear/Impact Valves(Under Disp)): N Piping Connect/Valves(Steel Swing-Joints(End Of Piping)): N Piping Connect/Valves(Flex Connectors(Ends Of Piping)): N Tank Corr Prot Meth(TCPM)(Cathodic-Field Installation): N TCPM(ExtDielectricCoat/Laminate/Tape/Wrap): N TCPM(Cathodic Prot-Faclnstallation): N TCPM(Composite Tank(Steel W/Frp Ext Laminate): Y TCPMeth(Coated Tank(Steel W/ExtPolyurethaneLaminate): N TCPM(FRP Tank Or Piping(Noncorrodible)): Y TCPM(Ext Nonmetallic Jacket): N TCPMeth(Unnecessary Per Corrosion Prot Spec): N Piping Corr Prot Meth(Dielectric Coat/Laminate/Tape/Wrap): N Piping Corr Prot Method(PCPM)(Cathodic Factory Install): N PCPM(Cathodic Prot-Field Install): N PCPMethod(FRP Tank Or Piping(Noncorrodible): Y PCPM(Nonmetallic FlexPiping(Noncorrodible)): N PCPMeth(Isolated Open Area/2nd Containment): N PCPM(Dual Protected): N PCPM(Unnec Per Corrosion Prot Specialist): N Tank Corr Prot Compliance Flag: Y Piping Corr Prot Compliance Flag: Y Tank Corrosion Prot Variance: N TC6492348.2s Page 49 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AFFORDABLE DETAIL (Continued) 0003413838 Piping Corrosion Prot Variance: N Temp Out Of Service Compliance: N Technical Compliance Flag: N Tank Tested Flag: N Installation Signature Date: 12/20/1990 Compartment Records: TanklD: 3A Tank Capacity: 6000 UST Comprt ID: 77104 UST ID: 125509 Al Number: 48196 Compartment ID: A Substance Stored1: EMPTY Substance Stored2: Not reported Substance Stored3: Not reported CompartmentReleaseDetectionMethod(Vapor): N CRDM(GW Monitoring): N CRDM(Monitoring Of Secondary Cont Barrier): N CRDM(Auto Tank Gauge Test/Inv Control): N CRD M(interstitial Monitoring SecWall/Jacket): N CRDM(Wkly Manual Gauging(Tanks<=1000 G): N CRDM(Mthly Tank Gauging(Emer Gen Tanks): N CRDM(Sir(Stat Inv Reconciliation)/Inv Control): N PipingReleaseDetectionMethod(PRDM)(Vapor): N PRD M(Groundwater Monitoring): N PRDM(Monitoring Sec Containment Barrier): N PRDM(InterstitialMonitoring w/in SecWall/Jacket): N PRDM(Mthly Piping Tightness Test)@.2Gph: N PRDM(AnnualPipingTightTest/ElecMon@.1Gph: N PRDM(TriennialTightTest(Suction/GravityPiping): N PRDM AutoLineLeakDet(3.0 Gph PressPiping): N PRDM(Sir(Statlnv Recon)/Inv Control)): N PRDM(Exempt System Suction: N Spill Overfill Prevention Equip(SOPE): Y SOPE(Spill Cont/Bucket/Sump): Y SOPE(DelShut-Off Valve)): N SOPE(FlowRestrictorValue: Y SOPE(Alarm(Set@<=90%)W/3a Or 3b: N SOPE(N/A Deliveries To Tank<=25G): N Compartment Release Det Compliance Flag: N Piping Release Detection Compliance Flag): N Spill/OverfillPreventionCompliance Flag: Y Compartment Release Detection Variance: N Piping Release Detection Variance: N Spill And Overfill Prevention Variance: N Stage I Vapor Recovery: EXEMPT BY TCEQ RULE Stage 1 Installation Date: 01/01/1989 More Self Certification: Self Cert ID: 18554 Cert ID: 98432 UST Comprt ID: 290225 UST ID: 108200 Al Number: 48196 Tank ID: 5 Compartment ID: A TC6492348.2s Page 50 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AFFORDABLE DETAIL (Continued) 0003413838 Self Cert ID: 18554 Cert ID: 98431 UST Comprt ID: 290226 UST ID: 108200 Al Number: 48196 Tank ID: 5 Compartment ID: A Self Cert ID: 18554 Cert ID: 98429 UST Comprt ID: 290230 UST ID: 108200 Al Number: 48196 Tank ID: 5 Compartment ID: A Self Cert ID: 18554 Cert ID: 98427 UST Comprt ID: 290228 UST ID: 108200 Al Number: 48196 Tank ID: 5 Compartment ID: A Self Cert ID: 18554 Cert ID: 98428 UST Comprt ID: 290229 UST ID: 108200 Al Number: 48196 Tank ID: 5 Compartment ID: A Self Cert ID: 18554 Cert ID: 98430 UST Comprt ID: 290227 UST ID: 108200 Al Number: 48196 Tank ID: 5 Compartment ID: A Install Date: 01/01/1989 Tank Registration Date: 04/07/1989 Number of Compartments: 1 Tank Capacity: 8000 Tank Singlewall: Y Tank Doublewall: N Pipe Type: P UST ID: 125510 Facility ID: 63904 Ai Number: 48196 Tank Id: 2A Tank Status(Current): REMOVED FROM GROUND Tank Status Date: 04/12/2006 Empty: N Tank Regulatory Status: FULLY REGULATED Tank Int Prot(Internal Tank Lining Date): Not reported TC6492348.2s Page 51 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AFFORDABLE DETAIL (Continued) 0003413838 Piping Design(Single Wall): Y Piping Design(Double Wall): N Tank Ext Cont(Fac-Built Nonmetallic Jacket): N Tank Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Tank Ext Cont(Tank Vault/Rigid Trench Liner): N Piping Ext Cont(Fac-Built Nonmetallic Jacket): N Piping Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Piping Ext Cont(Tank Vault/Rigid Trench Liner): N Tank Material(Steel): N Tank Material(Frp(Fi bergl ass-Reinforced Plastic): N Tank Mat(Composite(Steel W/Ext Frp Cladding)): Y Tank Mat(Concrete): N Tank Mat(Jacketed(Steel W/Ext Nonmetallic Jck)): N Tank Mat(Coated(Steel W/ExtPolyurethane Cladding)): N Piping Material(Steel): N Piping Mat(Frp(Fiberglass Reinforced Plastic): Y Piping Mat(Concrete): N Piping Mat(Jacketed(Steel W/Ext Nonmetallic Jacket)): N Piping Mat(Nonmetallic Flex Piping): N PipingConnect/Valves(Shear/Impact Valves(Under Disp)): N Piping Connect/Valves(Steel Swing-Joints(End Of Piping)): N Piping Connect/Valves(Flex Connectors(Ends Of Piping)): N Tank Corr Prot Meth(TCPM)(Cathodic-Field Installation): N TCPM(ExtDielectricCoat/Laminate/Tape/Wrap): N TCPM(Cathodic Prot-Faclnstallation): N TCPM(Composite Tank(Steel W/Frp Ext Laminate): Y TCPMeth(Coated Tank(Steel W/ExtPolyurethaneLaminate): N TCPM(FRP Tank Or Piping(Noncorrodible)): Y TCPM(Ext Nonmetallic Jacket): N TCPMeth(Unnecessary Per Corrosion Prot Spec): N Piping Corr Prot Meth(Dielectric Coat/Laminate/Tape/Wrap): N Piping Corr Prot Method(PCPM)(Cathodic Factory Install): N PCPM(Cathodic Prot-Field Install): N PCPMethod(FRP Tank Or Piping(Noncorrodible): Y PCPM(Nonmetallic FlexPiping(Noncorrodible)): N PCPMeth(Isolated Open Area/2nd Containment): N PCPM(Dual Protected): N PCPM(Unnec Per Corrosion Prot Specialist): N Tank Corr Prot Compliance Flag: Y Piping Corr Prot Compliance Flag: Y Tank Corrosion Prot Variance: N Piping Corrosion Prot Variance: N Temp Out Of Service Compliance: N Technical Compliance Flag: N Tank Tested Flag: N Installation Signature Date: 12/20/1990 Compartment Records: TanklD: 2A Tank Capacity: 8000 UST Comprt ID: 77105 UST ID: 125510 Al Number: 48196 Compartment ID: A Substance Stored1: EMPTY Substance Stored2: Not reported Substance Stored3: Not reported CompartmentReleaseDetectionMethod(Vapor): N TC6492348.2s Page 52 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AFFORDABLE DETAIL (Continued) 0003413838 CRDM(GW Monitoring): N CRDM(Monitoring Of Secondary Cont Barrier): N CRDM(Auto Tank Gauge Test/Inv Control): N CRD M(interstitial Monitoring SecWall/Jacket): N CRDM(Wkly Manual Gauging(Tanks-1000 G): N CRDM(Mthly Tank Gauging(Emer Gen Tanks): N CRDM(Sir(Stat Inv Reconciliation)/Inv Control): N PipingReleaseDetectionMethod(PRDM)(Vapor): N PRD M(Groundwater Monitoring): N PRDM(Monitoring Sec Containment Barrier): N PRDM(InterstitialMonitoring w/in SecWall/Jacket): N PRDM(Mthly Piping Tightness Test)@.2Gph: N PRDM(AnnualPipingTightTest/ElecMon@.1Gph: N PRDM(TriennialTightTest(Suction/GravityPiping): N PRDM AutoLineLeakDet(3.0 Gph PressPiping): N PRDM(Sir(Statlnv Recon)/Inv Control)): N PRDM(Exempt System Suction: N Spill Overfill Prevention Equip(SOPE): Y SOPE(Spill Cont/Bucket/Sump): Y SOPE(DelShut-Off Valve)): N SOPE(FlowRestrictorValue: Y SOPE(Alarm(Set@-90%)W/3a Or 3b: N SOPE(N/A Deliveries To Tank-25G): N Compartment Release Det Compliance Flag: N Piping Release Detection Compliance Flag): N Spill/OverfillPreventionCompliance Flag: Y Compartment Release Detection Variance: N Piping Release Detection Variance: N Spill And Overfill Prevention Variance: N Stage I Vapor Recovery: EXEMPT BY TCEQ RULE Stage 1 Installation Date: 01/01/1989 More Self Certification: Self Cert ID: 18554 Cert ID: 98432 UST Comprt ID: 290225 UST ID: 108200 Al Number: 48196 Tank ID: 5 Compartment ID: A Self Cert ID: 18554 Cert ID: 98431 UST Comprt ID: 290226 UST ID: 108200 Al Number: 48196 Tank ID: 5 Compartment ID: A Self Cert ID: 18554 Cert ID: 98429 UST Compri ID: 290230 UST ID: 108200 Al Number: 48196 Tank ID: 5 Compartment ID: A TC6492348.2s Page 53 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AFFORDABLE DETAIL (Continued) 0003413838 Self Cert ID: 18554 Cert ID: 98427 UST Comprt ID: 290228 UST ID: 108200 Al Number: 48196 Tank ID: 5 Compartment ID: A Self Cert ID: 18554 Cert ID: 98428 UST Comprt ID: 290229 UST ID: 108200 Al Number: 48196 Tank ID: 5 Compartment ID: A Self Cert ID: 18554 Cert ID: 98430 UST ComprtID: 290227 UST ID: 108200 Al Number: 48196 Tank ID: 5 Compartment ID: A Install Date: 01/01/1969 Tank Registration Date: 04/07/1989 Number of Compartments: 1 Tank Capacity: 6000 Tank Singlewall: N Tank Doublewall: N Pipe Type: Not reported UST ID: 125506 Facility ID: 63904 Ai Number: 48196 Tank Id: 213 Tank Status(Current): REMOVED FROM GROUND Tank Status Date: 10/01/1989 Empty: N Tank Regulatory Status: FULLY REGULATED Tank Int Prot(Internal Tank Lining Date): Not reported Piping Design(Single Wall): N Piping Design(Double Wall): N Tank Ext Cont(Fac-Built Nonmetallic Jacket): N Tank Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Tank Ext Cont(Tank Vault/Rigid Trench Liner): N Piping Ext Cont(Fac-Built Nonmetallic Jacket): N Piping Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Piping Ext Cont(Tank Vault/Rigid Trench Liner): N Tank Material(Steel): Y Tank Material(Frp(Fi berglass-Reinforced Plastic): N Tank Mat(Composite(Steel W/Ext Frp Cladding)): N Tank Mat(Concrete): N Tank Mat(Jacketed(Steel W/Ext Nonmetallic Jck)): N Tank Mat(Coated(Steel W/ExtPolyurethane Cladding)): N Piping Material(Steel): Y Piping Mat(Frp(Fiberglass Reinforced Plastic): N TC6492348.2s Page 54 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AFFORDABLE DETAIL (Continued) 0003413838 Piping Mat(Concrete): N Piping Mat(Jacketed(Steel W/Ext Nonmetallic Jacket)): N Piping Mat(Nonmetallic Flex Piping): N PipingConnect/Valves(Shear/Impact Valves(Under Disp)): N Piping Connect/Valves(Steel Swing-Joints(End Of Piping)): N Piping Connect/Valves(Flex Connectors(Ends Of Piping)): N Tank Corr Prot Meth(TCPM)(Cathodic-Field Installation): N TCPM(ExtDielectricCoat/Laminate/Tape/Wrap): N TCPM(Cathodic Prot-Faclnstallation): N TCPM(Composite Tank(Steel W/Frp Ext Laminate): N TCPMeth(Coated Tank(Steel W/ExtPolyurethaneLaminate): N TCPM(FRP Tank Or Piping(Noncorrodible)): N TCPM(Ext Nonmetallic Jacket): N TCPMeth(Unnecessary Per Corrosion Prot Spec): N Piping Corr Prot Meth(Dielectric Coat/Laminate/Tape/Wrap): N Piping Corr Prot Method(PCPM)(Cathodic Factory Install): N PCPM(Cathodic Prot-Field Install): N PCPMethod(FRP Tank Or Piping(Noncorrodible): N PCPM(Nonmetallic FlexPiping(Noncorrodible)): N PCPMeth(Isolated Open Area/2nd Containment): N PCPM(Dual Protected): N PCPM(Unnec Per Corrosion Prot Specialist): N Tank Corr Prot Compliance Flag: N Piping Corr Prot Compliance Flag: N Tank Corrosion Prot Variance: N Piping Corrosion Prot Variance: N Temp Out Of Service Compliance: N Technical Compliance Flag: N Tank Tested Flag: N Installation Signature Date: 12/20/1990 Compartment Records: TanklD: 2B Tank Capacity: 6000 UST Comprt ID: 77101 UST ID: 125506 Al Number: 48196 Compartment ID: A Substance Storedl: EMPTY Substance Stored2: Not reported Substance Stored3: Not reported CompartmentReleaseDetectionMethod(Vapor): N CRDM(GW Monitoring): N CRDM(Monitoring Of Secondary Cont Barrier): N CRDM(Auto Tank Gauge Test/Inv Control): N CRD M(interstitial Monitoring SecWall/Jacket): N CRDM(Wkly Manual Gauging(Tanks-1000 G): N CRDM(Mthly Tank Gauging(Emer Gen Tanks): N CRDM(Sir(Stat Inv Reconciliation)/Inv Control): N PipingReleaseDetectionMethod(PRDM)(Vapor): N PRD M(Groundwater Monitoring): N PRDM(Monitoring Sec Containment Barrier): N PRDM(InterstitialMonitoring w/in SecWall/Jacket): N PRDM(Mthly Piping Tightness Test)@.2Gph: N PRDM(AnnualPipingTightTest/ElecMon@.1Gph: N PRDM(TriennialTightTest(Suction/GravityPiping): N PRDM AutoLineLeakDet(3.0 Gph PressPiping): N PRDM(Sir(Statlnv Recon)/Inv Control)): N TC6492348.2s Page 55 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AFFORDABLE DETAIL (Continued) 0003413838 PRDM(Exempt System Suction: N Spill Overfill Prevention Equip(SOPE): N SOPE(Spill Cont/Bucket/Sump): N SOPE(DelShut-Off Valve)): N SOPE(FlowRestrictorValue: N SOPE(Alarm(Set@<=90%)W/3a Or 3b: N SOPE(N/A Deliveries To Tank<=25G): N Compartment Release Det Compliance Flag: N Piping Release Detection Compliance Flag): N Spill/OverfillPreventionCompliance Flag: N Compartment Release Detection Variance: N Piping Release Detection Variance: N Spill And Overfill Prevention Variance: N Stage I Vapor Recovery: Not reported Stage 1 Installation Date: Not reported TanklD: 2B Tank Capacity: 6000 UST Comprt ID: 77101 UST ID: 125506 Al Number: 48196 Compartment ID: A Substance Stored1: EMPTY Substance Stored2: Not reported Substance Stored3: Not reported CompartmentReleaseDetectionMethod(Vapor): N CRDM(GW Monitoring): N CRDM(Monitoring Of Secondary Cont Barrier): N CRDM(Auto Tank Gauge Test/Inv Control): N CRD M(interstitial Monitoring SecWall/Jacket): N CRDM(Wkly Manual Gauging(Tanks<=1000 G): N CRDM(Mthly Tank Gauging(Emer Gen Tanks): N CRDM(Sir(Stat Inv Reconciliation)/Inv Control): N PipingReleaseDetectionMethod(PRDM)(Vapor): N PRD M(Groundwater Monitoring): N PRDM(Monitoring Sec Containment Barrier): N PRDM(InterstitialMonitoring w/in SecWall/Jacket): N PRDM(Mthly Piping Tightness Test)@.2Gph: N PRDM(AnnualPipingTightTest/ElecMon@.1Gph: N PRDM(TriennialTightTest(Suction/GravityPiping): N PRDM AutoLineLeakDet(3.0 Gph PressPiping): N PRDM(Sir(Statlnv Recon)/Inv Control)): N PRDM(Exempt System Suction: N Spill Overfill Prevention Equip(SOPE): N SOPE(Spill Cont/Bucket/Sump): N SOPE(DelShut-Off Valve)): N SOPE(FlowRestrictorValue: N SOPE(Alarm(Set@<=90%)W/3a Or 3b: N SOPE(N/A Deliveries To Tank<=25G): N Compartment Release Det Compliance Flag: N Piping Release Detection Compliance Flag): N Spill/OverfillPreventionCompliance Flag: N Compartment Release Detection Variance: N Piping Release Detection Variance: N Spill And Overfill Prevention Variance: N Stage I Vapor Recovery: Not reported Stage 1 Installation Date: Not reported TC6492348.2s Page 56 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AFFORDABLE DETAIL (Continued) 0003413838 More Self Certification: Self Cert ID: 18554 Cert ID: 98432 UST ComprtlD: 290225 UST ID: 108200 Al Number: 48196 Tank ID: 5 Compartment ID: A Self Cert ID: 18554 Cert ID: 98431 UST ComprtlD: 290226 UST ID: 108200 Al Number: 48196 Tank ID: 5 Compartment ID: A Self Cert ID: 18554 Cert ID: 98429 UST ComprtlD: 290230 UST ID: 108200 Al Number: 48196 Tank ID: 5 Compartment ID: A Self Cert ID: 18554 Cert ID: 98427 UST ComprtlD: 290228 UST ID: 108200 Al Number: 48196 Tank ID: 5 Compartment ID: A Self Cert ID: 18554 Cert ID: 98428 UST ComprtlD: 290229 UST ID: 108200 Al Number: 48196 Tank ID: 5 Compartment ID: A Self Cert ID: 18554 Cert ID: 98430 UST ComprtlD: 290227 UST ID: 108200 Al Number: 48196 Tank ID: 5 Compartment ID: A Install Date: 01/01/1969 Tank Registration Date: 04/07/1989 Number of Compartments: 1 Tank Capacity: 6000 Tank Singlewall: N Tank Doublewall: N Pipe Type: Not reported TC6492348.2s Page 57 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AFFORDABLE DETAIL (Continued) 0003413838 UST ID: 125505 Facility ID: 63904 Ai Number: 48196 Tank Id: 113 Tank Status(Current): REMOVED FROM GROUND Tank Status Date: 10/01/1989 Empty: N Tank Regulatory Status: FULLY REGULATED Tank Int Prot(Internal Tank Lining Date): Not reported Piping Design(Single Wall): N Piping Design(Double Wall): N Tank Ext Cont(Fac-Built Nonmetallic Jacket): N Tank Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Tank Ext Cont(Tank Vault/Rigid Trench Liner): N Piping Ext Cont(Fac-Built Nonmetallic Jacket): N Piping Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Piping Ext Cont(Tank Vault/Rigid Trench Liner): N Tank Material(Steel): Y Tank Material(Frp(Fi berglass-Reinforced Plastic): N Tank Mat(Composite(Steel W/Ext Frp Cladding)): N Tank Mat(Concrete): N Tank Mat(Jacketed(Steel W/Ext Nonmetallic Jck)): N Tank Mat(Coated(Steel W/ExtPolyurethane Cladding)): N Piping Material(Steel): Y Piping Mat(Frp(Fiberglass Reinforced Plastic): N Piping Mat(Concrete): N Piping Mat(Jacketed(Steel W/Ext Nonmetallic Jacket)): N Piping Mat(Nonmetallic Flex Piping): N PipingConnect/Valves(Shear/Impact Valves(Under Disp)): N Piping Connect/Valves(Steel Swing-Joints(End Of Piping)): N Piping Connect/Valves(Flex Connectors(Ends Of Piping)): N Tank Corr Prot Meth(TCPM)(Cathodic-Field Installation): N TCPM(ExtDielectricCoat/Laminate/Tape/Wrap): N TCPM(Cathodic Prot-Faclnstallation): N TCPM(Composite Tank(Steel W/Frp Ext Laminate): N TCPMeth(Coated Tank(Steel W/ExtPolyurethaneLaminate): N TCPM(FRP Tank Or Piping(Noncorrodible)): N TCPM(Ext Nonmetallic Jacket): N TCPMeth(Unnecessary Per Corrosion Prot Spec): N Piping Corr Prot Meth(Dielectric Coat/Laminate/Tape/Wrap): N Piping Corr Prot Method(PCPM)(Cathodic Factory Install): N PCPM(Cathodic Prot-Field Install): N PCPMethod(FRP Tank Or Piping(Noncorrodible): N PCPM(Nonmetallic FlexPiping(Noncorrodible)): N PCPMeth(Isolated Open Area/2nd Containment): N PCPM(Dual Protected): N PCPM(Unnec Per Corrosion Prot Specialist): N Tank Corr Prot Compliance Flag: N Piping Corr Prot Compliance Flag: N Tank Corrosion Prot Variance: N Piping Corrosion Prot Variance: N Temp Out Of Service Compliance: N Technical Compliance Flag: N Tank Tested Flag: N Installation Signature Date: 12/20/1990 Compartment Records: Tank ID: 113 TC6492348.2s Page 58 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AFFORDABLE DETAIL (Continued) 0003413838 Tank Capacity: 6000 UST Comprt ID: 77100 UST ID: 125505 Al Number: 48196 Compartment ID: A Substance Stored1: EMPTY Substance Stored2: Not reported Substance Stored3: Not reported CompartmentReleaseDetectionMethod(Vapor): N CRDM(GW Monitoring): N CRDM(Monitoring Of Secondary Cont Barrier): N CRDM(Auto Tank Gauge Test/Inv Control): N CRD M(interstitial Monitoring SecWall/Jacket): N CRDM(Wkly Manual Gauging(Tanks-1000 G): N CRDM(Mthly Tank Gauging(Emer Gen Tanks): N CRDM(Sir(Stat Inv Reconciliation)/Inv Control): N Pi ping ReleaseDetection Method(PRD M)(Vapor): N PRD M(Groundwater Monitoring): N PRDM(Monitoring Sec Containment Barrier): N PRDM(InterstitialMonitoring w/in SecWall/Jacket): N PRDM(Mthly Piping Tightness Test)@.2Gph: N PRDM(AnnualPipingTightTest/ElecMon@.1Gph: N PRDM(TriennialTightTest(Suction/GravityPiping): N PRDM AutoLineLeakDet(3.0 Gph PressPiping): N PRDM(Sir(Statlnv Recon)/Inv Control)): N PRDM(Exempt System Suction: N Spill Overfill Prevention Equip(SOPE): N SOPE(Spill Cont/Bucket/Sump): N SOPE(DelShut-Off Valve)): N SOPE(FlowRestrictorValue: N SOPE(Alarm(Set@-90%)W/3a Or 3b: N SOPE(N/A Deliveries To Tank-25G): N Compartment Release Det Compliance Flag: N Piping Release Detection Compliance Flag): N Spill/OverfillPreventionCompliance Flag: N Compartment Release Detection Variance: N Piping Release Detection Variance: N Spill And Overfill Prevention Variance: N Stage I Vapor Recovery: Not reported Stage 1 Installation Date: Not reported Tank ID: 1B Tank Capacity: 6000 UST Comprt ID: 77100 UST ID: 125505 Al Number: 48196 Compartment ID: A Substance Stored1: EMPTY Substance Stored2: Not reported Substance Stored3: Not reported CompartmentReleaseDetectionMethod(Vapor): N CRDM(GW Monitoring): N CRDM(Monitoring Of Secondary Cont Barrier): N CRDM(Auto Tank Gauge Test/Inv Control): N CRD M(interstitial Monitoring SecWall/Jacket): N CRDM(Wkly Manual Gauging(Tanks-1000 G): N CRDM(Mthly Tank Gauging(Emer Gen Tanks): N TC6492348.2s Page 59 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AFFORDABLE DETAIL (Continued) 0003413838 CRDM(Sir(Stat Inv Reconciliation)/Inv Control): N PipingReleaseDetectionMethod(PRDM)(Vapor): N PRD M(Groundwater Monitoring): N PRDM(Monitoring Sec Containment Barrier): N PRDM(InterstitialMonitoring w/in SecWall/Jacket): N PRDM(Mthly Piping Tightness Test)@.2Gph: N PRDM(AnnualPipingTightTest/ElecMon@.1Gph: N PRDM(TriennialTightTest(Suction/GravityPiping): N PRDM AutoLineLeakDet(3.0 Gph PressPiping): N PRDM(Sir(Statlnv Recon)/Inv Control)): N PRDM(Exempt System Suction: N Spill Overfill Prevention Equip(SOPE): N SOPE(Spill Cont/Bucket/Sump): N SOPE(DelShut-Off Valve)): N SOPE(FlowRestrictorValue: N SOPE(Alarm(Set@<=90%)W/3a Or 3b: N SOPE(N/A Deliveries To Tank<=25G): N Compartment Release Det Compliance Flag: N Piping Release Detection Compliance Flag): N Spill/OverfillPreventionCompliance Flag: N Compartment Release Detection Variance: N Piping Release Detection Variance: N Spill And Overfill Prevention Variance: N Stage I Vapor Recovery: Not reported Stage 1 Installation Date: Not reported More Self Certification: Self Cert ID: 18554 Cert ID: 98432 UST Comprt ID: 290225 UST ID: 108200 Al Number: 48196 Tank ID: 5 Compartment ID: A Self Cert ID: 18554 Cert ID: 98431 UST Comprt ID: 290226 UST ID: 108200 Al Number: 48196 Tank ID: 5 Compartment ID: A Self Cert ID: 18554 Cert ID: 98429 UST Comprt ID: 290230 UST ID: 108200 Al Number: 48196 Tank ID: 5 Compartment ID: A Self Cert ID: 18554 Cert ID: 98427 UST Comprt ID: 290228 UST ID: 108200 Al Number: 48196 Tank ID: 5 TC6492348.2s Page 60 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AFFORDABLE DETAIL (Continued) 0003413838 Compartment ID: A Self Cert ID: 18554 Cert ID: 98428 UST Comprt ID: 290229 UST ID: 108200 Al Number: 48196 Tank ID: 5 Compartment ID: A Self Cert ID: 18554 Cert ID: 98430 UST Comprt ID: 290227 UST ID: 108200 Al Number: 48196 Tank ID: 5 Compartment ID: A Construction Notification: NOC ID: 6954 Facility ID: 63904 Al Number: 48196 Application Received Date: 04/03/2006 Scheduled Construction Date: 04/10/2006 UST Improvement: N UST Installation: N UST Removal: Y UST Repair: N UST Return To Service: N UST Replacement: N UST Abandonment: N UST Stage I: N AST Installation: N AST Stage I: N Historical Tracking Number: M60403002 Waiver Flag: N Late Filing Flag: Y Form Received Date: Not reported Signature Date On Form: Not reported Signature Name On Form: Not reported Signature Company On Form: Not reported Signature Title On Form: Not reported Signature Role: Not reported Owner Name At Time Of Construction: Not reported Owner CN At Time Of Construction: Not reported Owner AR At Time Of Construction: 62307 General Desc Of Prop Construct: Not reported Facility Billing Contacts: Contact Organization Name: LILIENTHAL HAK SUN Contact Mailing Address(Delivery): 2006 MUSSETT ST Contact Mailing Address(Internal Delivery): Not reported Contact Mailing City/State/Zip: CORPUS CHRISTI,TX 78408 4057 Phone Number/Ext: / Contact Fax Number/Ext: / TC6492348.2s Page 61 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AFFORDABLE DETAIL (Continued) 0003413838 Contact Email Address: Not reported Contact Address Deliverable: Y Facility ID: 63904 Additional ID: 959180052002118 PrincID: 988605242004082 Al Number: 48196 Facility Name: AFFORDABLE DETAIL AR Number: Not reported AR UST Number Suffix: Not reported AR AST Number Suffix: Not reported Contact Name/Title: DAMMIE LILENTHAL/ DRYCLEANERS: Name: PEERLESS CLEANERS 19 Address: 2806 SANTA FE ST City,State,Zip: CORPUS CHRISTI,TX 78404 RN Number: RN 102049897 Region: REGION 14-CORPUS CHRISTI CN Number: CN602461378 DCR Number: DCR10883 AR Number: 24001071 Principal Name: JOHNSON-PEERLESS INC Bill Addr1: 3434 S STAPLES ST Bill Addr2: Not reported Bill City/State/Zip: CORPUS CHRISTI,TX 78411 2553 EMail: DOUG@PEERLESSCLEANERS.COM Phone Number: 361 7744141 Site Name: Not reported Site Type: DROP STATION REGISTRATION Site Status: ACTIVE Fiscal Year: FY2015 Solvent: Not reported Gallons: Not reported Part Stat: NO Gross Receipts: >$150,000 Name: PEERLESS CLEANERS 19 Address: 2806 SANTA FE ST City,State,Zip: CORPUS CHRISTI,TX 78404 RN Number: RN102049897 Region: 14 CN Number: CN602461378 DCR Number: Not reported AR Number: 24001071 Principal Name: JOHNSON-PEERLESS INC Bill Addr1: 3434 S STAPLES ST Bill Addr2: Not reported Bill City/State/Zip: CORPUS CHRISTI,TX 78411 2553 EMail: DOUG@PEERLESSCLEANERS.COM Phone Number: 361 7744141 Site Name: PEERLESS CLEANERS 19 Site Type: DROP STATION REGISTRATION Site Status: ACTIVE Fiscal Year: FY2011 Solvent: Not reported Gallons: Not reported TC6492348.2s Page 62 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AFFORDABLE DETAIL (Continued) 0003413838 Part Stat: NO Gross Receipts: $150,000 OR LESS Name: PEERLESS CLEANERS 19 Address: 2806 SANTA FE ST City,State,Zip: CORPUS CHRISTI,TX 78404 RN Number: RN102049897 Region: 14 CN Number: CN602461378 DCR Number: Not reported AR Number: 24001071 Principal Name: JOHNSON-PEERLESS INC Bill Addr1: 3434 S STAPLES ST Bill Addr2: Not reported Bill City/State/Zip: CORPUS CHRISTI,TX 78411 2553 EMail: DOUG@PEERLESSCLEANERS.COM Phone Number: 361 7744141 Site Name: PEERLESS CLEANERS 19 Site Type: DROP STATION REGISTRATION Site Status: ACTIVE Fiscal Year: FY2012 Solvent: Not reported Gallons: Not reported Part Stat: NO Gross Receipts: >$150,000 Name: PEERLESS CLEANERS 19 Address: 2806 SANTA FE ST City,State,Zip: CORPUS CHRISTI,TX 78404 RN Number: RN102049897 Region: 14 CN Number: CN602461378 DCR Number: Not reported AR Number: 24001071 Principal Name: JOHNSON-PEERLESS INC Bill Addr1: 3434 S STAPLES ST Bill Addr2: Not reported Bill City/State/Zip: CORPUS CHRISTI,TX 78411 2553 EMail: DOUG@PEERLESSCLEANERS.COM Phone Number: 361 7744141 Site Name: PEERLESS CLEANERS 19 Site Type: DROP STATION REGISTRATION Site Status: ACTIVE Fiscal Year: FY2013 Solvent: Not reported Gallons: Not reported Part Stat: NO Gross Receipts: >$150,000 Name: PEERLESS CLEANERS 19 Address: 2806 SANTA FE ST City,State,Zip: CORPUS CHRISTI,TX 78404 RN Number: RN102049897 Region: 14 CN Number: CN602461378 DCR Number: Not reported AR Number: 24001071 TC6492348.2s Page 63 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AFFORDABLE DETAIL (Continued) 0003413838 Principal Name: JOHNSON-PEERLESS INC Bill Addr1: 3434 S STAPLES ST Bill Addr2: Not reported Bill City/State/Zip: CORPUS CHRISTI,TX 78411 2553 EMail: DOUG@PEERLESSCLEANERS.COM Phone Number: 361 7744141 Site Name: PEERLESS CLEANERS 19 Site Type: DROP STATION REGISTRATION Site Status: ACTIVE Fiscal Year: FY2014 Solvent: Not reported Gallons: Not reported Part Stat: NO Gross Receipts: >$150,000 Name: PEERLESS CLEANERS 19 Address: 2806 SANTA FE ST City,State,Zip: CORPUS CHRISTI,TX 78404 RN Number: RN102049897 Region: REGION 14-CORPUS CHRISTI CN Number: CN602461378 DCR Number: DCR10883 AR Number: 24001071 Principal Name: JOHNSON PEERLESS INC Bill Addr1: 3434 S STAPLES ST Bill Addr2: Not reported Bill City/State/Zip: CORPUS CHRISTI,TX 78411 2553 EMail: DOUG@PEERLESSCLEANERS.COM Phone Number: 361 7744141 Site Name: Not reported Site Type: DROP STATION REGISTRATION Site Status: ACTIVE Fiscal Year: FY2019 Solvent: Not reported Gallons: Not reported Part Stat: NO Gross Receipts: >$150,000 Name: PEERLESS CLEANERS 19 Address: 2806 SANTA FE ST City,State,Zip: CORPUS CHRISTI,TX 78404 RN Number: RN102049897 Region: REGION 14-CORPUS CHRISTI CN Number: CN602461378 DCR Number: DCR10883 AR Number: 24001071 Principal Name: JOHNSON PEERLESS INC Bill Addr1: 3434 S STAPLES ST Bill Addr2: Not reported Bill City/State/Zip: CORPUS CHRISTI,TX 78411 2553 EMail: ANITA@PEERLESSCLEANERS.COM Phone Number: 361 8544972 Site Name: Not reported Site Type: DROP STATION REGISTRATION Site Status: ACTIVE Fiscal Year: FY2018 Solvent: Not reported TC6492348.2s Page 64 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AFFORDABLE DETAIL (Continued) 0003413838 Gallons: Not reported Part Stat: NO Gross Receipts: >$150,000 Name: PEERLESS CLEANERS 19 Address: 2806 SANTA FE ST City,State,Zip: CORPUS CHRISTI,TX 78404 RN Number: RN102049897 Region: REGION 14-CORPUS CHRISTI CN Number: CN602461378 DCR Number: DCR10883 AR Number: 24001071 Principal Name: JOHNSON PEERLESS INC Bill Addr1: 3434 S STAPLES ST Bill Addr2: Not reported Bill City/State/Zip: CORPUS CHRISTI,TX 78411 2553 EMail: ANITA@PEERLESSCLEANERS.COM Phone Number: 361 8544972 Site Name: Not reported Site Type: DROP STATION REGISTRATION Site Status: ACTIVE Fiscal Year: FY2017 Solvent: Not reported Gallons: Not reported Part Stat: NO Gross Receipts: >$150,000 Name: PEERLESS CLEANERS 19 Address: 2806 SANTA FE ST City,State,Zip: CORPUS CHRISTI,TX 78404 RN Number: RN102049897 Region: REGION 14-CORPUS CHRISTI CN Number: CN602461378 DCR Number: DCR10883 AR Number: 24001071 Principal Name: JOHNSON PEERLESS INC Bill Addr1: 3434 S STAPLES ST Bill Addr2: Not reported Bill City/State/Zip: CORPUS CHRISTI,TX 78411 2553 EMail: DOUG@PEERLESSCLEANERS.COM Phone Number: 361 7744141 Site Name: Not reported Site Type: DROP STATION REGISTRATION Site Status: ACTIVE Fiscal Year: FY2016 Solvent: Not reported Gallons: Not reported Part Stat: NO Gross Receipts: >$150,000 COMP HIST: RN Number: RN102049897 Name: PEERLESS CLEANERS 19 Address: 2806 SANTA FE ST City,State,Zip: TX 78404 Region: REGION 14-CORPUS CHRISTI CN Number: CN601470891 TC6492348.2s Page 65 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AFFORDABLE DETAIL (Continued) 0003413838 CN Name: MAVERICK MARKETS INC CN Rating: 0 Classification: UNCLASSIFIED Date Calculated: 09/01/2020 Date Published to Web: 11/15/2020 Rating: 0 Classification 2: UNCLASSIFIED Date Rated 2: 09/01/2020 Date Published to Web 2: 11/15/2020 NAICS Code: 812320 SIC Code: 6552 Related Number: DCR10883,DCR10883 RN Number: RN102049897 Name: PEERLESS CLEANERS 19 Address: 2806 SANTA FE ST City,State,Zip: TX 78404 Region: REGION 14-CORPUS CHRISTI CN Number: CN602461378 CN Name: JOHNSON PEERLESS INC CN Rating: 0 Classification: UNCLASSIFIED Date Calculated: 09/01/2020 Date Published to Web: 11/15/2020 Rating: 0 Classification 2: UNCLASSIFIED Date Rated 2: 09/01/2020 Date Published to Web 2: 11/15/2020 NAICS Code: 812320 SIC Code: 3053 Related Number: DCR10883,DCR10883 RN Number: RN102049897 Name: PEERLESS CLEANERS 19 Address: 2806 SANTA FE ST City,State,Zip: TX 78404 Region: REGION 14-CORPUS CHRISTI CN Number: CN602593147 CN Name: LI LIENTHAL, HAK SUN CN Rating: 0 Classification: UNCLASSIFIED Date Calculated: 09/01/2020 Date Published to Web: 11/16/2020 Rating: 0 Classification 2: UNCLASSIFIED Date Rated 2: 09/01/2020 Date Published to Web 2: 11/15/2020 NAICS Code: 812320 SIC Code: 1629 Related Number: DCR10883,DCR10883 TC6492348.2s Page 66 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number 8 DUVES QUICK STOP LPST 0001253034 WNW 2002 S STAPLES ST UST N/A 1/4-1/2 CORPUS CHRISTI,TX 78404 Financial Assurance 0.342 mi. GCC 1807 ft. Relative: LPST: Higher Name: GASCO 5 Actual: Address: 2002 S STAPLES ST 34 ft. City,State,Zip: CORPUS CHRISTI,TX Facility ID: Not reported LPST Id: 93208 Facility Location: Not reported TCEQ Region#and City: REGION 14-CORPUS CHRISTI Region City: Not reported Discovered Date: 02/19/2009 Entered Date: 07/05/1989 Reported Date: 06/21/1989 Closure Date: 06/21/1989 Priority: 2.2-FORMER VAPOR IMPACT/NAPL NEAR UTILITY POTENTL VAPOR PTHWY Program: 1 P-PRIVATIZATION CONTRACTOR CA Status: 6A-FINAL CONCURRENCE ISSUED Priority Description: Not reported Status: Not reported Coordinators Primary: Not reported Coordinators RPR: Not reported Responsible Party Name: Not reported Responsible Party Contact: Not reported Responsible Party Address: Not reported Responsible Party City,St,Zip: Not reported Responsible Party Telephone: Not reported Reported Date: 06/21/1989 Case Start Date: 06/21/1989 UST: Name: DUVES QUICK STOP Address: 2002 S STAPLES ST City,State,Zip: CORPUS CHRISTI,TX 784043004 Al Number: 18036 Facility Type: RETAIL Facility Begin Date: 08/31/1987 Facility Status: ACTIVE Additional ID: 17121192002139 Facility Exempt Status: N Records Off-Site: No UST Financial Assurance Required: No Number Of Active UST: 3 Site Location Description: Not reported Site Location(Nearest City Name): Not reported Site Location(County Name): NUECES Site Location(Tceq Region): 14 Site Location(Location Zip): 78404 Contact Name/Title: CHONG DUVE,OWNER Contact Organization Name: DUVES QUICK STOP Contact Mailing Addressl: Not reported Contact Mailing Addressl: Not reported Contact Mailing City/State/Zip: Not reported Contact Telephone: 3618878336 Facility Contact Address Deliverable: Not reported TC6492348.2s Page 67 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number DUVES QUICK STOP (Continued) 0001253034 Contact Fax Number: Not reported Contact Email Address: Not reported Signature Date On Earliest Reg Form: 04/04/1986 Signature Name/Title On Earliest Reg Form: J E DE MONTEL,SALES MGR Application Received Date On Earliest Reg Form: 05/08/1986 Signature Role On Earliest Reg Form: Not reported Signature Company On Earliest Reg Form: Not reported Enforcement Action: Not reported Facility Not Inspectable: No Operator: PrincID: 26121182002139 Additional ID: 17121192002139 Ai Number: 18036 Operator CN: CN601205735 Operator Name: CHONG DUVE Operator Effective Begin Date: 05/21/2000 Operator Type: IN Operator Role: OPRCON Contact Name: CHONG DUVE/OWNER Contact Organization Name: DUVE CHONG Contact Mailing Address(Delivery): 2002 S STAPLES ST Contact Mailing Address(Internal Delivery): Not reported Contact Mailing City/State/Zip: CORPUS CHRISTI TX 78404-3004 Contact Phone Country Code: 1 Contact Phone Area Code: 361 Contact Phone Number: 8878336 Contact Phone Extension: 0 Contact Fax Country Code: Not reported Contact Fax Area Code: Not reported Contact Fax Number: Not reported Contact Fax Extension: Not reported Contact Email Address: Not reported Contact Address Deliverable: Not reported Owner: Owner CN: CN601205735 Owner Last Name: DUVE Owner First Name: CHONG Owner Middle Name: Not reported Owner Type: IN Contact Mailing Address(Delivery): 2002 S STAPLES ST Contact Mailing Address(Internal Delivery): Not reported Contact Mailing City: CORPUS CHRISTI Contact Mailing State: TX Contact Mailing Zip: 78404 Contact Mailing Zip5: 3004 Contact Phone Number/Ext: 1 361 8878336/0 Contact Fax Country Code: Not reported Contact Fax Number/Ext: / Contact Email Address: Not reported Contact Address Deliverable: Not reported PrincID: 26121182002139 Additional ID: 17121192002139 Al Number: 18036 Owner Effective Begin Date: 05/21/2000 State Tax ID: Not reported TC6492348.2s Page 68 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number DUVES QUICK STOP (Continued) 0001253034 Contact Role: OWNCON Contact Name/Title: CHONG DUVE/OWNER Contact Organization Name: DUVE CHONG Self Certification: Self Cert ID: 94982 Cert ID: 157014 Al Number: 18036 Self Certification Date: 06/22/2012 Signature Name/Title: CHONG DUVE OWNER/OPER Signature Type Role: OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 07/31/2013 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 94982 Cert ID: 157013 Al Number: 18036 Self Certification Date: 06/14/2011 Signature Name/Title: CHONG DUVE OWNER Signature Type Role: OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 07/31/2012 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 94982 Cert ID: 157012 Al Number: 18036 Self Certification Date: 06/10/2010 Signature Name/Title: CHONG DUVE OWNER Signature Type Role: OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 07/31/2011 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported TC6492348.2s Page 69 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number DUVES QUICK STOP (Continued) 0001253034 Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 94982 Cert ID: 157011 Al Number: 18036 Self Certification Date: 06/10/2009 Signature Name/Title: CHONG DUVE OWNER Signature Type Role: OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 07/31/2010 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 94982 Cert ID: 157010 Al Number: 18036 Self Certification Date: 06/09/2008 Signature Name/Title: CHONG DUVE OWNER Signature Type Role: OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 07/31/2009 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 94982 Cert ID: 157009 Al Number: 18036 Self Certification Date: 06/11/2007 Signature Name/Title: CHONG DUVE OWNER Signature Type Role: OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 07/31/2008 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported TC6492348.2s Page 70 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number DUVES QUICK STOP (Continued) 0001253034 Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 94982 Cert ID: 157008 Al Number: 18036 Self Certification Date: 05/10/2006 Signature Name/Title: CHONG DUVE OWNER Signature Type Role: OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 07/31/2007 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 94982 Cert ID: 157007 Al Number: 18036 Self Certification Date: 06/03/2005 Signature Name/Title: CHONG DUVE Signature Type Role: OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 07/31/2006 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 94982 Cert ID: 157006 Al Number: 18036 Self Certification Date: 06/07/2004 Signature Name/Title: CHONG O DUVE OWNER Signature Type Role: OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 07/31/2005 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported TC6492348.2s Page 71 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number DUVES QUICK STOP (Continued) 0001253034 Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 94982 Cert ID: 157005 Al Number: 18036 Self Certification Date: 05/30/2003 Signature Name/Title: CHONG DUVE OWNER Signature Type Role: OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 07/31/2004 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 94982 Cert ID: 157004 Al Number: 18036 Self Certification Date: 05/25/2002 Signature Name/Title: CHONG DUVE OWNER Signature Type Role: OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 07/31/2003 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 94982 Cert ID: 157003 Al Number: 18036 Self Certification Date: 05/02/2001 Signature Name/Title: CHONG DUVE Signature Type Role: OWNER Filing Status: INITIAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 07/31/2002 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported TC6492348.2s Page 72 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number DUVES QUICK STOP (Continued) 0001253034 Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Tank: Install Date: 08/31/1987 Tank Registration Date: 05/08/1986 Number of Compartments: 1 Tank Capacity: 10000 Tank Singlewall: Y Tank Doublewall: N Pipe Type: S UST ID: 46636 Facility ID: 94982 Ai Number: 18036 Tank Id: 1 Tank Status(Current): TEMP OUT OF SERVICE Tank Status Date: 09/06/2013 Empty: Y Tank Regulatory Status: FULLY REGULATED Tank Int Prot(Internal Tank Lining Date): Not reported Piping Design(Single Wall): Y Piping Design(Double Wall): N Tank Ext Cont(Fac-Built Nonmetallic Jacket): N Tank Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Tank Ext Cont(Tank Vault/Rigid Trench Liner): Y Piping Ext Cont(Fac-Built Nonmetallic Jacket): N Piping Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Piping Ext Cont(Tank Vault/Rigid Trench Liner): N Tank Material(Steel): Y Tank Material(Frp(Fi berglass-Re inforced Plastic): N Tank Mat(Composite(Steel W/Ext Frp Cladding)): N Tank Mat(Concrete): N Tank Mat(Jacketed(Steel W/Ext Nonmetallic Jck)): N Tank Mat(Coated(Steel W/ExtPolyurethane Cladding)): N Piping Material(Steel): N Piping Mat(Frp(Fiberglass Reinforced Plastic): Y Piping Mat(Concrete): N Piping Mat(Jacketed(Steel W/Ext Nonmetallic Jacket)): N Piping Mat(Nonmetallic Flex Piping): N PipingConnect/Valves(Shear/Impact Valves(Under Disp)): N Piping Connect/Valves(Steel Swing-Joints(End Of Piping)): N Piping Connect/Valves(Flex Connectors(Ends Of Piping)): N Tank Corr Prot Meth(TCPM)(Cathodic-Field Installation): N TCPM(ExtDielectricCoat/Laminate/Ta pe/Wrap): Y TCPM(Cathodic Prot-Faclnstallation): Y TCPM(Composite Tank(Steel W/Frp Ext Laminate): N TCPMeth(Coated Tank(Steel W/ExtPolyurethaneLaminate): N TCPM(FRP Tank Or Piping(Noncorrodible)): N TCPM(Ext Nonmetallic Jacket): N TCPMeth(Unnecessary Per Corrosion Prot Spec): N Piping Corr Prot Meth(Dielectric Coat/Laminate/Tape/Wrap): Y Piping Corr Prot Method(PCPM)(Cathodic Factory Install): Y PCPM(Cathodic Prot-Field Install): N PCPMethod(FRP Tank Or Piping(Noncorrodible): Y PCPM(Nonmetallic FlexPiping(Noncorrodible)): N TC6492348.2s Page 73 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number DUVES QUICK STOP (Continued) 0001253034 PCPMeth(Isolated Open Area/2nd Containment): Y PCPM(Dual Protected): N PCPM(Unnec Per Corrosion Prot Specialist): N Tank Corr Prot Compliance Flag: Y Piping Corr Prot Compliance Flag: Y Tank Corrosion Prot Variance: N Piping Corrosion Prot Variance: N Temp Out Of Service Compliance: Y Technical Compliance Flag: Y Tank Tested Flag: N Installation Signature Date: 03/20/1990 Compartment Records: Tank ID: 1 Tank Capacity: 10000 UST Comprt ID: 156122 UST ID: 46636 Al Number: 18036 Compartment ID: A Substance Stored1: EMPTY Substance Stored2: Not reported Substance Stored3: Not reported CompartmentReleaseDetectionMethod(Vapor): Y CRDM(GW Monitoring): N CRDM(Monitoring Of Secondary Cont Barrier): N CRDM(Auto Tank Gauge Test/Inv Control): N CRD M(interstitial Monitoring SecWall/Jacket): N CRDM(Wkly Manual Gauging(Tanks<=1000 G): N CRDM(Mthly Tank Gauging(Emer Gen Tanks): Y CRDM(Sir(Stat Inv Reconciliation)/Inv Control): N PipingReleaseDetectionMethod(PRDM)(Vapor): N PRD M(Groundwater Monitoring): N PRDM(Monitoring Sec Containment Barrier): N PRDM(InterstitialMonitoring w/in SecWall/Jacket): N PRDM(Mthly Piping Tightness Test)@.2Gph: N PRDM(AnnualPipingTightTest/ElecMon@.1Gph: Y PRDM(TriennialTightTest(Suction/GravityPiping): Y PRDM AutoLineLeakDet(3.0 Gph PressPiping): Y PRDM(Sir(Statlnv Recon)/Inv Control)): N PRDM(Exempt System Suction: N Spill Overfill Prevention Equip(SOPE): Y SOPE(Spill Cont/Bucket/Sump): Y SOPE(DelShut-Off Valve)): Y SOPE(FlowRestrictorValue: Y SOPE(Alarm(Set@<=90%)W/3a Or 3b: N SOPE(N/A Deliveries To Tank<=25G): N Compartment Release Det Compliance Flag: Y Piping Release Detection Compliance Flag): Y Spill/OvertillPreventionCompliance Flag: Y Compartment Release Detection Variance: N Piping Release Detection Variance: N Spill And Overfill Prevention Variance: N Stage I Vapor Recovery: TWO POINT SYSTEM Stage 1 Installation Date: 03/02/1998 Install Date: 08/31/1987 Tank Registration Date: 05/08/1986 TC6492348.2s Page 74 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number DUVES QUICK STOP (Continued) 0001253034 Number of Compartments: 1 Tank Capacity: 10000 Tank Singlewall: Y Tank Doublewall: N Pipe Type: S UST ID: 46638 Facility ID: 94982 Ai Number: 18036 Tank Id: 2 Tank Status(Current): TEMP OUT OF SERVICE Tank Status Date: 09/26/2013 Empty: Y Tank Regulatory Status: FULLY REGULATED Tank Int Prot(Internal Tank Lining Date): Not reported Piping Design(Single Wall): Y Piping Design(Double Wall): N Tank Ext Cont(Fac-Built Nonmetallic Jacket): N Tank Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Tank Ext Cont(Tank Vault/Rigid Trench Liner): Y Piping Ext Cont(Fac-Built Nonmetallic Jacket): N Piping Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Piping Ext Cont(Tank Vault/Rigid Trench Liner): N Tank Material(Steel): Y Tank Material(Frp(Fi berglass-Reinforced Plastic): N Tank Mat(Composite(Steel W/Ext Frp Cladding)): N Tank Mat(Concrete): N Tank Mat(Jacketed(Steel W/Ext Nonmetallic Jck)): N Tank Mat(Coated(Steel W/ExtPolyurethane Cladding)): N Piping Material(Steel): N Piping Mat(Frp(Fiberglass Reinforced Plastic): Y Piping Mat(Concrete): N Piping Mat(Jacketed(Steel W/Ext Nonmetallic Jacket)): N Piping Mat(Nonmetallic Flex Piping): N PipingConnect/Valves(Shear/Impact Valves(Under Disp)): N Piping Connect/Valves(Steel Swing-Joints(End Of Piping)): N Piping Connect/Valves(Flex Connectors(Ends Of Piping)): N Tank Corr Prot Meth(TCPM)(Cathodic-Field Installation): N TCPM(ExtDielectricCoat/Laminate/Tape/Wrap): Y TCPM(Cathodic Prot-Faclnstallation): Y TCPM(Composite Tank(Steel W/Frp Ext Laminate): N TCPMeth(Coated Tank(Steel W/ExtPolyurethaneLaminate): N TCPM(FRP Tank Or Piping(Noncorrodible)): N TCPM(Ext Nonmetallic Jacket): N TCPMeth(Unnecessary Per Corrosion Prot Spec): N Piping Corr Prot Meth(Dielectric Coat/Laminate/Tape/Wrap): Y Piping Corr Prot Method(PCPM)(Cathodic Factory Install): Y PCPM(Cathodic Prot-Field Install): N PCPMethod(FRP Tank Or Piping(Noncorrodible): Y PCPM(Nonmetallic FlexPiping(Noncorrodible)): N PCPMeth(Isolated Open Area/2nd Containment): Y PCPM(Dual Protected): N PCPM(Unnec Per Corrosion Prot Specialist): N Tank Corr Prot Compliance Flag: Y Piping Corr Prot Compliance Flag: Y Tank Corrosion Prot Variance: N Piping Corrosion Prot Variance: N Temp Out Of Service Compliance: Y TC6492348.2s Page 75 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number DUVES QUICK STOP (Continued) 0001253034 Technical Compliance Flag: Y Tank Tested Flag: N Installation Signature Date: 03/20/1990 Compartment Records: Tank ID: 2 Tank Capacity: 10000 UST Comprt ID: 156124 UST ID: 46638 Al Number: 18036 Compartment ID: A Substance Storedl: EMPTY Substance Stored2: Not reported Substance Stored3: Not reported CompartmentReleaseDetectionMethod(Vapor): Y CRDM(GW Monitoring): N CRDM(Monitoring Of Secondary Cont Barrier): N CRDM(Auto Tank Gauge Test/Inv Control): N CRD M(interstitial Monitoring SecWall/Jacket): N CRDM(Wkly Manual Gauging(Tanks-1000 G): N CRDM(Mthly Tank Gauging(Emer Gen Tanks): Y CRDM(Sir(Stat Inv Reconciliation)/Inv Control): N PipingReleaseDetectionMethod(PRDM)(Vapor): N PRD M(Groundwater Monitoring): N PRDM(Monitoring Sec Containment Barrier): N PRDM(InterstitialMonitoring w/in SecWall/Jacket): N PRDM(Mthly Piping Tightness Test)@.2Gph: N PRDM(AnnualPipingTightTest/ElecMon@.1Gph: Y PRDM(TriennialTightTest(Suction/GravityPiping): Y PRDM AutoLineLeakDet(3.0 Gph PressPiping): Y PRDM(Sir(Statlnv Recon)/Inv Control)): N PRDM(Exempt System Suction: N Spill Overfill Prevention Equip(SOPE): Y SOPE(Spill Cont/Bucket/Sump): Y SOPE(DelShut-Off Valve)): Y SOPE(FlowRestrictorValue: Y SOPE(Alarm(Set@-90%)W/3a Or 3b: N SOPE(N/A Deliveries To Tank-25G): N Compartment Release Det Compliance Flag: Y Piping Release Detection Compliance Flag): Y Spill/OverfillPreventionCompliance Flag: Y Compartment Release Detection Variance: N Piping Release Detection Variance: N Spill And Overfill Prevention Variance: N Stage I Vapor Recovery: TWO POINT SYSTEM Stage 1 Installation Date: 03/02/1998 Install Date: 08/31/1987 Tank Registration Date: 05/08/1986 Number of Compartments: 1 Tank Capacity: 10000 Tank Singlewall: Y Tank Doublewall: N Pipe Type: S UST ID: 46637 Facility ID: 94982 Ai Number: 18036 TC6492348.2s Page 76 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number DUVES QUICK STOP (Continued) 0001253034 Tank Id: 3 Tank Status(Current): TEMP OUT OF SERVICE Tank Status Date: 03/21/2000 Empty: Y Tank Regulatory Status: FULLY REGULATED Tank Int Prot(Internal Tank Lining Date): Not reported Piping Design(Single Wall): Y Piping Design(Double Wall): N Tank Ext Cont(Fac-Built Nonmetallic Jacket): N Tank Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Tank Ext Cont(Tank Vault/Rigid Trench Liner): N Piping Ext Cont(Fac-Built Nonmetallic Jacket): N Piping Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Piping Ext Cont(Tank Vault/Rigid Trench Liner): N Tank Material(Steel): Y Tank Material(Frp(Fi berglass-Reinforced Plastic): N Tank Mat(Composite(Steel W/Ext Frp Cladding)): N Tank Mat(Concrete): N Tank Mat(Jacketed(Steel W/Ext Nonmetallic Jck)): N Tank Mat(Coated(Steel W/ExtPolyurethane Cladding)): N Piping Material(Steel): N Piping Mat(Frp(Fiberglass Reinforced Plastic): Y Piping Mat(Concrete): N Piping Mat(Jacketed(Steel W/Ext Nonmetallic Jacket)): N Piping Mat(Nonmetallic Flex Piping): N PipingConnect/Valves(Shear/Impact Valves(Under Disp)): N Piping Connect/Valves(Steel Swing-Joints(End Of Piping)): N Piping Connect/Valves(Flex Connectors(Ends Of Piping)): N Tank Corr Prot Meth(TCPM)(Cathodic-Field Installation): N TCPM(ExtDielectricCoat/Laminate/Tape/Wrap): N TCPM(Cathodic Prot-Faclnstallation): Y TCPM(Composite Tank(Steel W/Frp Ext Laminate): N TCPMeth(Coated Tank(Steel W/ExtPolyurethaneLaminate): N TCPM(FRP Tank Or Piping(Noncorrodible)): N TCPM(Ext Nonmetallic Jacket): N TCPMeth(Unnecessary Per Corrosion Prot Spec): N Piping Corr Prot Meth(Dielectric Coat/Laminate/Tape/Wrap): Y Piping Corr Prot Method(PCPM)(Cathodic Factory Install): Y PCPM(Cathodic Prot-Field Install): N PCPMethod(FRP Tank Or Piping(Noncorrodible): Y PCPM(Nonmetallic FlexPiping(Noncorrodible)): N PCPMeth(Isolated Open Area/2nd Containment): Y PCPM(Dual Protected): N PCPM(Unnec Per Corrosion Prot Specialist): N Tank Corr Prot Compliance Flag: Y Piping Corr Prot Compliance Flag: Y Tank Corrosion Prot Variance: N Piping Corrosion Prot Variance: N Temp Out Of Service Compliance: Y Technical Compliance Flag: Y Tank Tested Flag: N Installation Signature Date: 03/20/1990 Compartment Records: Tank ID: 3 Tank Capacity: Not reported UST Comprt ID: 156123 UST ID: 46637 TC6492348.2s Page 77 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number DUVES QUICK STOP (Continued) 0001253034 Al Number: 18036 Compartment ID: A Substance Stored1: EMPTY Substance Stored2: Not reported Substance Stored3: Not reported CompartmentReleaseDetectionMethod(Vapor): Y CRDM(GW Monitoring): N CRDM(Monitoring Of Secondary Cont Barrier): N CRDM(Auto Tank Gauge Test/Inv Control): N CRD M(interstitial Monitoring SecWall/Jacket): N CRDM(Wkly Manual Gauging(Tanks-1000 G): N CRDM(Mthly Tank Gauging(Emer Gen Tanks): N CRDM(Sir(Stat Inv Reconciliation)/Inv Control): N PipingReleaseDetectionMethod(PRDM)(Vapor): N PRD M(Groundwater Monitoring): N PRDM(Monitoring Sec Containment Barrier): N PRDM(InterstitialMonitoring w/in SecWall/Jacket): N PRDM(Mthly Piping Tightness Test)@.2Gph: N PRDM(AnnualPipingTightTest/ElecMon@.1Gph: Y PRDM(TriennialTightTest(Suction/GravityPiping): Y PRDM AutoLineLeakDet(3.0 Gph PressPiping): Y PRDM(Sir(Statlnv Recon)/Inv Control)): N PRDM(Exempt System Suction: N Spill Overfill Prevention Equip(SOPE): Y SOPE(Spill Cont/Bucket/Sump): Y SOPE(DelShut-Off Valve)): Y SOPE(FlowRestrictorValue: Y SOPE(Alarm(Set@-90%)W/3a Or 3b: N SOPE(N/A Deliveries To Tank-25G): N Compartment Release Det Compliance Flag: Y Piping Release Detection Compliance Flag): Y Spill/Overfill PreventionCompliance Flag: Y Compartment Release Detection Variance: N Piping Release Detection Variance: N Spill And Overfill Prevention Variance: N Stage I Vapor Recovery: TWO POINT SYSTEM Stage 1 Installation Date: Not reported Facility Billing Contacts: Contact Organization Name: DUVE CHONG Contact Mailing Address(Delivery): 2002 S STAPLES ST Contact Mailing Address(Internal Delivery): Not reported Contact Mailing City/State/Zip: CORPUS CHRISTI,TX 78404 3004 Phone Number/Ext: / Contact Fax Number/Ext: / Contact Email Address: Not reported Contact Address Deliverable: Y Facility ID: 94982 Additional ID: 17121192002139 PrincID: 26121182002139 Al Number: 18036 Facility Name: DUVES QUICK STOP AR Number: 57847 AR UST Number Suffix: Not reported AR AST Number Suffix: U Contact Name/Title: CHONG DUVE/ TC6492348.2s Page 78 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number DUVES QUICK STOP (Continued) 0001253034 TX Financial Assurance 2: Name: DUVES QUICK STOP Address: 2002 S STAPLES ST City,State,Zip: CORPUS CHRISTI,TX 78404 Region: 2 Facility ID: 94982 Finass ID: 12161 Al: 18036 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: Not reported Meets Financial Assurance Req Flag: Not reported Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 05/01/2012 Date Financial Assurance Form Rec: Not reported Issuer Name: COLONY INS CO Issuer Phone: 1 800 5776614 Policy Number: PP686887 Coverage Amount: 1,000,000 Coverage Expiration Date: 05/01/2013 Ins Premium Pre-Paid For Entire Yr: No Proof of Financial Assurance: Yes Name: DUVES QUICK STOP Address: 2002 S STAPLES ST City,State,Zip: CORPUS CHRISTI,TX 78404 Region: 2 Facility ID: 94982 Finass ID: 76743 Al: 18036 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: Not reported Meets Financial Assurance Req Flag: Not reported Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 05/01/2011 Date Financial Assurance Form Rec: Not reported Issuer Name: ZURICH AMERICAN INS CO Issuer Phone: 1 800 7131158 Policy Number: USC3583845 11 Coverage Amount: 1000000 Coverage Expiration Date: 05/01/2012 Ins Premium Pre-Paid For Entire Yr: Yes Proof of Financial Assurance: Yes Name: DUVES QUICK STOP Address: 2002 S STAPLES ST City,State,Zip: CORPUS CHRISTI,TX 78404 Region: 2 Facility ID: 94982 Finass ID: 76744 Al: 18036 Mechanism Type Other: Not reported TC6492348.2s Page 79 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number DUVES QUICK STOP (Continued) 0001253034 Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: Not reported Meets Financial Assurance Req Flag: Not reported Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 05/01/2010 Date Financial Assurance Form Rec: Not reported Issuer Name: ZURICH AMERICAN INS CO Issuer Phone: 1 800 7131158 Policy Number: USC3583845 10 Coverage Amount: 1000000 Coverage Expiration Date: 05/01/2011 Ins Premium Pre-Paid For Entire Yr: Yes Proof of Financial Assurance: Yes Name: DUVES QUICK STOP Address: 2002 S STAPLES ST City,State,Zip: CORPUS CHRISTI,TX 78404 Region: 2 Facility ID: 94982 Finass ID: 76745 Al: 18036 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: Not reported Meets Financial Assurance Req Flag: Not reported Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 05/01/2009 Date Financial Assurance Form Rec: Not reported Issuer Name: ZURICH AMERICAN INS CO Issuer Phone: 1 800 7131158 Policy Number: USC3583845 09 Coverage Amount: 1000000 Coverage Expiration Date: 05/01/2010 Ins Premium Pre-Paid For Entire Yr: No Proof of Financial Assurance: Yes Name: DUVES QUICK STOP Address: 2002 S STAPLES ST City,State,Zip: CORPUS CHRISTI,TX 78404 Region: 2 Facility ID: 94982 Finass ID: 76746 Al: 18036 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: Not reported Meets Financial Assurance Req Flag: Not reported Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 05/01/2008 Date Financial Assurance Form Rec: Not reported Issuer Name: ZURICH AMERICAN INS CO TC6492348.2s Page 80 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number DUVES QUICK STOP (Continued) 0001253034 Issuer Phone: 1 800 9873373 Policy Number: USC3583845 08 Coverage Amount: 1000000 Coverage Expiration Date: 05/01/2009 Ins Premium Pre-Paid For Entire Yr: No Proof of Financial Assurance: No Name: DUVES QUICK STOP Address: 2002 S STAPLES ST City,State,Zip: CORPUS CHRISTI,TX 78404 Region: 2 Facility ID: 94982 Finass ID: 76747 Al: 18036 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: Not reported Meets Financial Assurance Req Flag: Not reported Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 01/01/1901 Date Financial Assurance Form Rec: Not reported Issuer Name: Not reported Issuer Phone: Not reported Policy Number: Unknown Coverage Amount: 0 Coverage Expiration Date: 01/01/1901 Ins Premium Pre-Paid For Entire Yr: No Proof of Financial Assurance: No GCC: Name: PRONTO DISTRIBUTING INC Address: 2002 S STAPLES City,State,Zip: CORPUS CHRISTI,TX Division: RMD/PST New Cases: Not reported File Number: 093208 Contamination Description: GASOLINE Date Of Earliest Known Contamination Confirmation: 7/5/1989 Enforcement Status-Level Of Agency Response: 6- Enforcement Status-Site Activity Status: 6-Action Completed Data Quality 1: E,Q Section 5236: Not reported Type: TEXAS COMMISSION ON ENVIRONMENTAL QUALITY Agency: Not reported Section: Not reported Year Deleted: Not reported Location: Not reported Data Quality 2: Not reported TC6492348.2s Page 81 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number 9 JOHNS AUTO CENTER LPST 0001288872 WNW 1923 S STAPLES ST UST N/A 1/4-1/2 CORPUS CHRISTI,TX 78404 0.353 mi. 1866 ft. Relative: LPST: Higher Name: JOHNS AUTO CENTER Actual: Address: 1923 S STAPLES ST 34 ft. City,State,Zip: CORPUS CHRISTI,TX Facility ID: Not reported LPST Id: 94133 Facility Location: Not reported TCEQ Region#and City: REGION 14-CORPUS CHRISTI Region City: Not reported Discovered Date: 12/19/1989 Entered Date: 12/19/1989 Reported Date: 12/01/1989 Closure Date: 11/30/1989 Priority: 4A-SOIL CONTAMINATION ONLY REQUIRES FULL SITE ASSESSMENT RAP Program: 2-REGION CA Status: 6A-FINAL CONCURRENCE ISSUED Priority Description: Not reported Status: Not reported Coordinators Primary: Not reported Coordinators RPR: Not reported Responsible Party Name: Not reported Responsible Party Contact: Not reported Responsible Party Address: Not reported Responsible Party City,St,Zip: Not reported Responsible Party Telephone: Not reported Reported Date: 12/01/1989 Case Start Date: 11/30/1989 UST: Name: JOHNS AUTO CENTER Address: 1923 S STAPLES ST City,State,Zip: CORPUS CHRISTI,TX 784043001 Al Number: 59340 Facility Type: OTHER Facility Begin Date: 08/13/1991 Facility Status: INACTIVE Additional ID: 786633402002087 Facility Exempt Status: N Records Off-Site: No UST Financial Assurance Required: No Number Of Active UST: 0 Site Location Description: Not reported Site Location(Nearest City Name): Not reported Site Location(County Name): NUECES Site Location(Tceq Region): 14 Site Location(Location Zip): 78404 Contact Name/Title: JOHN AVILA, Contact Organization Name: JOHNS AUTO CENTER Contact Mailing Addressl: Not reported Contact Mailing Addressl: Not reported Contact Mailing City/State/Zip: Not reported Contact Telephone: 5128829611 Facility Contact Address Deliverable: Not reported TC6492348.2s Page 82 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number JOHNS AUTO CENTER (Continued) 0001288872 Contact Fax Number: Not reported Contact Email Address: Not reported Signature Date On Earliest Reg Form: 08/11/1991 Signature Name/Title On Earliest Reg Form: JOHN RASCOE,FORMER LAND OWNER Application Received Date On Earliest Reg Form: 08/13/1991 Signature Role On Earliest Reg Form: Not reported Signature Company On Earliest Reg Form: Not reported Enforcement Action: Not reported Facility Not Inspectable: No Owner: Owner CN: CN600984264 Owner Last Name: RASCOE JOHN JR Owner First Name: Not reported Owner Middle Name: Not reported Owner Type: OR Contact Mailing Address(Delivery): Not reported Contact Mailing Address(Internal Delivery): Not reported Contact Mailing City: Not reported Contact Mailing State: Not reported Contact Mailing Zip: Not reported Contact Mailing Zip5: Not reported Contact Phone Number/Ext: / Contact Fax Country Code: Not reported Contact Fax Number/Ext: / Contact Email Address: Not reported Contact Address Deliverable: Not reported PrincID: 776633402002087 Additional ID: 786633402002087 Al Number: 59340 Owner Effective Begin Date: 08/13/1991 State Tax ID: Not reported Contact Role: Not reported Contact Name/Title: / Contact Organization Name: Not reported Tank: Install Date: 08/31/1987 Tank Registration Date: 08/13/1991 Number of Compartments: 1 Tank Capacity: 8000 Tank Singlewall: N Tank Doublewall: N Pipe Type: Not reported UST ID: 140345 Facility ID: 89772 Ai Number: 59340 Tank Id: 1 Tank Status(Current): PERM FILLED IN PLACE Tank Status Date: 12/15/1989 Empty: N Tank Regulatory Status: FULLY REGULATED Tank Int Prot(Internal Tank Lining Date): Not reported Piping Design(Single Wall): N Piping Design(Double Wall): N Tank Ext Cont(Fac-Built Nonmetallic Jacket): N Tank Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N TC6492348.2s Page 83 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number JOHNS AUTO CENTER (Continued) 0001288872 Tank Ext Cont(Tank Vault/Rigid Trench Liner): N Piping Ext Cont(Fac-Built Nonmetallic Jacket): N Piping Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Piping Ext Cont(Tank Vault/Rigid Trench Liner): N Tank Material(Steel): N Tank Material(Frp(Fi berglass-Reinforced Plastic): N Tank Mat(Composite(Steel W/Ext Frp Cladding)): N Tank Mat(Concrete): N Tank Mat(Jacketed(Steel W/Ext Nonmetallic Jck)): N Tank Mat(Coated(Steel W/ExtPolyurethane Cladding)): N Piping Material(Steel): N Piping Mat(Frp(Fiberglass Reinforced Plastic): N Piping Mat(Concrete): N Piping Mat(Jacketed(Steel W/Ext Nonmetallic Jacket)): N Piping Mat(Nonmetallic Flex Piping): N PipingConnect/Valves(Shear/Impact Valves(Under Disp)): N Piping Connect/Valves(Steel Swing-Joints(End Of Piping)): N Piping Connect/Valves(Flex Connectors(Ends Of Piping)): N Tank Corr Prot Meth(TCPM)(Cathodic-Field Installation): N TCPM(ExtDielectricCoat/Laminate/Ta pe/Wrap): N TCPM(Cathodic Prot-Faclnstallation): N TCPM(Composite Tank(Steel W/Frp Ext Laminate): N TCPMeth(Coated Tank(Steel W/ExtPolyurethaneLaminate): N TCPM(FRP Tank Or Piping(Noncorrodible)): N TCPM(Ext Nonmetallic Jacket): N TCPMeth(Unnecessary Per Corrosion Prot Spec): N Piping Corr Prot Meth(Dielectric Coat/Laminate/Tape/Wrap): N Piping Corr Prot Method(PCPM)(Cathodic Factory Install): N PCPM(Cathodic Prot-Field Install): N PCPMethod(FRP Tank Or Piping(Noncorrodible): N PCPM(Nonmetallic FlexPiping(Noncorrodible)): N PCPMeth(Isolated Open Area/2nd Containment): N PCPM(Dual Protected): N PCPM(Unnec Per Corrosion Prot Specialist): N Tank Corr Prot Compliance Flag: N Piping Corr Prot Compliance Flag: N Tank Corrosion Prot Variance: N Piping Corrosion Prot Variance: N Temp Out Of Service Compliance: N Technical Compliance Flag: N Tank Tested Flag: Y Installation Signature Date: 06/10/1991 Compartment Records: Tank ID: 1 Tank Capacity: Not reported UST Comprt ID: 145568 UST ID: 140345 Al Number: 59340 Compartment ID: A Substance Storedl: UNKNOWN Substance Stored2: Not reported Substance Stored3: Not reported CompartmentReleaseDetectionMethod(Vapor): N CRDM(GW Monitoring): N CRDM(Monitoring Of Secondary Cont Barrier): N CRDM(Auto Tank Gauge Test/Inv Control): N CRD M(interstitial Monitoring SecWall/Jacket): N TC6492348.2s Page 84 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number JOHNS AUTO CENTER (Continued) 0001288872 CRDM(Wkly Manual Gauging(Tanks<=1000 G): N CRDM(Mthly Tank Gauging(Emer Gen Tanks): N CRDM(Sir(Stat Inv Reconciliation)/Inv Control): N PipingReleaseDetectionMethod(PRDM)(Vapor): N PRD M(Groundwater Monitoring): N PRDM(Monitoring Sec Containment Barrier): N PRDM(InterstitialMonitoring w/in SecWall/Jacket): N PRDM(Mthly Piping Tightness Test)@.2Gph: N PRDM(AnnualPipingTightTest/ElecMon@.1Gph: N PRDM(TriennialTightTest(Suction/GravityPiping): N PRDM AutoLineLeakDet(3.0 Gph PressPiping): N PRDM(Sir(Statlnv Recon)/Inv Control)): N PRDM(Exempt System Suction: N Spill Overfill Prevention Equip(SOPE): N SOPE(Spill Cont/Bucket/Sump): N SOPE(DelShut-Off Valve)): N SOPE(FlowRestrictorValue: N SOPE(Alarm(Set@<=90%)W/3a Or 3b: N SOPE(N/A Deliveries To Tank<=25G): N Compartment Release Det Compliance Flag: N Piping Release Detection Compliance Flag): N Spill/OverfillPreventionCompliance Flag: N Compartment Release Detection Variance: N Piping Release Detection Variance: N Spill And Overfill Prevention Variance: N Stage I Vapor Recovery: Not reported Stage 1 Installation Date: Not reported More Self Certification: Self Cert ID: 23124 Cert ID: 125573 UST Comprt ID: 364957 UST ID: 121415 Al Number: 59340 Tank ID: 1 Compartment ID: A Self Cert ID: 23124 Cert ID: 125569 UST Comprt ID: 364961 UST ID: 121415 Al Number: 59340 Tank ID: 1 Compartment ID: A Self Cert ID: 23124 Cert ID: 125571 UST Comprt ID: 364959 UST ID: 121415 Al Number: 59340 Tank ID: 1 Compartment ID: A Self Cert ID: 23124 Cert ID: 125564 UST Comprt ID: 364964 UST ID: 121415 TC6492348.2s Page 85 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number JOHNS AUTO CENTER (Continued) 0001288872 Al Number: 59340 Tank ID: 1 Compartment ID: A Self Cert ID: 23124 Cert ID: 225225 UST Comprt ID: 646140 UST ID: 121415 Al Number: 59340 Tank ID: 1 Compartment ID: A Self Cert ID: 23124 Cert ID: 125570 UST Comprt ID: 364960 UST ID: 121415 Al Number: 59340 Tank ID: 1 Compartment ID: A Self Cert ID: 23124 Cert ID: 125566 UST Comprt ID: 364966 UST ID: 121415 Al Number: 59340 Tank ID: 1 Compartment ID: A Self Cert ID: 23124 Cert ID: 243787 UST Comprt ID: 700523 UST ID: 121415 Al Number: 59340 Tank ID: 1 Compartment ID: A Self Cert ID: 23124 Cert ID: 310674 UST Comprt ID: 898835 UST ID: 121415 Al Number: 59340 Tank ID: 1 Compartment ID: A Self Cert ID: 23124 Cert ID: 293188 UST Comprt ID: 846820 UST ID: 121415 Al Number: 59340 Tank ID: 1 Compartment ID: A Self Cert ID: 23124 Cert ID: 125565 UST Comprt ID: 364965 UST ID: 121415 Al Number: 59340 TC6492348.2s Page 86 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number JOHNS AUTO CENTER (Continued) 0001288872 Tank ID: 1 Compartment ID: A Self Cert ID: 23124 Cert ID: 125567 UST Comprt ID: 364963 UST ID: 121415 Al Number: 59340 Tank ID: 1 Compartment ID: A Self Cert ID: 23124 Cert ID: 275509 UST Comprt ID: 794230 UST ID: 121415 Al Number: 59340 Tank ID: 1 Compartment ID: A Self Cert ID: 23124 Cert ID: 343427 UST Comprt ID: 997646 UST ID: 121415 Al Number: 59340 Tank ID: 1 Compartment ID: A Self Cert ID: 23124 Cert ID: 125568 UST Comprt ID: 364962 UST ID: 121415 Al Number: 59340 Tank ID: 1 Compartment ID: A Self Cert ID: 23124 Cert ID: 326060 UST Comprt ID: 945099 UST ID: 121415 Al Number: 59340 Tank ID: 1 Compartment ID: A Self Cert ID: 23124 Cert ID: 257868 UST Comprt ID: 741885 UST ID: 121415 Al Number: 59340 Tank ID: 1 Compartment ID: A Self Cert ID: 23124 Cert ID: 125572 UST Comprt ID: 364958 UST ID: 121415 Al Number: 59340 Tank ID: 1 TC6492348.2s Page 87 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number JOHNS AUTO CENTER (Continued) 0001288872 Compartment ID: A Install Date: 08/31/1987 Tank Registration Date: 08/13/1991 Number of Compartments: 1 Tank Capacity: 6000 Tank Singlewall: N Tank Doublewall: N Pipe Type: Not reported UST ID: 140346 Facility ID: 89772 Ai Number: 59340 Tank Id: 2 Tank Status(Current): PERM FILLED IN PLACE Tank Status Date: 12/15/1989 Empty: N Tank Regulatory Status: FULLY REGULATED Tank Int Prot(Internal Tank Lining Date): Not reported Piping Design(Single Wall): N Piping Design(Double Wall): N Tank Ext Cont(Fac-Built Nonmetallic Jacket): N Tank Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Tank Ext Cont(Tank Vault/Rigid Trench Liner): N Piping Ext Cont(Fac-Built Nonmetallic Jacket): N Piping Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Piping Ext Cont(Tank Vault/Rigid Trench Liner): N Tank Material(Steel): N Tank Material(Frp(Fi berglass-Reinforced Plastic): N Tank Mat(Composite(Steel W/Ext Frp Cladding)): N Tank Mat(Concrete): N Tank Mat(Jacketed(Steel W/Ext Nonmetallic Jck)): N Tank Mat(Coated(Steel W/ExtPolyurethane Cladding)): N Piping Material(Steel): N Piping Mat(Frp(Fiberglass Reinforced Plastic): N Piping Mat(Concrete): N Piping Mat(Jacketed(Steel W/Ext Nonmetallic Jacket)): N Piping Mat(Nonmetallic Flex Piping): N PipingConnect/Valves(Shear/Impact Valves(Under Disp)): N Piping Connect/Valves(Steel Swing-Joints(End Of Piping)): N Piping Connect/Valves(Flex Connectors(Ends Of Piping)): N Tank Corr Prot Meth(TCPM)(Cathodic-Field Installation): N TCPM(ExtDielectricCoat/Laminate/Tape/Wrap): N TCPM(Cathodic Prot-Faclnstallation): N TCPM(Composite Tank(Steel W/Frp Ext Laminate): N TCPMeth(Coated Tank(Steel W/ExtPolyurethaneLaminate): N TCPM(FRP Tank Or Piping(Noncorrodible)): N TCPM(Ext Nonmetallic Jacket): N TCPMeth(Unnecessary Per Corrosion Prot Spec): N Piping Corr Prot Meth(Dielectric Coat/Laminate/Tape/Wrap): N Piping Corr Prot Method(PCPM)(Cathodic Factory Install): N PCPM(Cathodic Prot-Field Install): N PCPMethod(FRP Tank Or Piping(Noncorrodible): N PCPM(Nonmetallic FlexPiping(Noncorrodible)): N PCPMeth(Isolated Open Area/2nd Containment): N PCPM(Dual Protected): N PCPM(Unnec Per Corrosion Prot Specialist): N TC6492348.2s Page 88 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number JOHNS AUTO CENTER (Continued) 0001288872 Tank Corr Prot Compliance Flag: N Piping Corr Prot Compliance Flag: N Tank Corrosion Prot Variance: N Piping Corrosion Prot Variance: N Temp Out Of Service Compliance: N Technical Compliance Flag: N Tank Tested Flag: Y Installation Signature Date: 06/10/1991 Compartment Records: Tank ID: 2 Tank Capacity: Not reported UST Comprt ID: 145569 UST ID: 140346 Al Number: 59340 Compartment ID: A Substance Storedl: UNKNOWN Substance Stored2: Not reported Substance Stored3: Not reported CompartmentReleaseDetectionMethod(Vapor): N CRDM(GW Monitoring): N CRDM(Monitoring Of Secondary Cont Barrier): N CRDM(Auto Tank Gauge Test/Inv Control): N CRD M(interstitial Monitoring SecWall/Jacket): N CRDM(Wkly Manual Gauging(Tanks<=1000 G): N CRDM(Mthly Tank Gauging(Emer Gen Tanks): N CRDM(Sir(Stat Inv Reconciliation)/Inv Control): N PipingReleaseDetectionMethod(PRDM)(Vapor): N PRD M(Groundwater Monitoring): N PRDM(Monitoring Sec Containment Barrier): N PRDM(InterstitialMonitoring w/in SecWall/Jacket): N PRDM(Mthly Piping Tightness Test)@.2Gph: N PRDM(AnnualPipingTightTest/ElecMon@.1Gph: N PRDM(TriennialTightTest(Suction/GravityPiping): N PRDM AutoLineLeakDet(3.0 Gph PressPiping): N PRDM(Sir(Statlnv Recon)/Inv Control)): N PRDM(Exempt System Suction: N Spill Overfill Prevention Equip(SOPE): N SOPE(Spill Cont/Bucket/Sump): N SOPE(DelShut-Off Valve)): N SOPE(FlowRestrictorValue: N SOPE(Alarm(Set@<=90%)W/3a Or 3b: N SOPE(N/A Deliveries To Tank<=25G): N Compartment Release Det Compliance Flag: N Piping Release Detection Compliance Flag): N Spill/OverfillPreventionCompliance Flag: N Compartment Release Detection Variance: N Piping Release Detection Variance: N Spill And Overfill Prevention Variance: N Stage I Vapor Recovery: Not reported Stage 1 Installation Date: Not reported More Self Certification: Self Cert ID: 23124 Cert ID: 125573 UST Comprt ID: 364957 UST ID: 121415 TC6492348.2s Page 89 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number JOHNS AUTO CENTER (Continued) 0001288872 Al Number: 59340 Tank ID: 1 Compartment ID: A Self Cert ID: 23124 Cert ID: 125569 UST Comprt ID: 364961 UST ID: 121415 Al Number: 59340 Tank ID: 1 Compartment ID: A Self Cert ID: 23124 Cert ID: 125571 UST Comprt ID: 364959 UST ID: 121415 Al Number: 59340 Tank ID: 1 Compartment ID: A Self Cert ID: 23124 Cert ID: 125564 UST Comprt ID: 364964 UST ID: 121415 Al Number: 59340 Tank ID: 1 Compartment ID: A Self Cert ID: 23124 Cert ID: 225225 UST Comprt ID: 646140 UST ID: 121415 Al Number: 59340 Tank ID: 1 Compartment ID: A Self Cert ID: 23124 Cert ID: 125570 UST Comprt ID: 364960 UST ID: 121415 Al Number: 59340 Tank ID: 1 Compartment ID: A Self Cert ID: 23124 Cert ID: 125566 UST Comprt ID: 364966 UST ID: 121415 Al Number: 59340 Tank ID: 1 Compartment ID: A Self Cert ID: 23124 Cert ID: 243787 UST Comprt ID: 700523 UST ID: 121415 Al Number: 59340 TC6492348.2s Page 90 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number JOHNS AUTO CENTER (Continued) 0001288872 Tank ID: 1 Compartment ID: A Self Cert ID: 23124 Cert ID: 310674 UST Comprt ID: 898835 UST ID: 121415 Al Number: 59340 Tank ID: 1 Compartment ID: A Self Cert ID: 23124 Cert ID: 293188 UST Comprt ID: 846820 UST ID: 121415 Al Number: 59340 Tank ID: 1 Compartment ID: A Self Cert ID: 23124 Cert ID: 125565 UST Comprt ID: 364965 UST ID: 121415 Al Number: 59340 Tank ID: 1 Compartment ID: A Self Cert ID: 23124 Cert ID: 125567 UST Comprt ID: 364963 UST ID: 121415 Al Number: 59340 Tank ID: 1 Compartment ID: A Self Cert ID: 23124 Cert ID: 275509 UST Comprt ID: 794230 UST ID: 121415 Al Number: 59340 Tank ID: 1 Compartment ID: A Self Cert ID: 23124 Cert ID: 343427 UST ComprtID: 997646 UST ID: 121415 Al Number: 59340 Tank ID: 1 Compartment ID: A Self Cert ID: 23124 Cert ID: 125568 UST Comprt ID: 364962 UST ID: 121415 Al Number: 59340 Tank ID: 1 TC6492348.2s Page 91 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number JOHNS AUTO CENTER (Continued) 0001288872 Compartment ID: A Self Cert ID: 23124 Cert ID: 326060 UST Comprt ID: 945099 UST ID: 121415 Al Number: 59340 Tank ID: 1 Compartment ID: A Self Cert ID: 23124 Cert ID: 257868 UST Comprt ID: 741885 UST ID: 121415 Al Number: 59340 Tank ID: 1 Compartment ID: A Self Cert ID: 23124 Cert ID: 125572 UST Comprt ID: 364958 UST ID: 121415 Al Number: 59340 Tank ID: 1 Compartment ID: A Facility Billing Contacts: Contact Organization Name: RASCOE JOHN JR Contact Mailing Address(Delivery): 410 CAPE LOOKOUT DR Contact Mailing Address(Internal Delivery): Not reported Contact Mailing City/State/Zip: CORPUS CHRISTI,TX 78412 2636 Phone Number/Ext: / Contact Fax Number/Ext: / Contact Email Address: Not reported Contact Address Deliverable: Y Facility ID: 89772 Additional ID: 786633402002087 PrincID: 776633402002087 Al Number: 59340 Facility Name: JOHNS AUTO CENTER AR Number: Not reported AR UST Number Suffix: Not reported AR AST Number Suffix: Not reported Contact Name/Title: JOHN RASCOE JR/ 10 USED CAR LOT LPST 0001280581 NW 1747 S STAPLES ST UST N/A 1/4-1/2 CORPUS CHRISTI,TX 78404 0.375 mi. 1981 ft. Relative: LPST: Higher Name: CHOSEN STATION Actual: Address: 1747 S STAPLES ST 34 ft. City,State,Zip: CORPUS CHRISTI,TX 78410 TC6492348.2s Page 92 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number USED CAR LOT (Continued) 0001280581 Facility ID: 0049801 LPST Id: 108997 Facility Location: 1747 S STAPLES TCEQ Region#and City: REGION 14-CORPUS CHRISTI Region City: CORPUS CHRISTI Discovered Date: 01/06/1995 Entered Date: 01/20/1995 Reported Date: 11/17/1994 Closure Date: 12/31/3000 Priority: 4.2-NO GW IMPACT NO APPARENT THREATS OR IMPACTS TO RECEPTORS Program: 2-REGION CA Status: 6A-FINAL CONCURRENCE ISSUED Priority Description: The vertical extent of contamination has been defined and the assessment results document that groundwater is not affected. Status: FINAL CONCURRENCE ISSUED,CASE CLOSED Coordinators Primary: 2 Coordinators RPR: RPR Responsible Party Name: Not reported Responsible Party Contact: HELEN BRYON Responsible Party Address: 2753 SILVERSPUR Responsible Party City,St,Zip: CORPUS CHRISTI,TX Responsible Party Telephone: /- Reported Date: 11/17/1994 Case Start Date: 12/31/3000 UST: Name: USED CAR LOT Address: 1747 S STAPLES ST City,State,Zip: CORPUS CHRISTI,TX 784043047 Al Number: 49801 Facility Type: RETAIL Facility Begin Date: 01/15/1990 Facility Status: INACTIVE Additional ID: 724353802002087 Facility Exempt Status: N Records Off-Site: No UST Financial Assurance Required: No Number Of Active UST: 0 Site Location Description: Not reported Site Location(Nearest City Name): Not reported Site Location(County Name): NUECES Site Location(Tceq Region): 14 Site Location(Location Zip): 78404 Contact Name/Title: JAMES R KILGORE,MGMENT AGENT Contact Organization Name: USED CAR LOT Contact Mailing Address1: Not reported Contact Mailing Address2: Not reported Contact Mailing City/State/Zip: Not reported Contact Telephone: 5128543712 Facility Contact Address Deliverable: Not reported Contact Fax Number: Not reported Contact Email Address: Not reported Signature Date On Earliest Reg Form: 12/20/1989 Signature Name/Title On Earliest Reg Form: MARY BORGES KILGORE,OWNER Application Received Date On Earliest Reg Form: 12/21/1989 Signature Role On Earliest Reg Form: Not reported Signature Company On Earliest Reg Form: Not reported TC6492348.2s Page 93 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number USED CAR LOT (Continued) 0001280581 Enforcement Action: Not reported Facility Not Inspectable: No Owner: Owner CN: CN600969802 Owner Last Name: KILGORE MARY BORGES Owner First Name: Not reported Owner Middle Name: Not reported Owner Type: OR Contact Mailing Address(Delivery): Not reported Contact Mailing Address(Internal Delivery): Not reported Contact Mailing City: Not reported Contact Mailing State: Not reported Contact Mailing Zip: Not reported Contact Mailing Zips: Not reported Contact Phone Number/Ext: / Contact Fax Country Code: Not reported Contact Fax Number/Ext: / Contact Email Address: Not reported Contact Address Deliverable: Not reported PrincID: 734353802002087 Additional ID: 724353802002087 Al Number: 49801 Owner Effective Begin Date: 01/15/1990 State Tax ID: Not reported Contact Role: Not reported Contact Name/Title: / Contact Organization Name: Not reported Tank: Install Date: 01/01/1955 Tank Registration Date: 12/21/1989 Number of Compartments: 1 Tank Capacity: Not reported Tank Singlewall: N Tank Doublewall: N Pipe Type: Not reported UST ID: 129157 Facility ID: 81502 Ai Number: 49801 Tank Id: 1 Tank Status(Current): PERM FILLED IN PLACE Tank Status Date: 02/02/1968 Empty: N Tank Regulatory Status: FULLY REGULATED Tank Int Prot(Internal Tank Lining Date): Not reported Piping Design(Single Wall): N Piping Design(Double Wall): N Tank Ext Cont(Fac-Built Nonmetallic Jacket): N Tank Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Tank Ext Cont(Tank Vault/Rigid Trench Liner): N Piping Ext Cont(Fac-Built Nonmetallic Jacket): N Piping Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Piping Ext Cont(Tank Vault/Rigid Trench Liner): N Tank Material(Steel): N Tank Material(Frp(Fi berglass-Reinforced Plastic): N Tank Mat(Composite(Steel W/Ext Frp Cladding)): N TC6492348.2s Page 94 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number USED CAR LOT (Continued) 0001280581 Tank Mat(Concrete): N Tank Mat(Jacketed(Steel W/Ext Nonmetallic Jck)): N Tank Mat(Coated(Steel W/ExtPolyurethane Cladding)): N Piping Material(Steel): N Piping Mat(Frp(Fiberglass Reinforced Plastic): N Piping Mat(Concrete): N Piping Mat(Jacketed(Steel W/Ext Nonmetallic Jacket)): N Piping Mat(Nonmetallic Flex Piping): N PipingConnect/Valves(Shear/Impact Valves(Under Disp)): N Piping Connect/Valves(Steel Swing-Joints(End Of Piping)): N Piping Connect/Valves(Flex Connectors(Ends Of Piping)): N Tank Corr Prot Meth(TCPM)(Cathodic-Field Installation): N TCPM(ExtDielectricCoat/Laminate/Tape/Wrap): N TCPM(Cathodic Prot-Faclnstallation): N TCPM(Composite Tank(Steel W/Frp Ext Laminate): N TCPMeth(Coated Tank(Steel W/ExtPolyurethaneLaminate): N TCPM(FRP Tank Or Piping(Noncorrodible)): N TCPM(Ext Nonmetallic Jacket): N TCPMeth(Unnecessary Per Corrosion Prot Spec): N Piping Corr Prot Meth(Dielectric Coat/Laminate/Tape/Wrap): N Piping Corr Prot Method(PCPM)(Cathodic Factory Install): N PCPM(Cathodic Prot-Field Install): N PCPMethod(FRP Tank Or Piping(Noncorrodible): N PCPM(Nonmetallic FlexPiping(Noncorrodible)): N PCPMeth(Isolated Open Area/2nd Containment): N PCPM(Dual Protected): N PCPM(Unnec Per Corrosion Prot Specialist): N Tank Corr Prot Compliance Flag: N Piping Corr Prot Compliance Flag: N Tank Corrosion Prot Variance: N Piping Corrosion Prot Variance: N Temp Out Of Service Compliance: N Technical Compliance Flag: N Tank Tested Flag: N Installation Signature Date: 10/21/1989 Compartment Records: Tank ID: 1 Tank Capacity: Not reported UST Comprt ID: 128134 UST ID: 129157 Al Number: 49801 Compartment ID: A Substance Storedl: UNKNOWN Substance Stored2: Not reported Substance Stored3: Not reported CompartmentReleaseDetectionMethod(Vapor): N CRDM(GW Monitoring): N CRDM(Monitoring Of Secondary Cont Barrier): N CRDM(Auto Tank Gauge Test/Inv Control): N CRD M(interstitial Monitoring SecWall/Jacket): N CRDM(Wkly Manual Gauging(Tanks-1000 G): N CRDM(Mthly Tank Gauging(Emer Gen Tanks): N CRDM(Sir(Stat Inv Reconciliation)/Inv Control): N PipingReleaseDetectionMethod(PRDM)(Vapor): N PRD M(Groundwater Monitoring): N PRDM(Monitoring Sec Containment Barrier): N PRDM(InterstitialMonitoring w/in SecWall/Jacket): N TC6492348.2s Page 95 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number USED CAR LOT (Continued) 0001280581 PRDM(Mthly Piping Tightness Test)@.2Gph: N PRDM(AnnualPipingTightTest/ElecMon@.1Gph: N PRDM(TriennialTightTest(Suction/GravityPiping): N PRDM AutoLineLeakDet(3.0 Gph PressPiping): N PRDM(Sir(Statlnv Recon)/Inv Control)): N PRDM(Exempt System Suction: N Spill Overfill Prevention Equip(SOPE): N SOPE(Spill Cont/Bucket/Sump): N SOPE(DelShut-Off Valve)): N SOPE(FlowRestrictorValue: N SOPE(Alarm(Set@<=90%)W/3a Or 3b: N SOPE(N/A Deliveries To Tank<=25G): N Compartment Release Det Compliance Flag: N Piping Release Detection Compliance Flag): N Spill/OverfillPreventionCompliance Flag: N Compartment Release Detection Variance: N Piping Release Detection Variance: N Spill And Overfill Prevention Variance: N Stage I Vapor Recovery: Not reported Stage 1 Installation Date: Not reported More Self Certification: Self Cert ID: 19132 Cert ID: 112691 UST Comprt ID: 329836 UST ID: 112280 Al Number: 49801 Tank ID: 1 Compartment ID: A Self Cert ID: 19132 Cert ID: 112690 UST Comprt ID: 329837 UST ID: 112280 Al Number: 49801 Tank ID: 1 Compartment ID: A Self Cert ID: 19132 Cert ID: 112444 UST Comprt ID: 329838 UST ID: 112280 Al Number: 49801 Tank ID: 1 Compartment ID: A Self Cert ID: 19132 Cert ID: 112692 UST Comprt ID: 329835 UST ID: 112280 Al Number: 49801 Tank ID: 1 Compartment ID: A Self Cert ID: 19132 Cert ID: 112689 UST Comprt ID: 329840 TC6492348.2s Page 96 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number USED CAR LOT (Continued) 0001280581 UST ID: 112280 Al Number: 49801 Tank ID: 1 Compartment ID: A Self Cert ID: 19132 Cert ID: 112694 UST Comprt ID: 329833 UST ID: 112280 Al Number: 49801 Tank ID: 1 Compartment ID: A Self Cert ID: 19132 Cert ID: 112693 UST Comprt ID: 329834 UST ID: 112280 Al Number: 49801 Tank ID: 1 Compartment ID: A Self Cert ID: 19132 Cert ID: 112688 UST Comprt ID: 329839 UST ID: 112280 Al Number: 49801 Tank ID: 1 Compartment ID: A Install Date: 01/01/1955 Tank Registration Date: 12/21/1989 Number of Compartments: 1 Tank Capacity: Not reported Tank Singlewall: N Tank Doublewall: N Pipe Type: Not reported UST ID: 129158 Facility ID: 81502 Ai Number: 49801 Tank Id: 2 Tank Status(Current): PERM FILLED IN PLACE Tank Status Date: 02/02/1968 Empty: N Tank Regulatory Status: FULLY REGULATED Tank Int Prot(Internal Tank Lining Date): Not reported Piping Design(Single Wall): N Piping Design(Double Wall): N Tank Ext Cont(Fac-Built Nonmetallic Jacket): N Tank Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Tank Ext Cont(Tank Vault/Rigid Trench Liner): N Piping Ext Cont(Fac-Built Nonmetallic Jacket): N Piping Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Piping Ext Cont(Tank Vault/Rigid Trench Liner): N Tank Material(Steel): N Tank Material(Frp(Fi berglass-Reinforced Plastic): N Tank Mat(Composite(Steel W/Ext Frp Cladding)): N TC6492348.2s Page 97 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number USED CAR LOT (Continued) 0001280581 Tank Mat(Concrete): N Tank Mat(Jacketed(Steel W/Ext Nonmetallic Jck)): N Tank Mat(Coated(Steel W/ExtPolyurethane Cladding)): N Piping Material(Steel): N Piping Mat(Frp(Fiberglass Reinforced Plastic): N Piping Mat(Concrete): N Piping Mat(Jacketed(Steel W/Ext Nonmetallic Jacket)): N Piping Mat(Nonmetallic Flex Piping): N PipingConnect/Valves(Shear/Impact Valves(Under Disp)): N Piping Connect/Valves(Steel Swing-Joints(End Of Piping)): N Piping Connect/Valves(Flex Connectors(Ends Of Piping)): N Tank Corr Prot Meth(TCPM)(Cathodic-Field Installation): N TCPM(ExtDielectricCoat/Laminate/Tape/Wrap): N TCPM(Cathodic Prot-Faclnstallation): N TCPM(Composite Tank(Steel W/Frp Ext Laminate): N TCPMeth(Coated Tank(Steel W/ExtPolyurethaneLaminate): N TCPM(FRP Tank Or Piping(Noncorrodible)): N TCPM(Ext Nonmetallic Jacket): N TCPMeth(Unnecessary Per Corrosion Prot Spec): N Piping Corr Prot Meth(Dielectric Coat/Laminate/Tape/Wrap): N Piping Corr Prot Method(PCPM)(Cathodic Factory Install): N PCPM(Cathodic Prot-Field Install): N PCPMethod(FRP Tank Or Piping(Noncorrodible): N PCPM(Nonmetallic FlexPiping(Noncorrodible)): N PCPMeth(Isolated Open Area/2nd Containment): N PCPM(Dual Protected): N PCPM(Unnec Per Corrosion Prot Specialist): N Tank Corr Prot Compliance Flag: N Piping Corr Prot Compliance Flag: N Tank Corrosion Prot Variance: N Piping Corrosion Prot Variance: N Temp Out Of Service Compliance: N Technical Compliance Flag: N Tank Tested Flag: N Installation Signature Date: 10/21/1989 Compartment Records: Tank ID: 2 Tank Capacity: Not reported UST Comprt ID: 128135 UST ID: 129158 Al Number: 49801 Compartment ID: A Substance Storedl: UNKNOWN Substance Stored2: Not reported Substance Stored3: Not reported CompartmentReleaseDetectionMethod(Vapor): N CRDM(GW Monitoring): N CRDM(Monitoring Of Secondary Cont Barrier): N CRDM(Auto Tank Gauge Test/Inv Control): N CRD M(interstitial Monitoring SecWall/Jacket): N CRDM(Wkly Manual Gauging(Tanks-1000 G): N CRDM(Mthly Tank Gauging(Emer Gen Tanks): N CRDM(Sir(Stat Inv Reconciliation)/Inv Control): N PipingReleaseDetectionMethod(PRDM)(Vapor): N PRD M(Groundwater Monitoring): N PRDM(Monitoring Sec Containment Barrier): N PRDM(InterstitialMonitoring w/in SecWall/Jacket): N TC6492348.2s Page 98 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number USED CAR LOT (Continued) 0001280581 PRDM(Mthly Piping Tightness Test)@.2Gph: N PRDM(AnnualPipingTightTest/ElecMon@.1Gph: N PRDM(TriennialTightTest(Suction/GravityPiping): N PRDM AutoLineLeakDet(3.0 Gph PressPiping): N PRDM(Sir(Statlnv Recon)/Inv Control)): N PRDM(Exempt System Suction: N Spill Overfill Prevention Equip(SOPE): N SOPE(Spill Cont/Bucket/Sump): N SOPE(DelShut-Off Valve)): N SOPE(FlowRestrictorValue: N SOPE(Alarm(Set@<=90%)W/3a Or 3b: N SOPE(N/A Deliveries To Tank<=25G): N Compartment Release Det Compliance Flag: N Piping Release Detection Compliance Flag): N Spill/OverfillPreventionCompliance Flag: N Compartment Release Detection Variance: N Piping Release Detection Variance: N Spill And Overfill Prevention Variance: N Stage I Vapor Recovery: Not reported Stage 1 Installation Date: Not reported More Self Certification: Self Cert ID: 19132 Cert ID: 112691 UST Comprt ID: 329836 UST ID: 112280 Al Number: 49801 Tank ID: 1 Compartment ID: A Self Cert ID: 19132 Cert ID: 112690 UST Comprt ID: 329837 UST ID: 112280 Al Number: 49801 Tank ID: 1 Compartment ID: A Self Cert ID: 19132 Cert ID: 112444 UST Comprt ID: 329838 UST ID: 112280 Al Number: 49801 Tank ID: 1 Compartment ID: A Self Cert ID: 19132 Cert ID: 112692 UST Comprt ID: 329835 UST ID: 112280 Al Number: 49801 Tank ID: 1 Compartment ID: A Self Cert ID: 19132 Cert ID: 112689 UST Comprt ID: 329840 TC6492348.2s Page 99 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number USED CAR LOT (Continued) 0001280581 UST ID: 112280 Al Number: 49801 Tank ID: 1 Compartment ID: A Self Cert ID: 19132 Cert ID: 112694 UST Comprt ID: 329833 UST ID: 112280 Al Number: 49801 Tank ID: 1 Compartment ID: A Self Cert ID: 19132 Cert ID: 112693 UST Comprt ID: 329834 UST ID: 112280 Al Number: 49801 Tank ID: 1 Compartment ID: A Self Cert ID: 19132 Cert ID: 112688 UST Comprt ID: 329839 UST ID: 112280 Al Number: 49801 Tank ID: 1 Compartment ID: A Install Date: 01/01/1955 Tank Registration Date: 12/21/1989 Number of Compartments: 1 Tank Capacity: 6000 Tank Singlewall: N Tank Doublewall: N Pipe Type: Not reported UST ID: 129159 Facility ID: 81502 Ai Number: 49801 Tank Id: 3 Tank Status(Current): PERM FILLED IN PLACE Tank Status Date: 02/02/1968 Empty: N Tank Regulatory Status: FULLY REGULATED Tank Int Prot(Internal Tank Lining Date): Not reported Piping Design(Single Wall): N Piping Design(Double Wall): N Tank Ext Cont(Fac-Built Nonmetallic Jacket): N Tank Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Tank Ext Cont(Tank Vault/Rigid Trench Liner): N Piping Ext Cont(Fac-Built Nonmetallic Jacket): N Piping Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Piping Ext Cont(Tank Vault/Rigid Trench Liner): N Tank Material(Steel): N Tank Material(Frp(Fi berglass-Reinforced Plastic): N Tank Mat(Composite(Steel W/Ext Frp Cladding)): N TC6492348.2s Page 100 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number USED CAR LOT (Continued) 0001280581 Tank Mat(Concrete): N Tank Mat(Jacketed(Steel W/Ext Nonmetallic Jck)): N Tank Mat(Coated(Steel W/ExtPolyurethane Cladding)): N Piping Material(Steel): N Piping Mat(Frp(Fiberglass Reinforced Plastic): N Piping Mat(Concrete): N Piping Mat(Jacketed(Steel W/Ext Nonmetallic Jacket)): N Piping Mat(Nonmetallic Flex Piping): N PipingConnect/Valves(Shear/Impact Valves(Under Disp)): N Piping Connect/Valves(Steel Swing-Joints(End Of Piping)): N Piping Connect/Valves(Flex Connectors(Ends Of Piping)): N Tank Corr Prot Meth(TCPM)(Cathodic-Field Installation): N TCPM(ExtDielectricCoat/Laminate/Tape/Wrap): N TCPM(Cathodic Prot-Faclnstallation): N TCPM(Composite Tank(Steel W/Frp Ext Laminate): N TCPMeth(Coated Tank(Steel W/ExtPolyurethaneLaminate): N TCPM(FRP Tank Or Piping(Noncorrodible)): N TCPM(Ext Nonmetallic Jacket): N TCPMeth(Unnecessary Per Corrosion Prot Spec): N Piping Corr Prot Meth(Dielectric Coat/Laminate/Tape/Wrap): N Piping Corr Prot Method(PCPM)(Cathodic Factory Install): N PCPM(Cathodic Prot-Field Install): N PCPMethod(FRP Tank Or Piping(Noncorrodible): N PCPM(Nonmetallic FlexPiping(Noncorrodible)): N PCPMeth(Isolated Open Area/2nd Containment): N PCPM(Dual Protected): N PCPM(Unnec Per Corrosion Prot Specialist): N Tank Corr Prot Compliance Flag: N Piping Corr Prot Compliance Flag: N Tank Corrosion Prot Variance: N Piping Corrosion Prot Variance: N Temp Out Of Service Compliance: N Technical Compliance Flag: N Tank Tested Flag: N Installation Signature Date: 10/21/1989 Compartment Records: Tank ID: 3 Tank Capacity: Not reported UST Comprt ID: 128136 UST ID: 129159 Al Number: 49801 Compartment ID: A Substance Storedl: UNKNOWN Substance Stored2: Not reported Substance Stored3: Not reported CompartmentReleaseDetectionMethod(Vapor): N CRDM(GW Monitoring): N CRDM(Monitoring Of Secondary Cont Barrier): N CRDM(Auto Tank Gauge Test/Inv Control): N CRD M(interstitial Monitoring SecWall/Jacket): N CRDM(Wkly Manual Gauging(Tanks-1000 G): N CRDM(Mthly Tank Gauging(Emer Gen Tanks): N CRDM(Sir(Stat Inv Reconciliation)/Inv Control): N PipingReleaseDetectionMethod(PRDM)(Vapor): N PRD M(Groundwater Monitoring): N PRDM(Monitoring Sec Containment Barrier): N PRDM(InterstitialMonitoring w/in SecWall/Jacket): N TC6492348.2s Page 101 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number USED CAR LOT (Continued) 0001280581 PRDM(Mthly Piping Tightness Test)@.2Gph: N PRDM(AnnualPipingTightTest/ElecMon@.1Gph: N PRDM(TriennialTightTest(Suction/GravityPiping): N PRDM AutoLineLeakDet(3.0 Gph PressPiping): N PRDM(Sir(Statlnv Recon)/Inv Control)): N PRDM(Exempt System Suction: N Spill Overfill Prevention Equip(SOPE): N SOPE(Spill Cont/Bucket/Sump): N SOPE(DelShut-Off Valve)): N SOPE(FlowRestrictorValue: N SOPE(Alarm(Set@<=90%)W/3a Or 3b: N SOPE(N/A Deliveries To Tank<=25G): N Compartment Release Det Compliance Flag: N Piping Release Detection Compliance Flag): N Spill/OverfillPreventionCompliance Flag: N Compartment Release Detection Variance: N Piping Release Detection Variance: N Spill And Overfill Prevention Variance: N Stage I Vapor Recovery: Not reported Stage 1 Installation Date: Not reported More Self Certification: Self Cert ID: 19132 Cert ID: 112691 UST Comprt ID: 329836 UST ID: 112280 Al Number: 49801 Tank ID: 1 Compartment ID: A Self Cert ID: 19132 Cert ID: 112690 UST Comprt ID: 329837 UST ID: 112280 Al Number: 49801 Tank ID: 1 Compartment ID: A Self Cert ID: 19132 Cert ID: 112444 UST Comprt ID: 329838 UST ID: 112280 Al Number: 49801 Tank ID: 1 Compartment ID: A Self Cert ID: 19132 Cert ID: 112692 UST Comprt ID: 329835 UST ID: 112280 Al Number: 49801 Tank ID: 1 Compartment ID: A Self Cert ID: 19132 Cert ID: 112689 UST Comprt ID: 329840 TC6492348.2s Page 102 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number USED CAR LOT (Continued) 0001280581 UST ID: 112280 Al Number: 49801 Tank ID: 1 Compartment ID: A Self Cert ID: 19132 Cert ID: 112694 UST Comprt ID: 329833 UST ID: 112280 Al Number: 49801 Tank ID: 1 Compartment ID: A Self Cert ID: 19132 Cert ID: 112693 UST Comprt ID: 329834 UST ID: 112280 Al Number: 49801 Tank ID: 1 Compartment ID: A Self Cert ID: 19132 Cert ID: 112688 UST Comprt ID: 329839 UST ID: 112280 Al Number: 49801 Tank ID: 1 Compartment ID: A Facility Billing Contacts: Contact Organization Name: KILGORE MARY BORGES Contact Mailing Address(Delivery): 200 SANTA BARBARA ST Contact Mailing Address(Internal Delivery): Not reported Contact Mailing City/State/Zip: CORPUS CHRISTI,TX 78411 1438 Phone Number/Ext: / Contact Fax Number/Ext: / Contact Email Address: Not reported Contact Address Deliverable: Y Facility ID: 81502 Additional ID: 724353802002087 PrincID: 734353802002087 Al Number: 49801 Facility Name: USED CAR LOT AR Number: Not reported AR UST Number Suffix: Not reported AR AST Number Suffix: Not reported Contact Name/Title: / TC6492348.2s Page 103 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number 11 MISTER KS HEATING&AIR CONDITIONING LPST 0003041585 NW 1701 S STAPLES ST UST N/A 1/4-1/2 CORPUS CHRISTI,TX 78404 0.461 mi. 2432 ft. Relative: LPST: Higher Name: MISTER KS HEATING AIR CONDITI Actual: Address: 1701 S STAPLES ST 34 ft. City,State,Zip: CORPUS CHRISTI,TX 78404 Facility ID: 0067573 LPST Id: 113864 Facility Location: 1701 S STAPLES TCEQ Region#and City: REGION 14-CORPUS CHRISTI Region City: CORPUS CHRISTI Discovered Date: 02/23/2007 Entered Date: 01/04/1999 Reported Date: 12/11/1998 Closure Date: 12/10/1998 Priority: 4.1-GW IMPACTED NO APPARENT THREATS OR IMPACTS TO RECEPTORS Program: 1 -RPR CA Status: 6P-FINAL PENDING WELL PLUG Priority Description: Groundwater is affected. Status: FINAL CONCURRENCE PENDING DOCUMENTATION OF WELL PLUGGING Coordinators Primary: 1/1P/1/1P/1 Coordinators RPR: SAW Responsible Party Name: Not reported Responsible Party Contact: PAUL GEHRI Responsible Party Address: PO BOX 2963 Responsible Party City,St,Zip: PORT ARANSAS,TX 78373 Responsible Party Telephone: 361/533-6426 Reported Date: 12/11/1998 Case Start Date: 12/10/1998 UST: Name: MISTER KS HEATING&AIR CONDITIONING Address: 1701 S STAPLES ST City,State,Zip: CORPUS CHRISTI,TX 784043022 Al Number: 67573 Facility Type: Not reported Facility Begin Date: 08/31/1987 Facility Status: INACTIVE Additional ID: 226461382002089 Facility Exempt Status: N Records Off-Site: No UST Financial Assurance Required: No Number Of Active UST: 0 Site Location Description: Not reported Site Location(Nearest City Name): Not reported Site Location(County Name): NUECES Site Location(Tceq Region): 14 Site Location(Location Zip): 78404 Contact Name/Title: E W KRETZINGER, Contact Organization Name: MISTER KS HEATING&AIR CONDITIONING Contact Mailing Addressl: Not reported Contact Mailing Addressl: Not reported Contact Mailing City/State/Zip: Not reported Contact Telephone: 5128822931 Facility Contact Address Deliverable: Not reported TC6492348.2s Page 104 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number MISTER KS HEATING&AIR CONDITIONING (Continued) 0003041585 Contact Fax Number: Not reported Contact Email Address: Not reported Signature Date On Earliest Reg Form: 12/13/1995 Signature Name/Title On Earliest Reg Form: E W KRETZINGER,OWNER Application Received Date On Earliest Reg Form: 12/15/1995 Signature Role On Earliest Reg Form: Not reported Signature Company On Earliest Reg Form: Not reported Enforcement Action: Not reported Facility Not Inspectable: No Owner: Owner CN: CN601036353 Owner Last Name: KRETZINGER E W Owner First Name: Not reported Owner Middle Name: Not reported Owner Type: OR Contact Mailing Address(Delivery): Not reported Contact Mailing Address(Internal Delivery): Not reported Contact Mailing City: Not reported Contact Mailing State: Not reported Contact Mailing Zip: Not reported Contact Mailing Zip5: Not reported Contact Phone Number/Ext: / Contact Fax Country Code: Not reported Contact Fax Number/Ext: / Contact Email Address: Not reported Contact Address Deliverable: Not reported PrincID: 235461372002089 Additional ID: 226461382002089 Al Number: 67573 Owner Effective Begin Date: 08/31/1987 State Tax ID: Not reported Contact Role: Not reported Contact Name/Title: / Contact Organization Name: Not reported Tank: Install Date: 08/31/1987 Tank Registration Date: 12/15/1995 Number of Compartments: 1 Tank Capacity: 2000 Tank Singlewall: Y Tank Doublewall: N Pipe Type: S UST ID: 177065 Facility ID: 102265 Ai Number: 67573 Tank Id: 1 Tank Status(Current): REMOVED FROM GROUND Tank Status Date: 11/24/1998 Empty: N Tank Regulatory Status: FULLY REGULATED Tank Int Prot(Internal Tank Lining Date): Not reported Piping Design(Single Wall): Y Piping Design(Double Wall): N Tank Ext Cont(Fac-Built Nonmetallic Jacket): N Tank Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N TC6492348.2s Page 105 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number MISTER KS HEATING&AIR CONDITIONING (Continued) 0003041585 Tank Ext Cont(Tank Vault/Rigid Trench Liner): N Piping Ext Cont(Fac-Built Nonmetallic Jacket): N Piping Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Piping Ext Cont(Tank Vault/Rigid Trench Liner): N Tank Material(Steel): Y Tank Material(Frp(Fi berglass-Reinforced Plastic): N Tank Mat(Composite(Steel W/Ext Frp Cladding)): N Tank Mat(Concrete): N Tank Mat(Jacketed(Steel W/Ext Nonmetallic Jck)): N Tank Mat(Coated(Steel W/ExtPolyurethane Cladding)): N Piping Material(Steel): N Piping Mat(Frp(Fiberglass Reinforced Plastic): N Piping Mat(Concrete): N Piping Mat(Jacketed(Steel W/Ext Nonmetallic Jacket)): N Piping Mat(Nonmetallic Flex Piping): N PipingConnect/Valves(Shear/Impact Valves(Under Disp)): N Piping Connect/Valves(Steel Swing-Joints(End Of Piping)): N Piping Connect/Valves(Flex Connectors(Ends Of Piping)): N Tank Corr Prot Meth(TCPM)(Cathodic-Field Installation): N TCPM(ExtDielectricCoat/Laminate/Ta pe/Wrap): N TCPM(Cathodic Prot-Faclnstallation): N TCPM(Composite Tank(Steel W/Frp Ext Laminate): N TCPMeth(Coated Tank(Steel W/ExtPolyurethaneLaminate): N TCPM(FRP Tank Or Piping(Noncorrodible)): N TCPM(Ext Nonmetallic Jacket): N TCPMeth(Unnecessary Per Corrosion Prot Spec): N Piping Corr Prot Meth(Dielectric Coat/Laminate/Tape/Wrap): N Piping Corr Prot Method(PCPM)(Cathodic Factory Install): N PCPM(Cathodic Prot-Field Install): N PCPMethod(FRP Tank Or Piping(Noncorrodible): N PCPM(Nonmetallic FlexPiping(Noncorrodible)): N PCPMeth(Isolated Open Area/2nd Containment): N PCPM(Dual Protected): N PCPM(Unnec Per Corrosion Prot Specialist): N Tank Corr Prot Compliance Flag: N Piping Corr Prot Compliance Flag: N Tank Corrosion Prot Variance: N Piping Corrosion Prot Variance: N Temp Out Of Service Compliance: N Technical Compliance Flag: N Tank Tested Flag: N Installation Signature Date: Not reported Compartment Records: Tank ID: 1 Tank Capacity: 2000 UST Comprt ID: 173710 UST ID: 177065 Al Number: 67573 Compartment ID: A Substance Storedl: GASOLINE Substance Stored2: Not reported Substance Stored3: Not reported CompartmentReleaseDetectionMethod(Vapor): N CRDM(GW Monitoring): N CRDM(Monitoring Of Secondary Cont Barrier): N CRDM(Auto Tank Gauge Test/Inv Control): N CRD M(interstitial Monitoring SecWall/Jacket): N TC6492348.2s Page 106 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number MISTER KS HEATING&AIR CONDITIONING (Continued) 0003041585 CRDM(Wkly Manual Gauging(Tanks<=1000 G): N CRDM(Mthly Tank Gauging(Emer Gen Tanks): N CRDM(Sir(Stat Inv Reconciliation)/Inv Control): N PipingReleaseDetectionMethod(PRDM)(Vapor): N PRD M(Groundwater Monitoring): N PRDM(Monitoring Sec Containment Barrier): N PRDM(InterstitialMonitoring w/in SecWall/Jacket): N PRDM(Mthly Piping Tightness Test)@.2Gph: N PRDM(AnnualPipingTightTest/ElecMon@.1Gph: N PRDM(TriennialTightTest(Suction/GravityPiping): N PRDM AutoLineLeakDet(3.0 Gph PressPiping): N PRDM(Sir(Statlnv Recon)/Inv Control)): N PRDM(Exempt System Suction: N Spill Overfill Prevention Equip(SOPE): N SOPE(Spill Cont/Bucket/Sump): N SOPE(DelShut-Off Valve)): N SOPE(FlowRestrictorValue: N SOPE(Alarm(Set@<=90%)W/3a Or 3b: N SOPE(N/A Deliveries To Tank<=25G): N Compartment Release Det Compliance Flag: N Piping Release Detection Compliance Flag): N Spill/OverfillPreventionCompliance Flag: N Compartment Release Detection Variance: N Piping Release Detection Variance: N Spill And Overfill Prevention Variance: N Stage I Vapor Recovery: Not reported Stage 1 Installation Date: Not reported Facility Billing Contacts: Contact Organization Name: KRETZINGER E W Contact Mailing Address(Delivery): 1701 S STAPLES ST Contact Mailing Address(Internal Delivery): Not reported Contact Mailing City/State/Zip: CORPUS CHRISTI,TX 78404 3022 Phone Number/Ext: / Contact Fax Number/Ext: / Contact Email Address: Not reported Contact Address Deliverable: Y Facility ID: 102265 Additional ID: 226461382002089 PrinclD: 235461372002089 Al Number: 67573 Facility Name: MISTER KS HEATING&AIR CONDITIONING AR Number: Not reported AR UST Number Suffix: Not reported AR AST Number Suffix: Not reported Contact Name/Title: E W KRETZINGER/ TC6492348.2s Page 107 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number 12 AMANS FOOD MART 2 LPST 0001262287 SSE 3245 S ALAMEDA ST UST N/A 1/4-1/2 CORPUS CHRISTI,TX 78404 ENF 0.461 mi. Financial Assurance 2432 ft. Relative: LPST: Lower Name: AMANS FOOD MART 2 Actual: Address: 3245 S ALAMEDA ST 30 ft. City,State,Zip: CORPUS CHRISTI,TX Facility ID: Not reported LPST Id: 119540 Facility Location: Not reported TCEO Region#and City: REGION 14-CORPUS CHRISTI Region City: Not reported Discovered Date: 04/21/2015 Entered Date: 01/06/2015 Reported Date: 10/31/2014 Closure Date: 06/15/2014 Priority: 4.0-ASSESSMENT INCOMPLETE NO APPARENT RECEPTORS IMPACTED Program: 1 -RPR CA Status: 6A-FINAL CONCURRENCE ISSUED Priority Description: Not reported Status: Not reported Coordinators Primary: Not reported Coordinators RPR: Not reported Responsible Party Name: Not reported Responsible Party Contact: Not reported Responsible Party Address: Not reported Responsible Party City,St,Zip: Not reported Responsible Party Telephone: Not reported Reported Date: 10/31/2014 Case Start Date: 06/15/2014 Name: CHEVRON STATION 108652 Address: 3245 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX Facility ID: Not reported LPST Id: 95619 Facility Location: Not reported TCEO Region#and City: REGION 14-CORPUS CHRISTI Region City: Not reported Discovered Date: 10/11/1993 Entered Date: 05/31/1990 Reported Date: 05/23/1990 Closure Date: 05/22/1990 Priority: 4.1-GW IMPACTED NO APPARENT THREATS OR IMPACTS TO RECEPTORS Program: 1 -RPR CA Status: 6A-FINAL CONCURRENCE ISSUED Priority Description: Not reported Status: Not reported Coordinators Primary: Not reported Coordinators RPR: Not reported Responsible Party Name: Not reported Responsible Party Contact: Not reported Responsible Party Address: Not reported Responsible Party City,St,Zip: Not reported Responsible Party Telephone: Not reported Reported Date: 05/23/1990 TC6492348.2s Page 108 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AMANS FOOD MART 2 (Continued) 0001262287 Case Start Date: 05/22/1990 UST: Name: AMANS FOOD MART 2 Address: 3245 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 784042507 Al Number: 28653 Facility Type: RETAIL Facility Begin Date: 01/01/1978 Facility Status: INACTIVE Additional ID: 223469112002087 Facility Exempt Status: N Records Off-Site: No UST Financial Assurance Required: No Number Of Active UST: 0 Site Location Description: Not reported Site Location(Nearest City Name): Not reported Site Location(County Name): NUECES Site Location(Tceq Region): 14 Site Location(Location Zip): 78404 Contact Name/Title: AZIZ MOMIN,MGR Contact Organization Name: AMANS FOOD MART 2 Contact Mailing Address1: Not reported Contact Mailing Address2: Not reported Contact Mailing City/State/Zip: Not reported Contact Telephone: 3618550265 Facility Contact Address Deliverable: Not reported Contact Fax Number: Not reported Contact Email Address: Not reported Signature Date On Earliest Reg Form: 10/31/2014 Signature Name/Title On Earliest Reg Form: AMAN ULLAH, Application Received Date On Earliest Reg Form: 11/04/2014 Signature Role On Earliest Reg Form: Not reported Signature Company On Earliest Reg Form: Not reported Enforcement Action: No Facility Not Inspectable: No Operator: PrincID: 628411872004082 Additional ID: 223469112002087 Ai Number: 28653 Operator CN: CN602591836 Operator Name: AMSAL INC Operator Effective Begin Date: 03/01/2004 Operator Type: CO Operator Role: Not reported Contact Name: / Contact Organization Name: Not reported Contact Mailing Address(Delivery): Not reported Contact Mailing Address(Internal Delivery): Not reported Contact Mailing City/State/Zip: - Contact Phone Country Code: Not reported Contact Phone Area Code: Not reported Contact Phone Number: Not reported Contact Phone Extension: Not reported Contact Fax Country Code: Not reported Contact Fax Area Code: Not reported TC6492348.2s Page 109 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AMANS FOOD MART 2 (Continued) 0001262287 Contact Fax Number: Not reported Contact Fax Extension: Not reported Contact Email Address: Not reported Contact Address Deliverable: Not reported Owner: Owner CN: CN602591844 Owner Last Name: E Z STOP INC Owner First Name: Not reported Owner Middle Name: Not reported Owner Type: CO Contact Mailing Address(Delivery): Not reported Contact Mailing Address(Internal Delivery): Not reported Contact Mailing City: Not reported Contact Mailing State: Not reported Contact Mailing Zip: Not reported Contact Mailing Zips: Not reported Contact Phone Number/Ext: / Contact Fax Country Code: Not reported Contact Fax Number/Ext: / Contact Email Address: Not reported Contact Address Deliverable: Not reported PrincID: 502417702004082 Additional ID: 223469112002087 Al Number: 28653 Owner Effective Begin Date: 03/01/2004 State Tax ID: 17428803245 Contact Role: Not reported Contact Name/Title: / Contact Organization Name: Not reported Self Certification: Self Cert ID: 65801 Cert ID: 81545 Al Number: 28653 Self Certification Date: 08/15/2008 Signature Name/Title: AZIZ MOMIN MANAGER Signature Type Role: OPERATOR Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 08/31/2009 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 65801 Cert ID: 81544 Al Number: 28653 Self Certification Date: 09/28/2007 Signature Name/Title: AZIZ MOMIN MGR TC6492348.2s Page 110 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AMANS FOOD MART 2 (Continued) 0001262287 Signature Type Role: OPERATOR Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 08/31/2008 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 65801 Cert ID: 81543 Al Number: 28653 Self Certification Date: 08/01/2006 Signature Name/Title: AZIZ MOMIN MGR Signature Type Role: OPERATOR Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 08/31/2007 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 65801 Cert ID: 81542 Al Number: 28653 Self Certification Date: 06/23/2005 Signature Name/Title: AZIZ MOMIN MGR Signature Type Role: OPERATOR Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 08/31/2006 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 65801 Cert ID: 81541 Al Number: 28653 Self Certification Date: 06/30/2004 Signature Name/Title: BAKARD ALI PRES TC6492348.2s Page 111 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AMANS FOOD MART 2 (Continued) 0001262287 Signature Type Role: OPERATOR Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 08/31/2005 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 65801 Cert ID: 81540 Al Number: 28653 Self Certification Date: 03/03/2004 Signature Name/Title: AMAN ULLAH PRES Signature Type Role: LEGAL AUTH REP OWNER Filing Status: INITIAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 08/31/2004 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 65801 Cert ID: 81539 Al Number: 28653 Self Certification Date: 04/01/2003 Signature Name/Title: AMAN ULLAH PRESIDENT Signature Type Role: OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 03/31/2004 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 65801 Cert ID: 81538 Al Number: 28653 Self Certification Date: 07/20/2002 Signature Name/Title: AMAN ULLAH PRESIDENT TC6492348.2s Page 112 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AMANS FOOD MART 2 (Continued) 0001262287 Signature Type Role: OWNER Filing Status: INITIAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 03/31/2003 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 65801 Cert ID: 81537 Al Number: 28653 Self Certification Date: 12/29/2000 Signature Name/Title: DAVID MCMINN OWNER Signature Type Role: OWNER Filing Status: INITIAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 05/31/2002 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Tank: Install Date: 01/01/1978 Tank Registration Date: 05/08/1986 Number of Compartments: 1 Tank Capacity: 10000 Tank Singlewall: Y Tank Doublewall: N Pipe Type: P UST ID: 75247 Facility ID: 65801 Ai Number: 28653 Tank Id: 1 Tank Status(Current): REMOVED FROM GROUND Tank Status Date: 06/11/2014 Empty: N Tank Regulatory Status: FULLY REGULATED Tank Int Prot(Internal Tank Lining Date): Not reported Piping Design(Single Wall): Y Piping Design(Double Wall): N Tank Ext Cont(Fac-Built Nonmetallic Jacket): N Tank Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Tank Ext Cont(Tank Vault/Rigid Trench Liner): N Piping Ext Cont(Fac-Built Nonmetallic Jacket): N Piping Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N TC6492348.2s Page 113 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AMANS FOOD MART 2 (Continued) 0001262287 Piping Ext Cont(Tank Vault/Rigid Trench Liner): N Tank Material(Steel): N Tank Material(Frp(Fi berglass-Reinforced Plastic): Y Tank Mat(Composite(Steel W/Ext Frp Cladding)): N Tank Mat(Concrete): N Tank Mat(Jacketed(Steel W/Ext Nonmetallic Jck)): N Tank Mat(Coated(Steel W/ExtPolyurethane Cladding)): N Piping Material(Steel): N Piping Mat(Frp(Fiberglass Reinforced Plastic): Y Piping Mat(Concrete): N Piping Mat(Jacketed(Steel W/Ext Nonmetallic Jacket)): N Piping Mat(Nonmetallic Flex Piping): N PipingConnect/Valves(Shear/Impact Valves(Under Disp)): N Piping Connect/Valves(Steel Swing-Joints(End Of Piping)): N Piping Connect/Valves(Flex Connectors(Ends Of Piping)): N Tank Corr Prot Meth(TCPM)(Cathodic-Field Installation): Y TCPM(ExtDielectricCoat/Laminate/Tape/Wrap): N TCPM(Cathodic Prot-Faclnstallation): N TCPM(Composite Tank(Steel W/Frp Ext Laminate): N TCPMeth(Coated Tank(Steel W/ExtPolyurethaneLaminate): N TCPM(FRP Tank Or Piping(Noncorrodible)): Y TCPM(Ext Nonmetallic Jacket): N TCPMeth(Unnecessary Per Corrosion Prot Spec): N Piping Corr Prot Meth(Dielectric Coat/Laminate/Tape/Wrap): N Piping Corr Prot Method(PCPM)(Cathodic Factory Install): N PCPM(Cathodic Prot-Field Install): N PCPMethod(FRP Tank Or Piping(Noncorrodible): Y PCPM(Nonmetallic FlexPiping(Noncorrodible)): N PCPMeth(Isolated Open Area/2nd Containment): N PCPM(Dual Protected): N PCPM(Unnec Per Corrosion Prot Specialist): N Tank Corr Prot Compliance Flag: Y Piping Corr Prot Compliance Flag: Y Tank Corrosion Prot Variance: N Piping Corrosion Prot Variance: N Temp Out Of Service Compliance: Y Technical Compliance Flag: Y Tank Tested Flag: N Installation Signature Date: 04/30/1990 Compartment Records: Tank ID: 1 Tank Capacity: 10000 UST Comprt ID: 69707 UST ID: 75247 Al Number: 28653 Compartment ID: A Substance Storedl: Not reported Substance Stored2: Not reported Substance Stored3: Not reported CompartmentReleaseDetectionMethod(Vapor): N CRDM(GW Monitoring): N CRDM(Monitoring Of Secondary Cont Barrier): N CRDM(Auto Tank Gauge Test/Inv Control): Y CRD M(interstitial Monitoring SecWall/Jacket): N CRDM(Wkly Manual Gauging(Tanks-1000 G): N CRDM(Mthly Tank Gauging(Emer Gen Tanks): N CRDM(Sir(Stat Inv Reconciliation)/Inv Control): N TC6492348.2s Page 114 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AMANS FOOD MART 2 (Continued) 0001262287 PipingReleaseDetectionMethod(PRDM)(Vapor): N PRD M(Groundwater Monitoring): N PRDM(Monitoring Sec Containment Barrier): N PRDM(InterstitialMonitoring w/in SecWall/Jacket): N PRDM(Mthly Piping Tightness Test)@.2Gph: N PRDM(AnnualPipingTightTest/ElecMon@.1Gph: Y PRDM(TriennialTightTest(Suction/GravityPiping): N PRDM AutoLineLeakDet(3.0 Gph PressPiping): Y PRDM(Sir(Statlnv Recon)/Inv Control)): N PRDM(Exempt System Suction: N Spill Overfill Prevention Equip(SOPE): Y SOPE(Spill Cont/Bucket/Sump): Y SOPE(DelShut-Off Valve)): N SOPE(FlowRestrictorValue: Y SOPE(Alarm(Set@<=90%)W/3a Or 3b: N SOPE(N/A Deliveries To Tank<=25G): N Compartment Release Det Compliance Flag: Y Piping Release Detection Compliance Flag): Y Spill/OverfillPreventionCompliance Flag: Y Compartment Release Detection Variance: N Piping Release Detection Variance: N Spill And Overfill Prevention Variance: N Stage I Vapor Recovery: EXEMPT BY TCEQ RULE Stage 1 Installation Date: Not reported Install Date: 01/01/1978 Tank Registration Date: 05/08/1986 Number of Compartments: 1 Tank Capacity: 10000 Tank Singlewall: Y Tank Doublewall: N Pipe Type: P UST ID: 75249 Facility ID: 65801 Ai Number: 28653 Tank Id: 3 Tank Status(Current): REMOVED FROM GROUND Tank Status Date: 06/11/2014 Empty: N Tank Regulatory Status: FULLY REGULATED Tank Int Prot(Internal Tank Lining Date): Not reported Piping Design(Single Wall): Y Piping Design(Double Wall): N Tank Ext Cont(Fac-Built Nonmetallic Jacket): N Tank Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Tank Ext Cont(Tank Vault/Rigid Trench Liner): N Piping Ext Cont(Fac-Built Nonmetallic Jacket): N Piping Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Piping Ext Cont(Tank Vault/Rigid Trench Liner): N Tank Material(Steel): N Tank Material(Frp(Fi berglass-Reinforced Plastic): Y Tank Mat(Composite(Steel W/Ext Frp Cladding)): N Tank Mat(Concrete): N Tank Mat(Jacketed(Steel W/Ext Nonmetallic Jck)): N Tank Mat(Coated(Steel W/ExtPolyurethane Cladding)): N Piping Material(Steel): N TC6492348.2s Page 115 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AMANS FOOD MART 2 (Continued) 0001262287 Piping Mat(Frp(Fiberglass Reinforced Plastic): Y Piping Mat(Concrete): N Piping Mat(Jacketed(Steel W/Ext Nonmetallic Jacket)): N Piping Mat(Nonmetallic Flex Piping): N PipingConnect/Valves(Shear/Impact Valves(Under Disp)): N Piping Connect/Valves(Steel Swing-Joints(End Of Piping)): N Piping Connect/Valves(Flex Connectors(Ends Of Piping)): N Tank Corr Prot Meth(TCPM)(Cathodic-Field Installation): Y TCPM(ExtDielectricCoat/Laminate/Tape/Wrap): N TCPM(Cathodic Prot-Faclnstallation): N TCPM(Composite Tank(Steel W/Frp Ext Laminate): N TCPMeth(Coated Tank(Steel W/ExtPolyurethaneLaminate): N TCPM(FRP Tank Or Piping(Noncorrodible)): Y TCPM(Ext Nonmetallic Jacket): N TCPMeth(Unnecessary Per Corrosion Prot Spec): N Piping Corr Prot Meth(Dielectric Coat/Laminate/Tape/Wrap): N Piping Corr Prot Method(PCPM)(Cathodic Factory Install): N PCPM(Cathodic Prot-Field Install): N PCPMethod(FRP Tank Or Piping(Noncorrodible): Y PCPM(Nonmetallic FlexPiping(Noncorrodible)): N PCPMeth(Isolated Open Area/2nd Containment): N PCPM(Dual Protected): N PCPM(Unnec Per Corrosion Prot Specialist): N Tank Corr Prot Compliance Flag: Y Piping Corr Prot Compliance Flag: Y Tank Corrosion Prot Variance: N Piping Corrosion Prot Variance: N Temp Out Of Service Compliance: Y Technical Compliance Flag: Y Tank Tested Flag: N Installation Signature Date: 04/30/1990 Compartment Records: Tank ID: 3 Tank Capacity: 10000 UST Comprt ID: 69709 UST ID: 75249 Al Number: 28653 Compartment ID: A Substance Stored1: Not reported Substance Stored2: Not reported Substance Stored3: Not reported CompartmentReleaseDetectionMethod(Vapor): N CRDM(GW Monitoring): N CRDM(Monitoring Of Secondary Cont Barrier): N CRDM(Auto Tank Gauge TestlInv Control): Y CRD M(interstitial Monitoring SecWall/Jacket): N CRDM(Wkly Manual Gauging(Tanks<=1000 G): N CRDM(Mthly Tank Gauging(Emer Gen Tanks): N CRDM(Sir(Stat Inv Reconciliation)/Inv Control): N PipingReleaseDetectionMethod(PRDM)(Vapor): N PRD M(Groundwater Monitoring): N PRDM(Monitoring Sec Containment Barrier): N PRDM(InterstitialMonitoring w/in SecWall/Jacket): N PRDM(Mthly Piping Tightness Test)@.2Gph: N PRDM(AnnualPipingTightTest/ElecMon@.1Gph: Y PRDM(TriennialTightTest(Suction/GravityPiping): N PRDM AutoLineLeakDet(3.0 Gph PressPiping): Y TC6492348.2s Page 116 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AMANS FOOD MART 2 (Continued) 0001262287 PRDM(Sir(Statlnv Recon)/Inv Control)): N PRDM(Exempt System Suction: N Spill Overfill Prevention Equip(SOPE): Y SOPE(Spill Cont/Bucket/Sump): Y SOPE(DelShut-Off Valve)): N SOPE(FlowRestrictorValue: Y SOPE(Alarm(Set@<=90%)W/3a Or 3b: N SOPE(N/A Deliveries To Tank<=25G): N Compartment Release Det Compliance Flag: Y Piping Release Detection Compliance Flag): Y Spill/OverfillPreventionCompliance Flag: Y Compartment Release Detection Variance: N Piping Release Detection Variance: N Spill And Overfill Prevention Variance: N Stage I Vapor Recovery: EXEMPT BY TCEQ RULE Stage 1 Installation Date: Not reported Install Date: 01/01/1978 Tank Registration Date: 05/08/1986 Number of Compartments: 1 Tank Capacity: 10000 Tank Singlewall: Y Tank Doublewall: N Pipe Type: P UST ID: 75248 Facility ID: 65801 Ai Number: 28653 Tank Id: 2 Tank Status(Current): REMOVED FROM GROUND Tank Status Date: 06/11/2014 Empty: N Tank Regulatory Status: FULLY REGULATED Tank Int Prot(Internal Tank Lining Date): Not reported Piping Design(Single Wall): Y Piping Design(Double Wall): N Tank Ext Cont(Fac-Built Nonmetallic Jacket): N Tank Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Tank Ext Cont(Tank Vault/Rigid Trench Liner): N Piping Ext Cont(Fac-Built Nonmetallic Jacket): N Piping Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Piping Ext Cont(Tank Vault/Rigid Trench Liner): N Tank Material(Steel): N Tank Material(Frp(Fi berglass-Reinforced Plastic): Y Tank Mat(Composite(Steel W/Ext Frp Cladding)): N Tank Mat(Concrete): N Tank Mat(Jacketed(Steel W/Ext Nonmetallic Jck)): N Tank Mat(Coated(Steel W/ExtPolyurethane Cladding)): N Piping Material(Steel): N Piping Mat(Frp(Fiberglass Reinforced Plastic): Y Piping Mat(Concrete): N Piping Mat(Jacketed(Steel W/Ext Nonmetallic Jacket)): N Piping Mat(Nonmetallic Flex Piping): N PipingConnect/Valves(Shear/Impact Valves(Under Disp)): N Piping Connect/Valves(Steel Swing-Joints(End Of Piping)): N Piping Connect/Valves(Flex Connectors(Ends Of Piping)): N Tank Corr Prot Meth(TCPM)(Cathodic-Field Installation): Y TC6492348.2s Page 117 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AMANS FOOD MART 2 (Continued) 0001262287 TCPM(ExtDielectricCoat/Laminate/Tape/Wrap): N TCPM(Cathodic Prot-Faclnstallation): N TCPM(Composite Tank(Steel W/Frp Ext Laminate): N TCPMeth(Coated Tank(Steel W/ExtPolyurethaneLaminate): N TCPM(FRP Tank Or Piping(Noncorrodible)): Y TCPM(Ext Nonmetallic Jacket): N TCPMeth(Unnecessary Per Corrosion Prot Spec): N Piping Corr Prot Meth(Dielectric Coat/Laminate/Tape/Wrap): N Piping Corr Prot Method(PCPM)(Cathodic Factory Install): N PCPM(Cathodic Prot-Field Install): N PCPMethod(FRP Tank Or Piping(Noncorrodible): Y PCPM(Nonmetallic FlexPiping(Noncorrodible)): N PCPMeth(Isolated Open Area/2nd Containment): N PCPM(Dual Protected): N PCPM(Unnec Per Corrosion Prot Specialist): N Tank Corr Prot Compliance Flag: Y Piping Corr Prot Compliance Flag: Y Tank Corrosion Prot Variance: N Piping Corrosion Prot Variance: N Temp Out Of Service Compliance: Y Technical Compliance Flag: Y Tank Tested Flag: N Installation Signature Date: 04/30/1990 Compartment Records: Tank ID: 2 Tank Capacity: 10000 UST Comprt ID: 69708 UST ID: 75248 Al Number: 28653 Compartment ID: A Substance Stored1: Not reported Substance Stored2: Not reported Substance Stored3: Not reported CompartmentReleaseDetectionMethod(Vapor): N CRDM(GW Monitoring): N CRDM(Monitoring Of Secondary Cont Barrier): N CRDM(Auto Tank Gauge Test/Inv Control): Y CRD M(interstitial Monitoring SecWall/Jacket): N CRDM(Wkly Manual Gauging(Tanks<=1000 G): N CRDM(Mthly Tank Gauging(Emer Gen Tanks): N CRDM(Sir(Stat Inv Reconciliation)/Inv Control): N Pi ping ReleaseDetection Method(PRD M)(Vapor): N PRD M(Groundwater Monitoring): N PRDM(Monitoring Sec Containment Barrier): N PRDM(InterstitialMonitoring w/in SecWall/Jacket): N PRDM(Mthly Piping Tightness Test)@.2Gph: N PRDM(AnnualPipingTightTest/ElecMon@.1Gph: Y PRDM(TriennialTightTest(Suction/GravityPiping): N PRDM AutoLineLeakDet(3.0 Gph PressPiping): Y PRDM(Sir(Statlnv Recon)/Inv Control)): N PRDM(Exempt System Suction: N Spill Overfill Prevention Equip(SOPE): Y SOPE(Spill Cont/Bucket/Sump): Y SOPE(DelShut-Off Valve)): N SOPE(FlowRestrictorValue: Y SOPE(Alarm(Set@<=90%)W/3a Or 3b: N SOPE(N/A Deliveries To Tank<=25G): N TC6492348.2s Page 118 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AMANS FOOD MART 2 (Continued) 0001262287 Compartment Release Det Compliance Flag: Y Piping Release Detection Compliance Flag): Y Spill/OverfillPreventionCompliance Flag: Y Compartment Release Detection Variance: N Piping Release Detection Variance: N Spill And Overfill Prevention Variance: N Stage I Vapor Recovery: EXEMPT BY TCEQ RULE Stage 1 Installation Date: Not reported Construction Notification: NOC ID: 25633 Facility ID: 65801 Al Number: 28653 Application Received Date: 04/17/2014 Scheduled Construction Date: 05/20/2014 UST Improvement: N UST Installation: N UST Removal: Y UST Repair: N UST Return To Service: N UST Replacement: N UST Abandonment: N UST Stage I: N AST Installation: N AST Stage I: N Historical Tracking Number: Not reported Waiver Flag: Not reported Late Filing Flag: N Form Received Date: 05/27/2014 Signature Date On Form: 05/26/2014 Signature Name On Form: KHALID KHAN Signature Company On Form: Not reported Signature Title On Form: Not reported Signature Role: Not reported Owner Name At Time Of Construction: E Z STOP INC Owner CN At Time Of Construction: CN602591844 Owner AR At Time Of Construction: 62388 General Desc Of Prop Construct: REMOVAL OF THREE LISTS WHICH ARE NOT CURRENTLY IN USE. REC'D AMENDED NOC 5-27-14 SHOWING NEW REMOVAL DATE OF 6-10-14. NOC ID: 7589 Facility ID: 65801 Al Number: 28653 Application Received Date: 09/24/2002 Scheduled Construction Date: 09/25/2002 UST Improvement: N UST Installation: N UST Removal: N UST Repair: N UST Return To Service: N UST Replacement: Y UST Abandonment: N UST Stage I: N AST Installation: N AST Stage I: N Historical Tracking Number: M20924007 TC6492348.2s Page 119 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AMANS FOOD MART 2 (Continued) 0001262287 Waiver Flag: N Late Filing Flag: Y Form Received Date: 05/27/2014 Signature Date On Form: 05/26/2014 Signature Name On Form: KHALID KHAN Signature Company On Form: Not reported Signature Title On Form: Not reported Signature Role: Not reported Owner Name At Time Of Construction: Not reported Owner CN At Time Of Construction: Not reported Owner AR At Time Of Construction: 49333 General Desc Of Prop Construct: Not reported NOC ID: 7588 Facility ID: 65801 Al Number: 28653 Application Received Date: 02/11/2005 Scheduled Construction Date: 02/09/2005 UST Improvement: Y UST Installation: N UST Removal: N UST Repair: N UST Return To Service: N UST Replacement: N UST Abandonment: N UST Stage I: N AST Installation: N AST Stage I: N Historical Tracking Number: M50211005 Waiver Flag: N Late Filing Flag: Y Form Received Date: 05/27/2014 Signature Date On Form: 05/26/2014 Signature Name On Form: KHALID KHAN Signature Company On Form: Not reported Signature Title On Form: Not reported Signature Role: Not reported Owner Name At Time Of Construction: Not reported Owner CN At Time Of Construction: Not reported Owner AR At Time Of Construction: 62388 General Desc Of Prop Construct: Not reported Contractor,Consultant and Installer: Cont/Cons/Installer ID: 60019 UST ID: Not reported NOC ID: 25633 Al Number: 28653 Type Of Contact: CONSULTANT Contractor CRP Number Or Installer ILP Number: Not reported Company Name: GEO ENVIRONMENTAL CONSULTANTS INC Representative Name: KHALID KHAN Mailing Address(Delivery): 40 LYERLY ST Mailing Address(Internal Delivery): Not reported Mailing City: HOUSTON Mailing State: TX Mailing Zip: 77022 Mailing Foreign Postal Code: Not reported TC6492348.2s Page 120 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AMANS FOOD MART 2 (Continued) 0001262287 Mailing County Code: Not reported Phone Number Country Code: 1 Phone Number Area Code: 713 Phone Number: 6954708 Phone Number Extension: Not reported Fax Number Country Code: 1 Fax Number Area Code: 713 Fax Number: 6955736 Email Address: Not reported Cont/Cons/Installer ID: 8061 UST ID: Not reported NOC ID: 7589 Al Number: 28653 Type Of Contact: CONTRACTOR Contractor CRP Number Or Installer ILP Number: CRP000821 Company Name: Not reported Representative Name: Not reported Mailing Address(Delivery): Not reported Mailing Address(Internal Delivery): Not reported Mailing City: Not reported Mailing State: Not reported Mailing Zip: Not reported Mailing Foreign Postal Code: Not reported Mailing County Code: Not reported Phone Number Country Code: 1 Phone Number Area Code: Not reported Phone Number: Not reported Phone Number Extension: Not reported Fax Number Country Code: Not reported Fax Number Area Code: Not reported Fax Number: Not reported Email Address: Not reported Cont/Cons/Installer ID: 60018 UST ID: Not reported NOC ID: 25633 Al Number: 28653 Type Of Contact: CONTRACTOR Contractor CRP Number Or Installer ILP Number: CRP001276 Company Name: GEO ENVIRONMENTAL CONSULTANTS INC Representative Name: KHALID KHAN Mailing Address(Delivery): 40 LYERLY ST Mailing Address(Internal Delivery): Not reported Mailing City: HOUSTON Mailing State: TX Mailing Zip: 77022 Mailing Foreign Postal Code: Not reported Mailing County Code: Not reported Phone Number Country Code: 1 Phone Number Area Code: 713 Phone Number: 6954710 Phone Number Extension: 0 Fax Number Country Code: Not reported Fax Number Area Code: Not reported Fax Number: Not reported Email Address: Not reported TC6492348.2s Page 121 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AMANS FOOD MART 2 (Continued) 0001262287 Facility Billing Contacts: Contact Organization Name: E Z STOP INC Contact Mailing Address(Delivery): 5014 CROSSTOWN EXPY Contact Mailing Address(Internal Delivery): Not reported Contact Mailing City/State/Zip: CORPUS CHRISTI,TX 78415 1433 Phone Number/Ext: / Contact Fax Number/Ext: / Contact Email Address: Not reported Contact Address Deliverable: Y Facility ID: 65801 Additional ID: 223469112002087 PrincID: 502417702004082 Al Number: 28653 Facility Name: AMANS FOOD MART 2 AR Number: 62388 AR UST Number Suffix: Not reported AR AST Number Suffix: U Contact Name/Title: AMAN ULLAH/ ENFORCEMENT: Name: AMANS FOOD MART 2 Address: 3245 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78404 Unique TCEQ Ref#Of Customer: CN603688367 Unique TCEQ Ref#Of Reg.Entity: RN101799344 Contact Person For The Reg. Entity: Not reported Owner/operator Of A Regulated Entity: 30 TAC Chapter 37,SubChapter I Regulated Entity Associated With An NOV:E Z STOP LLC Org Title Of The Contact Person: Not reported Investigation Num: 830326 Status Code: WITHDRAWN Status Date: 09/10/2010 Violation Tracking Num: 842,538,012,010,196.00 Physical Location: 3245 S ALAMEDA ST,CORPUS CHRISTI TX 78404 Nearest City: CORPUS CHRISTI State Location: TX Zip Location: 78404 Violation Date: 2010-10-27 00:00:00 Violation Category: Category A violations require automatic initiation of formal enforcement action when discovered.The Areas of Concern criteria do not apply to Category A violations. Nov Id: Not reported Role Code: Not reported Date Notice Of Violation Issued: Not reported Description 1: Failed to demonstrate acceptable financial assurance for taking corrective action and for compensating third parties for bodily injury and property damage caused by accidental releases arising from the operation of petroleum USTs. Description 2: Not reported Category Of The NOV: Not reported Method Of Notice Issuance: Not reported TCEQ Prog Area Monitoring Violation: WASTE TCEQ Rule#Cited For The Violation: Not reported Status Of The NOV: DAPPROVED Investigation: Not reported TC6492348.2s Page 122 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AMANS FOOD MART 2 (Continued) 0001262287 Investigation ID: 403446672010189 Regulated Entity ID: 233469102002087 Date of Notice Enforcement: 09/09/2010 Rejected: NO Type Code: ADMINORDER Date Resolved: 03/19/2011 Assessed Amount: 3500 Deferred Amount: 700 Payable Amount: 2800 Supplemental Env Project Offset Amount: Not reported TX Financial Assurance 2: Name: AMANS FOOD MART 2 Address: 3245 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78404 Region: 2 Facility ID: 65801 Finass ID: 6109 Al: 28653 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: Not reported Meets Financial Assurance Req Flag: Not reported Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 09/25/2007 Date Financial Assurance Form Rec: 11/04/2014 Issuer Name: MID-CONTINENT INS CO Issuer Phone: 1 800 7224994 Policy Number: 04TO67110 Coverage Amount: 1000000 Coverage Expiration Date: 09/27/2008 Ins Premium Pre-Paid For Entire Yr: No Proof of Financial Assurance: No Name: AMANS FOOD MART 2 Address: 3245 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78404 Region: 2 Facility ID: 65801 Finass ID: 48066 Al: 28653 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: Not reported Meets Financial Assurance Req Flag: Not reported Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 01/01/1901 Date Financial Assurance Form Rec: 11/04/2014 Issuer Name: Not reported Issuer Phone: Not reported Policy Number: Unknown Coverage Amount: 0 Coverage Expiration Date: 01/01/1901 TC6492348.2s Page 123 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AMANS FOOD MART 2 (Continued) 0001262287 Ins Premium Pre-Paid For Entire Yr: No Proof of Financial Assurance: No C13 Q MARKET LPST 0001266129 West 2702 S STAPLES ST UST N/A 1/4-1/2 CORPUS CHRISTI,TX 78404 Financial Assurance 0.463 mi. 2445 ft. Site 1 of 2 in cluster C Relative: LPST: Higher Name: DIAMOND SHAMROCK 972 Actual: Address: 2702 S STAPLES ST 33 ft. City,State,Zip: CORPUS CHRISTI,TX 78404 Facility ID: 0032968 LPST Id: 113596 Facility Location: 2702 S STAPLES TCEQ Region#and City: REGION 14-CORPUS CHRISTI Region City: CORPUS CHRISTI Discovered Date: 03/15/2007 Entered Date: 10/30/1998 Reported Date: 12/31/3000 Closure Date: 12/31/3000 Priority: 4.1-GW IMPACTED NO APPARENT THREATS OR IMPACTS TO RECEPTORS Program: 1 P-PRIVATIZATION CONTRACTOR CA Status: 6A-FINAL CONCURRENCE ISSUED Priority Description: Groundwater is affected. Status: FINAL CONCURRENCE ISSUED,CASE CLOSED Coordinators Primary: 1P/1/1P/1 Coordinators RPR: TH2 Responsible Party Name: Not reported Responsible Party Contact: SHAY WIDEMAN Responsible Party Address: PO BOX 696000 Responsible Party City,St,Zip: SAN ANTONIO,TX 78269 6000 Responsible Party Telephone: 210/592-4669 Reported Date: 12/31/3000 Case Start Date: 12/31/3000 UST: Name: Q MARKET Address: 2702 S STAPLES ST City,State,Zip: CORPUS CHRISTI,TX 784043604 Al Number: 32968 Facility Type: RETAIL Facility Begin Date: 09/01/1988 Facility Status: ACTIVE Additional ID: 159515882002087 Facility Exempt Status: N Records Off-Site: No UST Financial Assurance Required: Yes Number Of Active UST: 3 Site Location Description: Not reported Site Location(Nearest City Name): Not reported Site Location(County Name): NUECES Site Location(Tceq Region): 14 Site Location(Location Zip): 78404 Contact Name/Title: QUN CHEN FANG,MGR Contact Organization Name: Q MARKET TC6492348.2s Page 124 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number Q MARKET (Continued) 0001266129 Contact Mailing Address1: Not reported Contact Mailing Address2: Not reported Contact Mailing City/State/Zip: Not reported Contact Telephone: 3618510489 Facility Contact Address Deliverable: Not reported Contact Fax Number: Not reported Contact Email Address: Not reported Signature Date On Earliest Reg Form: 07/25/2020 Signature Name/Title On Earliest Reg Form: QUN CHEN FANG,OWNER Application Received Date On Earliest Reg Form: 07/30/2020 Signature Role On Earliest Reg Form: OWNER Signature Company On Earliest Reg Form: Not reported Enforcement Action: No Facility Not Inspectable: No Operator: PrincID: 124490092007169 Additional ID: 159515882002087 Ai Number: 32968 Operator CN: CN603199043 Operator Name: FANG&FANG MANAGEMENT INC Operator Effective Begin Date: 08/01/2006 Operator Type: CO Operator Role: OPRCON Contact Name: QUN CHEN FANG/OWNER Contact Organization Name: FANG&FANG MANAGEMENT INC Contact Mailing Address(Delivery): 2702 S STAPLES ST Contact Mailing Address(Internal Delivery): Not reported Contact Mailing City/State/Zip: CORPUS CHRISTI TX 78404-3604 Contact Phone Country Code: 1 Contact Phone Area Code: 361 Contact Phone Number: 4426689 Contact Phone Extension: 0 Contact Fax Country Code: Not reported Contact Fax Area Code: Not reported Contact Fax Number: Not reported Contact Fax Extension: Not reported Contact Email Address: Not reported Contact Address Deliverable: Not reported Owner: Owner CN: CN603199043 Owner Last Name: FANG&FANG MANAGEMENT INC Owner First Name: Not reported Owner Middle Name: Not reported Owner Type: CO Contact Mailing Address(Delivery): 2702 3 STAPLES ST Contact Mailing Address(Internal Delivery): Not reported Contact Mailing City: CORPUS CHRISTI Contact Mailing State: TX Contact Mailing Zip: 78404 Contact Mailing Zip5: 3604 Contact Phone Number/Ext: 1 361 4426689/0 Contact Fax Country Code: Not reported Contact Fax Number/Ext: / Contact Email Address: QUN.FANG@YAHOO.COM Contact Address Deliverable: Not reported TC6492348.2s Page 125 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number Q MARKET (Continued) 0001266129 PrincID: 124490092007169 Additional ID: 159515882002087 Al Number: 32968 Owner Effective Begin Date: 08/01/2006 State Tax ID: 12049224921 Contact Role: OWNCON Contact Name/Title: QUN CHEN FANG/OWNER Contact Organization Name: FANG&FANG MANAGEMENT INC Self Certification: Self Cert ID: 74356 Cert ID: 341216 Al Number: 32968 Self Certification Date: 07/25/2020 Signature Name/Title: QUN FANG OWNER Signature Type Role: OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 08/31/2021 Reporting Method: P Tank Corrosion Protection Compliance: Y Piping Corrosion Protection Compliance: Y Compartment Release Detection Compliance: Y Piping Release Detection Compliance: Y Spill Prevention/Overfill Compliance: Y Self Cert ID: 74356 Cert ID: 324369 Al Number: 32968 Self Certification Date: 07/31/2019 Signature Name/Title: QUN FANK OWNER Signature Type Role: OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 08/31/2020 Reporting Method: P Tank Corrosion Protection Compliance: Y Piping Corrosion Protection Compliance: Y Compartment Release Detection Compliance: Y Piping Release Detection Compliance: Y Spill Prevention/Overfill Compliance: Y Self Cert ID: 74356 Cert ID: 307638 Al Number: 32968 Self Certification Date: 08/12/2018 Signature Name/Title: QUN FANG OWNER Signature Type Role: OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y TC6492348.2s Page 126 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number Q MARKET (Continued) 0001266129 Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 08/31/2019 Reporting Method: P Tank Corrosion Protection Compliance: Y Piping Corrosion Protection Compliance: Y Compartment Release Detection Compliance: Y Piping Release Detection Compliance: Y Spill Prevention/Overfill Compliance: Y Self Cert ID: 74356 Cert ID: 290623 Al Number: 32968 Self Certification Date: 08/22/2017 Signature Name/Title: QUN FANG OWNER Signature Type Role: OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 08/31/2018 Reporting Method: P Tank Corrosion Protection Compliance: Y Piping Corrosion Protection Compliance: Y Compartment Release Detection Compliance: Y Piping Release Detection Compliance: Y Spill Prevention/Overfill Compliance: Y Self Cert ID: 74356 Cert ID: 274648 Al Number: 32968 Self Certification Date: 07/12/2016 Signature Name/Title: QUN FANG OWNER Signature Type Role: OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 08/31/2017 Reporting Method: P Tank Corrosion Protection Compliance: Y Piping Corrosion Protection Compliance: Y Compartment Release Detection Compliance: Y Piping Release Detection Compliance: Y Spill Prevention/Overfill Compliance: Y Self Cert ID: 74356 Cert ID: 256995 Al Number: 32968 Self Certification Date: 08/15/2015 Signature Name/Title: QUN FANG OWNER Signature Type Role: OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y TC6492348.2s Page 127 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number Q MARKET (Continued) 0001266129 Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 08/31/2016 Reporting Method: P Tank Corrosion Protection Compliance: Y Piping Corrosion Protection Compliance: Y Compartment Release Detection Compliance: Y Piping Release Detection Compliance: Y Spill Prevention/Overfill Compliance: Y Self Cert ID: 74356 Cert ID: 240765 Al Number: 32968 Self Certification Date: 07/16/2014 Signature Name/Title: QUN CHEN FANG OWNER Signature Type Role: OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 08/31/2015 Reporting Method: P Tank Corrosion Protection Compliance: Y Piping Corrosion Protection Compliance: Y Compartment Release Detection Compliance: Y Piping Release Detection Compliance: Y Spill Prevention/Overfill Compliance: Y Self Cert ID: 74356 Cert ID: 224164 Al Number: 32968 Self Certification Date: 08/25/2013 Signature Name/Title: QUN CHEN FANG OWNER Signature Type Role: OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 08/31/2014 Reporting Method: P Tank Corrosion Protection Compliance: Y Piping Corrosion Protection Compliance: Y Compartment Release Detection Compliance: N Piping Release Detection Compliance: Y Spill Prevention/Overfill Compliance: Y Self Cert ID: 74356 Cert ID: 108066 Al Number: 32968 Self Certification Date: 08/21/2012 Signature Name/Title: QUN CHEN FANG PRES Signature Type Role: OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y TC6492348.2s Page 128 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number Q MARKET (Continued) 0001266129 Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 08/31/2013 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 74356 Cert ID: 108065 Al Number: 32968 Self Certification Date: 07/28/2011 Signature Name/Title: QUN CHEN FANG OWNER Signature Type Role: OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 08/31/2012 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 74356 Cert ID: 108064 Al Number: 32968 Self Certification Date: 07/09/2010 Signature Name/Title: QUN CHEN FANG OWNER/OPER Signature Type Role: OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 08/31/2011 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 74356 Cert ID: 108063 Al Number: 32968 Self Certification Date: 07/13/2009 Signature Name/Title: QUN CHEN FANG OWNER Signature Type Role: OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y TC6492348.2s Page 129 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number Q MARKET (Continued) 0001266129 Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 08/31/2010 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 74356 Cert ID: 108062 Al Number: 32968 Self Certification Date: 07/18/2008 Signature Name/Title: QUN CHENFANG OWNER/OPER Signature Type Role: OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 08/31/2009 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 74356 Cert ID: 108061 Al Number: 32968 Self Certification Date: 08/15/2007 Signature Name/Title: QUN CHEN FANG OWNER Signature Type Role: OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 08/31/2008 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 74356 Cert ID: 108060 Al Number: 32968 Self Certification Date: 08/15/2006 Signature Name/Title: QUN CHEN FANG OWNER Signature Type Role: OWNER Filing Status: INITIAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y TC6492348.2s Page 130 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number Q MARKET (Continued) 0001266129 Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 08/31/2007 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 74356 Cert ID: 108059 Al Number: 32968 Self Certification Date: 01/21/2006 Signature Name/Title: INTIKHAB A BUTT OWNER Signature Type Role: OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 03/31/2007 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 74356 Cert ID: 108058 Al Number: 32968 Self Certification Date: 01/20/2006 Signature Name/Title: INTIKHAB A BUTT OWNER Signature Type Role: OWNER Filing Status: INITIAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 03/31/2006 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 74356 Cert ID: 108057 Al Number: 32968 Self Certification Date: 11/01/2004 Signature Name/Title: JAE YOUNG LEE OWNER Signature Type Role: OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y TC6492348.2s Page 131 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number Q MARKET (Continued) 0001266129 Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 01/31/2006 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 74356 Cert ID: 108056 Al Number: 32968 Self Certification Date: 10/31/2004 Signature Name/Title: JAE YOUNG LEE OWNER Signature Type Role: OWNER Filing Status: INITIAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 01/31/2005 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 74356 Cert ID: 108055 Al Number: 32968 Self Certification Date: 01/18/2001 Signature Name/Title: PETER OTTO PRESIDENT Signature Type Role: LEGAL AUTH REP OWNER Filing Status: INITIAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 08/31/2002 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Tank: Install Date: 01/01/1975 Tank Registration Date: 05/08/1986 Number of Compartments: 1 Tank Capacity: 12000 Tank Singlewall: Y Tank Doublewall: N Pipe Type: P UST ID: 86779 TC6492348.2s Page 132 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number Q MARKET (Continued) 0001266129 Facility ID: 74356 Ai Number: 32968 Tank Id: 1 Tank Status(Current): IN USE Tank Status Date: 01/01/1975 Empty: N Tank Regulatory Status: FULLY REGULATED Tank Int Prot(Internal Tank Lining Date): Not reported Piping Design(Single Wall): Y Piping Design(Double Wall): N Tank Ext Cont(Fac-Built Nonmetallic Jacket): N Tank Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Tank Ext Cont(Tank Vault/Rigid Trench Liner): N Piping Ext Cont(Fac-Built Nonmetallic Jacket): N Piping Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Piping Ext Cont(Tank Vault/Rigid Trench Liner): N Tank Material(Steel): N Tank Material(Frp(Fi berglass-Reinforced Plastic): N Tank Mat(Composite(Steel W/Ext Frp Cladding)): Y Tank Mat(Concrete): N Tank Mat(Jacketed(Steel W/Ext Nonmetallic Jck)): N Tank Mat(Coated(Steel W/ExtPolyurethane Cladding)): N Piping Material(Steel): N Piping Mat(Frp(Fiberglass Reinforced Plastic): Y Piping Mat(Concrete): N Piping Mat(Jacketed(Steel W/Ext Nonmetallic Jacket)): N Piping Mat(Nonmetallic Flex Piping): N PipingConnect/Valves(Shear/Impact Valves(Under Disp)): N Piping Connect/Valves(Steel Swing-Joints(End Of Piping)): N Piping Connect/Valves(Flex Connectors(Ends Of Piping)): N Tank Corr Prot Meth(TCPM)(Cathodic-Field Installation): Y TCPM(ExtDielectricCoat/Laminate/Tape/Wrap): N TCPM(Cathodic Prot-Faclnstallation): N TCPM(Composite Tank(Steel W/Frp Ext Laminate): N TCPMeth(Coated Tank(Steel W/ExtPolyurethaneLaminate): N TCPM(FRP Tank Or Piping(Noncorrodible)): N TCPM(Ext Nonmetallic Jacket): N TCPMeth(Unnecessary Per Corrosion Prot Spec): N Piping Corr Prot Meth(Dielectric Coat/Laminate/Tape/Wrap): N Piping Corr Prot Method(PCPM)(Cathodic Factory Install): N PCPM(Cathodic Prot-Field Install): N PCPMethod(FRP Tank Or Piping(Noncorrodible): Y PCPM(Nonmetallic FlexPiping(Noncorrodible)): N PCPMeth(Isolated Open Area/2nd Containment): N PCPM(Dual Protected): N PCPM(Unnec Per Corrosion Prot Specialist): N Tank Corr Prot Compliance Flag: Y Piping Corr Prot Compliance Flag: Y Tank Corrosion Prot Variance: N Piping Corrosion Prot Variance: N Temp Out Of Service Compliance: N Technical Compliance Flag: N Tank Tested Flag: N Installation Signature Date: 03/14/1990 Compartment Records: Tank ID: 1 Tank Capacity: 12000 TC6492348.2s Page 133 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number Q MARKET (Continued) 0001266129 UST Comprt ID: 100036 UST ID: 86779 Al Number: 32968 Compartment ID: A Substance Stored1: GASOLINE Substance Stored2: Not reported Substance Stored3: Not reported CompartmentReleaseDetectionMethod(Vapor): N CRDM(GW Monitoring): N CRDM(Monitoring Of Secondary Cont Barrier): N CRDM(Auto Tank Gauge Test/Inv Control): N CRD M(interstitial Monitoring SecWall/Jacket): N CRDM(Wkly Manual Gauging(Tanks-1000 G): N CRDM(Mthly Tank Gauging(Emer Gen Tanks): N CRDM(Sir(Stat Inv Reconciliation)/Inv Control): Y Pi ping ReleaseDetection Method(PRD M)(Vapor): N PRD M(Groundwater Monitoring): N PRDM(Monitoring Sec Containment Barrier): N PRDM(InterstitialMonitoring w/in SecWall/Jacket): N PRDM(Mthly Piping Tightness Test)@.2Gph: N PRDM(AnnualPipingTightTest/ElecMon@.1Gph: N PRDM(TriennialTightTest(Suction/GravityPiping): N PRDM AutoLineLeakDet(3.0 Gph PressPiping): Y PRDM(Sir(Statlnv Recon)/Inv Control)): Y PRDM(Exempt System Suction: N Spill Overfill Prevention Equip(SOPE): Y SOPE(Spill Cont/Bucket/Sump): Y SOPE(DelShut-Off Valve)): Y SOPE(FlowRestrictorValue: N SOPE(Alarm(Set@-90%)W/3a Or 3b: N SOPE(N/A Deliveries To Tank-25G): N Compartment Release Det Compliance Flag: Y Piping Release Detection Compliance Flag): Y Spill/OverfillPreventionCompliance Flag: Y Compartment Release Detection Variance: N Piping Release Detection Variance: N Spill And Overfill Prevention Variance: N Stage I Vapor Recovery: EXEMPT BY TCEQ RULE Stage 1 Installation Date: Not reported More Self Certification: Self Cert ID: 12649 Cert ID: 45411 UST Comprt ID: 116889 UST ID: 26773 Al Number: 32968 Tank ID: 3 Compartment ID: A Self Cert ID: 12649 Cert ID: 45410 UST Comprt ID: 116890 UST ID: 26773 Al Number: 32968 Tank ID: 3 Compartment ID: A TC6492348.2s Page 134 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number Q MARKET (Continued) 0001266129 Self Cert ID: 12649 Cert ID: 45407 UST Comprt ID: 116891 UST ID: 26773 Al Number: 32968 Tank ID: 3 Compartment ID: A Self Cert ID: 12649 Cert ID: 45408 UST Comprt ID: 116892 UST ID: 26773 Al Number: 32968 Tank ID: 3 Compartment ID: A Self Cert ID: 12649 Cert ID: 45409 UST Comprt ID: 116893 UST ID: 26773 Al Number: 32968 Tank ID: 3 Compartment ID: A Self Cert ID: 12649 Cert ID: 320443 UST Comprt ID: 928277 UST ID: 26773 Al Number: 32968 Tank ID: 3 Compartment ID: A Self Cert ID: 12649 Cert ID: 337259 UST Comprt ID: 978594 UST ID: 26773 Al Number: 32968 Tank ID: 3 Compartment ID: A Self Cert ID: 12649 Cert ID: 305180 UST Comprt ID: 882979 UST ID: 26773 Al Number: 32968 Tank ID: 3 Compartment ID: A Self Cert ID: 12649 Cert ID: 270567 UST Comprt ID: 779392 UST ID: 26773 Al Number: 32968 Tank ID: 3 Compartment ID: A Self Cert ID: 12649 TC6492348.2s Page 135 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number Q MARKET (Continued) 0001266129 Cert ID: 287098 UST Comprt ID: 828644 UST ID: 26773 Al Number: 32968 Tank ID: 3 Compartment ID: A Self Cert ID: 12649 Cert ID: 237312 UST Comprt ID: 681483 UST ID: 26773 Al Number: 32968 Tank ID: 3 Compartment ID: A Self Cert ID: 12649 Cert ID: 254222 UST Comprt ID: 730979 UST ID: 26773 Al Number: 32968 Tank ID: 3 Compartment ID: A Self Cert ID: 12649 Cert ID: 220478 UST Comprt ID: 632033 UST ID: 26773 Al Number: 32968 Tank ID: 3 Compartment ID: A Self Cert ID: 12649 Cert ID: 45419 UST Comprt ID: 116885 UST ID: 26773 Al Number: 32968 Tank ID: 3 Compartment ID: A Self Cert ID: 12649 Cert ID: 45418 UST Comprt ID: 116886 UST ID: 26773 Al Number: 32968 Tank ID: 3 Compartment ID: A Self Cert ID: 12649 Cert ID: 45417 UST Comprt ID: 116887 UST ID: 26773 Al Number: 32968 Tank ID: 3 Compartment ID: A Self Cert ID: 12649 Cert ID: 45416 TC6492348.2s Page 136 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number Q MARKET (Continued) 0001266129 UST Comprt ID: 116888 UST ID: 26773 Al Number: 32968 Tank ID: 3 Compartment ID: A Install Date: 01/01/1975 Tank Registration Date: 05/08/1986 Number of Compartments: 1 Tank Capacity: 12000 Tank Singlewall: Y Tank Doublewall: N Pipe Type: P UST ID: 86781 Facility ID: 74356 Ai Number: 32968 Tank Id: 2 Tank Status(Current): IN USE Tank Status Date: 01/01/1975 Empty: N Tank Regulatory Status: FULLY REGULATED Tank Int Prot(Internal Tank Lining Date): Not reported Piping Design(Single Wall): Y Piping Design(Double Wall): N Tank Ext Cont(Fac-Built Nonmetallic Jacket): N Tank Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Tank Ext Cont(Tank Vault/Rigid Trench Liner): N Piping Ext Cont(Fac-Built Nonmetallic Jacket): N Piping Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Piping Ext Cont(Tank Vault/Rigid Trench Liner): N Tank Material(Steel): N Tank Material(Frp(Fi berglass-Reinforced Plastic): N Tank Mat(Composite(Steel W/Ext Frp Cladding)): Y Tank Mat(Concrete): N Tank Mat(Jacketed(Steel W/Ext Nonmetallic Jck)): N Tank Mat(Coated(Steel W/ExtPolyurethane Cladding)): N Piping Material(Steel): N Piping Mat(Frp(Fiberglass Reinforced Plastic): Y Piping Mat(Concrete): N Piping Mat(Jacketed(Steel W/Ext Nonmetallic Jacket)): N Piping Mat(Nonmetallic Flex Piping): N PipingConnect/Valves(Shear/Impact Valves(Under Disp)): N Piping Connect/Valves(Steel Swing-Joints(End Of Piping)): N Piping Connect/Valves(Flex Connectors(Ends Of Piping)): N Tank Corr Prot Meth(TCPM)(Cathodic-Field Installation): Y TCPM(ExtDielectricCoat/Laminate/Ta pe/Wrap): N TCPM(Cathodic Prot-Faclnstallation): N TCPM(Composite Tank(Steel W/Frp Ext Laminate): N TCPMeth(Coated Tank(Steel W/ExtPolyurethaneLaminate): N TCPM(FRP Tank Or Piping(Noncorrodible)): N TCPM(Ext Nonmetallic Jacket): N TCPMeth(Unnecessary Per Corrosion Prot Spec): N Piping Corr Prot Meth(Dielectric Coat/Laminate/Tape/Wrap): N Piping Corr Prot Method(PCPM)(Cathodic Factory Install): N PCPM(Cathodic Prot-Field Install): N PCPMethod(FRP Tank Or Piping(Noncorrodible): Y TC6492348.2s Page 137 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number Q MARKET (Continued) 0001266129 PCPM(Nonmetallic FlexPiping(Noncorrodible)): N PCPMeth(Isolated Open Area/2nd Containment): N PCPM(Dual Protected): N PCPM(Unnec Per Corrosion Prot Specialist): N Tank Corr Prot Compliance Flag: Y Piping Corr Prot Compliance Flag: Y Tank Corrosion Prot Variance: N Piping Corrosion Prot Variance: N Temp Out Of Service Compliance: N Technical Compliance Flag: N Tank Tested Flag: N Installation Signature Date: 03/14/1990 Compartment Records: Tank ID: 2 Tank Capacity: 12000 UST Comprt ID: 100038 UST ID: 86781 Al Number: 32968 Compartment ID: A Substance Storedl: GASOLINE Substance Stored2: Not reported Substance Stored3: Not reported CompartmentReleaseDetectionMethod(Vapor): N CRDM(GW Monitoring): N CRDM(Monitoring Of Secondary Cont Barrier): N CRDM(Auto Tank Gauge Test/Inv Control): N CRD M(interstitial Monitoring SecWall/Jacket): N CRDM(Wkly Manual Gauging(Tanks-1000 G): N CRDM(Mthly Tank Gauging(Emer Gen Tanks): N CRDM(Sir(Stat Inv Reconciliation)/Inv Control): Y PipingReleaseDetectionMethod(PRDM)(Vapor): N PRD M(Groundwater Monitoring): N PRDM(Monitoring Sec Containment Barrier): N PRDM(InterstitialMonitoring w/in SecWall/Jacket): N PRDM(Mthly Piping Tightness Test)@.2Gph: N PRDM(AnnualPipingTightTest/ElecMon@.1Gph: N PRDM(TriennialTightTest(Suction/GravityPiping): N PRDM AutoLineLeakDet(3.0 Gph PressPiping): Y PRDM(Sir(Statlnv Recon)/Inv Control)): Y PRDM(Exempt System Suction: N Spill Overfill Prevention Equip(SOPE): Y SOPE(Spill Cont/Bucket/Sump): Y SOPE(DelShut-Off Valve)): Y SOPE(FlowRestrictorValue: N SOPE(Alarm(Set@<=90%)W/3a Or 3b: N SOPE(N/A Deliveries To Tank-25G): N Compartment Release Det Compliance Flag: Y Piping Release Detection Compliance Flag): Y Spill/OverfillPreventionCompliance Flag: Y Compartment Release Detection Variance: N Piping Release Detection Variance: N Spill And Overfill Prevention Variance: N Stage I Vapor Recovery: EXEMPT BY TCEQ RULE Stage 1 Installation Date: Not reported More Self Certification: TC6492348.2s Page 138 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number Q MARKET (Continued) 0001266129 Self Cert ID: 12649 Cert ID: 45411 UST Comprt ID: 116889 UST ID: 26773 Al Number: 32968 Tank ID: 3 Compartment ID: A Self Cert ID: 12649 Cert ID: 45410 UST Comprt ID: 116890 UST ID: 26773 Al Number: 32968 Tank ID: 3 Compartment ID: A Self Cert ID: 12649 Cert ID: 45407 UST Comprt ID: 116891 UST ID: 26773 Al Number: 32968 Tank ID: 3 Compartment ID: A Self Cert ID: 12649 Cert ID: 45408 UST Comprt ID: 116892 UST ID: 26773 Al Number: 32968 Tank ID: 3 Compartment ID: A Self Cert ID: 12649 Cert ID: 45409 UST Comprt ID: 116893 UST ID: 26773 Al Number: 32968 Tank ID: 3 Compartment ID: A Self Cert ID: 12649 Cert ID: 320443 UST Comprt ID: 928277 UST ID: 26773 Al Number: 32968 Tank ID: 3 Compartment ID: A Self Cert ID: 12649 Cert ID: 337259 UST Comprt ID: 978594 UST ID: 26773 Al Number: 32968 Tank ID: 3 Compartment ID: A Self Cert ID: 12649 TC6492348.2s Page 139 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number Q MARKET (Continued) 0001266129 Cert ID: 305180 UST Comprt ID: 882979 UST ID: 26773 Al Number: 32968 Tank ID: 3 Compartment ID: A Self Cert ID: 12649 Cert ID: 270567 UST Comprt ID: 779392 UST ID: 26773 Al Number: 32968 Tank ID: 3 Compartment ID: A Self Cert ID: 12649 Cert ID: 287098 UST Comprt ID: 828644 UST ID: 26773 Al Number: 32968 Tank ID: 3 Compartment ID: A Self Cert ID: 12649 Cert ID: 237312 UST Comprt ID: 681483 UST ID: 26773 Al Number: 32968 Tank ID: 3 Compartment ID: A Self Cert ID: 12649 Cert ID: 254222 UST Comprt ID: 730979 UST ID: 26773 Al Number: 32968 Tank ID: 3 Compartment ID: A Self Cert ID: 12649 Cert ID: 220478 UST Comprt ID: 632033 UST ID: 26773 Al Number: 32968 Tank ID: 3 Compartment ID: A Self Cert ID: 12649 Cert ID: 45419 UST Comprt ID: 116885 UST ID: 26773 Al Number: 32968 Tank ID: 3 Compartment ID: A Self Cert ID: 12649 Cert ID: 45418 TC6492348.2s Page 140 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number Q MARKET (Continued) 0001266129 UST Comprt ID: 116886 UST ID: 26773 Al Number: 32968 Tank ID: 3 Compartment ID: A Self Cert ID: 12649 Cert ID: 45417 UST Comprt ID: 116887 UST ID: 26773 Al Number: 32968 Tank ID: 3 Compartment ID: A Self Cert ID: 12649 Cert ID: 45416 UST Comprt ID: 116888 UST ID: 26773 Al Number: 32968 Tank ID: 3 Compartment ID: A Install Date: 01/01/1975 Tank Registration Date: 05/08/1986 Number of Compartments: 1 Tank Capacity: 12000 Tank Singlewall: Y Tank Doublewall: N Pipe Type: P UST ID: 86780 Facility ID: 74356 Ai Number: 32968 Tank Id: 3 Tank Status(Current): IN USE Tank Status Date: 01/01/1975 Empty: N Tank Regulatory Status: FULLY REGULATED Tank Int Prot(Internal Tank Lining Date): Not reported Piping Design(Single Wall): Y Piping Design(Double Wall): N Tank Ext Cont(Fac-Built Nonmetallic Jacket): N Tank Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Tank Ext Cont(Tank Vault/Rigid Trench Liner): N Piping Ext Cont(Fac-Built Nonmetallic Jacket): N Piping Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Piping Ext Cont(Tank Vault/Rigid Trench Liner): N Tank Material(Steel): N Tank Material(Frp(Fi berglass-Reinforced Plastic): N Tank Mat(Composite(Steel W/Ext Frp Cladding)): Y Tank Mat(Concrete): N Tank Mat(Jacketed(Steel W/Ext Nonmetallic Jck)): N Tank Mat(Coated(Steel W/ExtPolyurethane Cladding)): N Piping Material(Steel): N Piping Mat(Frp(Fiberglass Reinforced Plastic): Y Piping Mat(Concrete): N Piping Mat(Jacketed(Steel W/Ext Nonmetallic Jacket)): N TC6492348.2s Page 141 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number Q MARKET (Continued) 0001266129 Piping Mat(Nonmetallic Flex Piping): N PipingConnect/Valves(Shear/Impact Valves(Under Disp)): N Piping Connect/Valves(Steel Swing-Joints(End Of Piping)): N Piping Connect/Valves(Flex Connectors(Ends Of Piping)): N Tank Corr Prot Meth(TCPM)(Cathodic-Field Installation): Y TCPM(ExtDielectricCoat/Laminate/Tape/Wrap): N TCPM(Cathodic Prot-Faclnstallation): N TCPM(Composite Tank(Steel W/Frp Ext Laminate): N TCPMeth(Coated Tank(Steel W/ExtPolyurethaneLaminate): N TCPM(FRP Tank Or Piping(Noncorrodible)): N TCPM(Ext Nonmetallic Jacket): N TCPMeth(Unnecessary Per Corrosion Prot Spec): N Piping Corr Prot Meth(Dielectric Coat/Laminate/Tape/Wrap): N Piping Corr Prot Method(PCPM)(Cathodic Factory Install): N PCPM(Cathodic Prot-Field Install): N PCPMethod(FRP Tank Or Piping(Noncorrodible): Y PCPM(Nonmetallic FlexPiping(Noncorrodible)): N PCPMeth(Isolated Open Area/2nd Containment): N PCPM(Dual Protected): N PCPM(Unnec Per Corrosion Prot Specialist): N Tank Corr Prot Compliance Flag: Y Piping Corr Prot Compliance Flag: Y Tank Corrosion Prot Variance: N Piping Corrosion Prot Variance: N Temp Out Of Service Compliance: N Technical Compliance Flag: N Tank Tested Flag: N Installation Signature Date: 03/14/1990 Compartment Records: Tank ID: 3 Tank Capacity: 12000 UST Comprt ID: 100037 UST ID: 86780 Al Number: 32968 Compartment ID: A Substance Stored1: GASOLINE Substance Stored2: Not reported Substance Stored3: Not reported CompartmentReleaseDetectionMethod(Vapor): N CRDM(GW Monitoring): N CRDM(Monitoring Of Secondary Cont Barrier): N CRDM(Auto Tank Gauge Test/Inv Control): N CRD M(interstitial Monitoring SecWall/Jacket): N CRDM(Wkly Manual Gauging(Tanks-1000 G): N CRDM(Mthly Tank Gauging(Emer Gen Tanks): N CRDM(Sir(Stat Inv Reconciliation)/Inv Control): Y PipingReleaseDetectionMethod(PRDM)(Vapor): N PRD M(Groundwater Monitoring): N PRDM(Monitoring Sec Containment Barrier): N PRDM(InterstitialMonitoring w/in SecWall/Jacket): N PRDM(Mthly Piping Tightness Test)@.2Gph: N PRDM(AnnualPipingTightTest/ElecMon@.1Gph: N PRDM(TriennialTightTest(Suction/GravityPiping): N PRDM AutoLineLeakDet(3.0 Gph PressPiping): Y PRDM(Sir(Statlnv Recon)/Inv Control)): Y PRDM(Exempt System Suction: N Spill Overfill Prevention Equip(SOPE): Y TC6492348.2s Page 142 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number Q MARKET (Continued) 0001266129 SOPE(Spill Cont/Bucket/Sump): Y SOPE(DelShut-Off Valve)): Y SOPE(FlowRestrictorValue: N SOPE(Alarm(Set@-90%)W/3a Or 3b: N SOPE(N/A Deliveries To Tank-25G): N Compartment Release Det Compliance Flag: Y Piping Release Detection Compliance Flag): Y Spill/OverfillPreventionCompliance Flag: Y Compartment Release Detection Variance: N Piping Release Detection Variance: N Spill And Overfill Prevention Variance: N Stage I Vapor Recovery: EXEMPT BY TCEQ RULE Stage 1 Installation Date: Not reported More Self Certification: Self Cert ID: 12649 Cert ID: 45411 UST Comprt ID: 116889 UST ID: 26773 Al Number: 32968 Tank ID: 3 Compartment ID: A Self Cert ID: 12649 Cert ID: 45410 UST Comprt ID: 116890 UST ID: 26773 Al Number: 32968 Tank ID: 3 Compartment ID: A Self Cert ID: 12649 Cert ID: 45407 UST Comprt ID: 116891 UST ID: 26773 Al Number: 32968 Tank ID: 3 Compartment ID: A Self Cert ID: 12649 Cert ID: 45408 UST Comprt ID: 116892 UST ID: 26773 Al Number: 32968 Tank ID: 3 Compartment ID: A Self Cert ID: 12649 Cert ID: 45409 UST Comprt ID: 116893 UST ID: 26773 Al Number: 32968 Tank ID: 3 Compartment ID: A Self Cert ID: 12649 Cert ID: 320443 TC6492348.2s Page 143 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number Q MARKET (Continued) 0001266129 UST Comprt ID: 928277 UST ID: 26773 Al Number: 32968 Tank ID: 3 Compartment ID: A Self Cert ID: 12649 Cert ID: 337259 UST Comprt ID: 978594 UST ID: 26773 Al Number: 32968 Tank ID: 3 Compartment ID: A Self Cert ID: 12649 Cert ID: 305180 UST Comprt ID: 882979 UST ID: 26773 Al Number: 32968 Tank ID: 3 Compartment ID: A Self Cert ID: 12649 Cert ID: 270567 UST Comprt ID: 779392 UST ID: 26773 Al Number: 32968 Tank ID: 3 Compartment ID: A Self Cert ID: 12649 Cert ID: 287098 UST Comprt ID: 828644 UST ID: 26773 Al Number: 32968 Tank ID: 3 Compartment ID: A Self Cert ID: 12649 Cert ID: 237312 UST Comprt ID: 681483 UST ID: 26773 Al Number: 32968 Tank ID: 3 Compartment ID: A Self Cert ID: 12649 Cert ID: 254222 UST Comprt ID: 730979 UST ID: 26773 Al Number: 32968 Tank ID: 3 Compartment ID: A Self Cert ID: 12649 Cert ID: 220478 UST Comprt ID: 632033 TC6492348.2s Page 144 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number Q MARKET (Continued) 0001266129 UST ID: 26773 Al Number: 32968 Tank ID: 3 Compartment ID: A Self Cert ID: 12649 Cert ID: 45419 UST Comprt ID: 116885 UST ID: 26773 Al Number: 32968 Tank ID: 3 Compartment ID: A Self Cert ID: 12649 Cert ID: 45418 UST ComprtlD: 116886 UST ID: 26773 Al Number: 32968 Tank ID: 3 Compartment ID: A Self Cert ID: 12649 Cert ID: 45417 UST ComprtlD: 116887 UST ID: 26773 Al Number: 32968 Tank ID: 3 Compartment ID: A Self Cert ID: 12649 Cert ID: 45416 UST ComprtlD: 116888 UST ID: 26773 Al Number: 32968 Tank ID: 3 Compartment ID: A Construction Notification: NOC ID: 33068 Facility ID: 74356 Al Number: 32968 Application Received Date: 06/01/2018 Scheduled Construction Date: 06/01/2018 UST Improvement: N UST Installation: N UST Removal: N UST Repair: Y UST Return To Service: N UST Replacement: N UST Abandonment: N UST Stage I: N AST Installation: N AST Stage I: N Historical Tracking Number: Not reported Waiver Flag: Y Late Filing Flag: N TC6492348.2s Page 145 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number Q MARKET (Continued) 0001266129 Form Received Date: 06/01/2018 Signature Date On Form: 05/30/2018 Signature Name On Form: LISA M GALAWAY Signature Company On Form: Not reported Signature Title On Form: ADMIN Signature Role: Not reported Owner Name At Time Of Construction: FANG&FANG MANAGEMENT INC Owner CN At Time Of Construction: CN603199043 Owner AR At Time Of Construction: 66208 General Desc Of Prop Construct: '30 DAY WAIVER REQUESTED*INSTALL OF NEW ANODE FOR SUPER TANK NOC ID: 28179 Facility ID: 74356 Al Number: 32968 Application Received Date: 09/10/2015 Scheduled Construction Date: 09/10/2015 UST Improvement: N UST Installation: N UST Removal: N UST Repair: Y UST Return To Service: N UST Replacement: N UST Abandonment: N UST Stage I: N AST Installation: N AST Stage I: N Historical Tracking Number: Not reported Waiver Flag: Not reported Late Filing Flag: Y Form Received Date: 06/01/2018 Signature Date On Form: 05/30/2018 Signature Name On Form: LISA M GALAWAY Signature Company On Form: Not reported Signature Title On Form: ADMIN Signature Role: Not reported Owner Name At Time Of Construction: FANG&FANG MANAGEMENT INC Owner CN At Time Of Construction: CN603199043 Owner AR At Time Of Construction: 66208 General Desc Of Prop Construct: REPAIR VENT LINE-REQUEST 30 DAY WAIVER NOC ID: 10715 Facility ID: 74356 Al Number: 32968 Application Received Date: 08/16/2004 Scheduled Construction Date: 09/20/2004 UST Improvement: Y UST Installation: N UST Removal: N UST Repair: N UST Return To Service: N UST Replacement: N UST Abandonment: N UST Stage I: N AST Installation: N AST Stage I: N Historical Tracking Number: M40816006 Waiver Flag: N TC6492348.2s Page 146 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number Q MARKET (Continued) 0001266129 Late Filing Flag: N Form Received Date: 06/01/2018 Signature Date On Form: 05/30/2018 Signature Name On Form: LISA M GALAWAY Signature Company On Form: Not reported Signature Title On Form: ADMIN Signature Role: Not reported Owner Name At Time Of Construction: Not reported Owner CN At Time Of Construction: Not reported Owner AR At Time Of Construction: 62721 General Desc Of Prop Construct: Not reported NOC ID: 10714 Facility ID: 74356 Al Number: 32968 Application Received Date: 05/01/2000 Scheduled Construction Date: 05/31/2000 UST Improvement: Y UST Installation: N UST Removal: N UST Repair: N UST Return To Service: N UST Replacement: N UST Abandonment: N UST Stage I: N AST Installation: N AST Stage I: N Historical Tracking Number: M00501025 Waiver Flag: N Late Filing Flag: N Form Received Date: 06/01/2018 Signature Date On Form: 05/30/2018 Signature Name On Form: LISA M GALAWAY Signature Company On Form: Not reported Signature Title On Form: ADMIN Signature Role: Not reported Owner Name At Time Of Construction: Not reported Owner CN At Time Of Construction: Not reported Owner AR At Time Of Construction: 66208 General Desc Of Prop Construct: Not reported Contractor,Consultant and Installer: Cont/Cons/Installer ID: 78362 UST ID: Not reported NOC ID: 33068 Al Number: 32968 Type Of Contact: CONTRACTOR Contractor CRP Number Or Installer ILP Number: CRPO01284 Company Name: R&R PETRO SERVICES INC Representative Name: ROBERT B HOWE Mailing Address(Delivery): 5729 LEOPARD ST BLDG 3 Mailing Address(Internal Delivery): Not reported Mailing City: CORPUS CHRISTI Mailing State: TX Mailing Zip: 78408 Mailing Foreign Postal Code: Not reported Mailing County Code: Not reported TC6492348.2s Page 147 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number Q MARKET (Continued) 0001266129 Phone Number Country Code: 0 Phone Number Area Code: 361 Phone Number: 2897730 Phone Number Extension: 0 Fax Number Country Code: 1 Fax Number Area Code: 361 Fax Number: 2897289 Email Address: RRPETRO@SBCGLOBAL.NET Cont/Cons/Installer ID: 66212 UST ID: Not reported NOC ID: 28179 Al Number: 32968 Type Of Contact: CONTRACTOR Contractor CRP Number Or Installer ILP Number: Not reported Company Name: PETROLEUM SOLUTIONS INC Representative Name: MARK BARRON Mailing Address(Delivery): PO BOX 2346 Mailing Address(Internal Delivery): Not reported Mailing City: MCALLEN Mailing State: TX Mailing Zip: 78502 Mailing Foreign Postal Code: Not reported Mailing County Code: Not reported Phone Number Country Code: 1 Phone Number Area Code: 956 Phone Number: 6869582 Phone Number Extension: Not reported Fax Number Country Code: 1 Fax Number Area Code: 956 Fax Number: 6860070 Email Address: Not reported Cont/Cons/Installer ID: 11576 UST ID: Not reported NOC ID: 10715 Al Number: 32968 Type Of Contact: CONTRACTOR Contractor CRP Number Or Installer ILP Number: CRP000821 Company Name: Not reported Representative Name: Not reported Mailing Address(Delivery): Not reported Mailing Address(Internal Delivery): Not reported Mailing City: Not reported Mailing State: Not reported Mailing Zip: Not reported Mailing Foreign Postal Code: Not reported Mailing County Code: Not reported Phone Number Country Code: 1 Phone Number Area Code: Not reported Phone Number: Not reported Phone Number Extension: Not reported Fax Number Country Code: Not reported Fax Number Area Code: Not reported Fax Number: Not reported Email Address: Not reported TC6492348.2s Page 148 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number Q MARKET (Continued) 0001266129 Cont/Cons/Installer ID: 11575 UST ID: Not reported NOC ID: 10714 Al Number: 32968 Type Of Contact: CONTRACTOR Contractor CRP Number Or Installer ILP Number: CRPO00764 Company Name: Not reported Representative Name: Not reported Mailing Address(Delivery): Not reported Mailing Address(Internal Delivery): Not reported Mailing City: Not reported Mailing State: Not reported Mailing Zip: Not reported Mailing Foreign Postal Code: Not reported Mailing County Code: Not reported Phone Number Country Code: 1 Phone Number Area Code: Not reported Phone Number: Not reported Phone Number Extension: Not reported Fax Number Country Code: Not reported Fax Number Area Code: Not reported Fax Number: Not reported Email Address: Not reported Cont/Cons/Installer ID: 66213 UST ID: Not reported NOC ID: 28179 Al Number: 32968 Type Of Contact: INSTALLER Contractor CRP Number Or Installer ILP Number: Not reported Company Name: Not reported Representative Name: MARK BARRON Mailing Address(Delivery): Not reported Mailing Address(Internal Delivery): Not reported Mailing City: Not reported Mailing State: Not reported Mailing Zip: Not reported Mailing Foreign Postal Code: Not reported Mailing County Code: Not reported Phone Number Country Code: Not reported Phone Number Area Code: Not reported Phone Number: Not reported Phone Number Extension: Not reported Fax Number Country Code: Not reported Fax Number Area Code: Not reported Fax Number: Not reported Email Address: Not reported Facility Billing Contacts: Contact Organization Name: FANG&FANG MANAGEMENT INC Contact Mailing Address(Delivery): 2702 S STAPLES ST Contact Mailing Address(Internal Delivery): Not reported Contact Mailing City/State/Zip: CORPUS CHRISTI,TX 78404 3604 Phone Number/Ext: / Contact Fax Number/Ext: / Contact Email Address: Not reported Contact Address Deliverable: Y TC6492348.2s Page 149 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number Q MARKET (Continued) 0001266129 Facility ID: 74356 Additional ID: 159515882002087 PrincID: 124490092007169 Al Number: 32968 Facility Name: Q MARKET AR Number: 66208 AR UST Number Suffix: Not reported AR AST Number Suffix: U Contact Name/Title: OLIN CHEN FANG/ TX Financial Assurance 2: Name: Q MARKET Address: 2702 S STAPLES ST City,State,Zip: CORPUS CHRISTI,TX 78404 Region: 2 Facility ID: 74356 Finass ID: 235872 Al: 32968 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: 1,000,000 Meets Financial Assurance Req Flag: Y Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 08/15/2020 Date Financial Assurance Form Rec: 07/30/2020 Issuer Name: MID-CONTINENT INS CO Issuer Phone: 1 800 7224994 Policy Number: 04-TOP-000012398 Coverage Amount: 1,000,000 Coverage Expiration Date: 08/15/2021 Ins Premium Pre-Paid For Entire Yr: Yes Proof of Financial Assurance: Yes Name: Q MARKET Address: 2702 S STAPLES ST City,State,Zip: CORPUS CHRISTI,TX 78404 Region: 2 Facility ID: 74356 Finass ID: 218045 Al: 32968 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: 1,000,000 Meets Financial Assurance Req Flag: Y Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 08/15/2019 Date Financial Assurance Form Rec: 07/30/2020 Issuer Name: MID-CONTINENT INS CO Issuer Phone: 1 800 7224994 Policy Number: 04-TOP-000003983 Coverage Amount: 1,000,000 Coverage Expiration Date: 08/15/2020 TC6492348.2s Page 150 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number Q MARKET (Continued) 0001266129 Ins Premium Pre-Paid For Entire Yr: Yes Proof of Financial Assurance: Yes Name: O MARKET Address: 2702 S STAPLES ST City,State,Zip: CORPUS CHRISTI,TX 78404 Region: 2 Facility ID: 74356 Finass ID: 200941 Al: 32968 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: 1,000,000 Meets Financial Assurance Req Flag: Y Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 08/16/2018 Date Financial Assurance Form Rec: 07/30/2020 Issuer Name: MID-CONTINENT INS CO Issuer Phone: 1 800 7224994 Policy Number: 04-TO-000107553 Coverage Amount: 1,000,000 Coverage Expiration Date: 08/15/2019 Ins Premium Pre-Paid For Entire Yr: Yes Proof of Financial Assurance: Yes Name: Q MARKET Address: 2702 S STAPLES ST City,State,Zip: CORPUS CHRISTI,TX 78404 Region: 2 Facility ID: 74356 Finass ID: 200942 Al: 32968 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: 1,000,000 Meets Financial Assurance Req Flag: Y Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 08/15/2018 Date Financial Assurance Form Rec: 07/30/2020 Issuer Name: MID-CONTINENT INS CO Issuer Phone: 1 800 7224994 Policy Number: 04-TO-000107553 Coverage Amount: 1,000,000 Coverage Expiration Date: 08/15/2019 Ins Premium Pre-Paid For Entire Yr: Yes Proof of Financial Assurance: Yes Name: Q MARKET Address: 2702 S STAPLES ST City,State,Zip: CORPUS CHRISTI,TX 78404 Region: 2 Facility ID: 74356 Finass ID: 183585 TC6492348.2s Page 151 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number Q MARKET (Continued) 0001266129 Al: 32968 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: 1,000,000 Meets Financial Assurance Req Flag: Y Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 08/15/2017 Date Financial Assurance Form Rec: 07/30/2020 Issuer Name: MID-CONTINENT INS CO Issuer Phone: 1 800 7224994 Policy Number: 04-TO-000103803 Coverage Amount: 1,000,000 Coverage Expiration Date: 08/15/2018 Ins Premium Pre-Paid For Entire Yr: Yes Proof of Financial Assurance: Yes Name: Q MARKET Address: 2702 S STAPLES ST City,State,Zip: CORPUS CHRISTI,TX 78404 Region: 2 Facility ID: 74356 Finass ID: 167028 Al: 32968 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: 1,000,000 Meets Financial Assurance Req Flag: Y Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 08/15/2016 Date Financial Assurance Form Rec: 07/30/2020 Issuer Name: COLONY INS CO Issuer Phone: 1 800 5776614 Policy Number: PP3641458 Coverage Amount: 1,000,000 Coverage Expiration Date: 08/15/2017 Ins Premium Pre-Paid For Entire Yr: Yes Proof of Financial Assurance: Yes Name: Q MARKET Address: 2702 S STAPLES ST City,State,Zip: CORPUS CHRISTI,TX 78404 Region: 2 Facility ID: 74356 Finass ID: 147971 Al: 32968 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: 1,000,000 Meets Financial Assurance Req Flag: Y Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 08/15/2015 TC6492348.2s Page 152 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number Q MARKET (Continued) 0001266129 Date Financial Assurance Form Rec: 07/30/2020 Issuer Name: COLONY INS CO Issuer Phone: 1 800 5776614 Policy Number: PP3641458 Coverage Amount: 1,000,000 Coverage Expiration Date: 08/15/2016 Ins Premium Pre-Paid For Entire Yr: No Proof of Financial Assurance: Yes Name: Q MARKET Address: 2702 S STAPLES ST City,State,Zip: CORPUS CHRISTI,TX 78404 Region: 2 Facility ID: 74356 Finass ID: 132109 Al: 32968 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: 1,000,000 Meets Financial Assurance Req Flag: Y Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 08/15/2014 Date Financial Assurance Form Rec: 07/30/2020 Issuer Name: COLONY INS CO Issuer Phone: 1 800 5776614 Policy Number: PP68655808 Coverage Amount: 1,000,000 Coverage Expiration Date: 08/15/2015 Ins Premium Pre-Paid For Entire Yr: No Proof of Financial Assurance: Yes Name: Q MARKET Address: 2702 S STAPLES ST City,State,Zip: CORPUS CHRISTI,TX 78404 Region: 2 Facility ID: 74356 Finass ID: 113561 Al: 32968 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: 1,000,000 Meets Financial Assurance Req Flag: Y Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 08/15/2013 Date Financial Assurance Form Rec: 07/30/2020 Issuer Name: COLONY INS CO Issuer Phone: 1 800 5776614 Policy Number: PP68655807 Coverage Amount: 1,000,000 Coverage Expiration Date: 08/15/2014 Ins Premium Pre-Paid For Entire Yr: Yes Proof of Financial Assurance: Yes TC6492348.2s Page 153 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number Q MARKET (Continued) 0001266129 Name: Q MARKET Address: 2702 S STAPLES ST City,State,Zip: CORPUS CHRISTI,TX 78404 Region: 2 Facility ID: 74356 Finass ID: 7395 Al: 32968 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: Not reported Meets Financial Assurance Req Flag: Not reported Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 08/15/2012 Date Financial Assurance Form Rec: 07/30/2020 Issuer Name: COLONY INS CO Issuer Phone: 1 804 3271700 Policy Number: PP68655806 Coverage Amount: 1,000,000 Coverage Expiration Date: 08/15/2013 Ins Premium Pre-Paid For Entire Yr: No Proof of Financial Assurance: Yes Name: Q MARKET Address: 2702 S STAPLES ST City,State,Zip: CORPUS CHRISTI,TX 78404 Region: 2 Facility ID: 74356 Finass ID: 55199 Al: 32968 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: Not reported Meets Financial Assurance Req Flag: Not reported Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 08/15/2011 Date Financial Assurance Form Rec: 07/30/2020 Issuer Name: COLONY INS CO Issuer Phone: 1 804 3271700 Policy Number: PP68655805 Coverage Amount: 1000000 Coverage Expiration Date: 08/15/2012 Ins Premium Pre-Paid For Entire Yr: No Proof of Financial Assurance: No Name: Q MARKET Address: 2702 S STAPLES ST City,State,Zip: CORPUS CHRISTI,TX 78404 Region: 2 Facility ID: 74356 Finass ID: 55200 Al: 32968 Mechanism Type Other: Not reported Multiple Mechanism Types: N TC6492348.2s Page 154 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number Q MARKET (Continued) 0001266129 Coverage Amt per Annual Aggregate: Not reported Meets Financial Assurance Req Flag: Not reported Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 08/15/2010 Date Financial Assurance Form Rec: 07/30/2020 Issuer Name: COLONY INS CO Issuer Phone: 1 804 3271700 Policy Number: PP68655804 Coverage Amount: 1000000 Coverage Expiration Date: 08/15/2011 Ins Premium Pre-Paid For Entire Yr: No Proof of Financial Assurance: No Name: Q MARKET Address: 2702 S STAPLES ST City,State,Zip: CORPUS CHRISTI,TX 78404 Region: 2 Facility ID: 74356 Finass ID: 55201 Al: 32968 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: Not reported Meets Financial Assurance Req Flag: Not reported Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 07/21/2009 Date Financial Assurance Form Rec: 07/30/2020 Issuer Name: COLONY INS CO Issuer Phone: 1 804 3271700 Policy Number: PP68655803 Coverage Amount: 1000000 Coverage Expiration Date: 08/15/2010 Ins Premium Pre-Paid For Entire Yr: No Proof of Financial Assurance: No Name: Q MARKET Address: 2702 S STAPLES ST City,State,Zip: CORPUS CHRISTI,TX 78404 Region: 2 Facility ID: 74356 Finass ID: 55202 Al: 32968 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: Not reported Meets Financial Assurance Req Flag: Not reported Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 07/21/2008 Date Financial Assurance Form Rec: 07/30/2020 Issuer Name: COLONY INS CO Issuer Phone: 1 804 3271700 TC6492348.2s Page 155 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number Q MARKET (Continued) 0001266129 Policy Number: PP68655802 Coverage Amount: 1000000 Coverage Expiration Date: 08/15/2009 Ins Premium Pre-Paid For Entire Yr: No Proof of Financial Assurance: No Name: Q MARKET Address: 2702 S STAPLES ST City,State,Zip: CORPUS CHRISTI,TX 78404 Region: 2 Facility ID: 74356 Finass ID: 55203 Al: 32968 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: Not reported Meets Financial Assurance Req Flag: Not reported Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 12/31/1992 Date Financial Assurance Form Rec: 07/30/2020 Issuer Name: Not reported Issuer Phone: Not reported Policy Number: Unknown Coverage Amount: 0 Coverage Expiration Date: 01/01/1901 Ins Premium Pre-Paid For Entire Yr: No Proof of Financial Assurance: No C14 TIMES MART 200 LPST 0001252182 WSW 2714 S STAPLES ST UST N/A 1/4-1/2 CORPUS CHRISTI,TX 78404 AIRS 0.470 mi. Financial Assurance 2482 ft. Site 2 of 2 in cluster C COMP HIST Relative: LPST: Higher Name: CIRCLE K 9431 Actual: Address: 2714 S STAPLES ST 33 ft. City,State,Zip: CORPUS CHRISTI,TX 78404 Facility ID: 0017099 LPST Id: 110149 Facility Location: 2714 S STAPLES @ LOUISIANA TCEQ Region#and City: REGION 14-CORPUS CHRISTI Region City: CORPUS CHRISTI Discovered Date: 03/15/2007 Entered Date: 01/16/1996 Reported Date: 12/08/1996 Closure Date: 12/08/1996 Priority: 4.1-GW IMPACTED NO APPARENT THREATS OR IMPACTS TO RECEPTORS Program: 1 P-PRIVATIZATION CONTRACTOR CA Status: 6A-FINAL CONCURRENCE ISSUED Priority Description: Groundwater is affected. Status: FINAL CONCURRENCE ISSUED,CASE CLOSED Coordinators Primary: 1P/1/1P/1P/1/1 Coordinators RPR: DB2 Responsible Party Name: Not reported Responsible Party Contact: CRAIG SCOTTON TC6492348.2s Page 156 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TIMES MART 200 (Continued) 0001252182 Responsible Party Address: 2935 CACTUS RD Responsible Party City,St,Zip: CORPUS CHRISTI,TX 78415 Responsible Party Telephone: 361/852-2266 Reported Date: 12/08/1996 Case Start Date: 12/08/1996 UST: Name: TIMES MART 200 Address: 2714 S STAPLES ST City,State,Zip: CORPUS CHRISTI,TX 784043604 Al Number: 17099 Facility Type: RETAIL Facility Begin Date: 08/26/1986 Facility Status: INACTIVE Additional ID: 158756782002234 Facility Exempt Status: N Records Off-Site: Yes UST Financial Assurance Required: No Number Of Active UST: 0 Site Location Description: Not reported Site Location(Nearest City Name): Not reported Site Location(County Name): NUECES Site Location(Tceq Region): 14 Site Location(Location Zip): 78404 Contact Name/Title: Contact Organization Name: TIMES MART 200 Contact Mailing Address1: Not reported Contact Mailing Address2: Not reported Contact Mailing City/State/Zip: Not reported Contact Telephone: 3618142617 Facility Contact Address Deliverable: Not reported Contact Fax Number: Not reported Contact Email Address: Not reported Signature Date On Earliest Reg Form: 03/25/1986 Signature Name/Title On Earliest Reg Form: D ESPERSON,GASOLINE FACILITIES Application Received Date On Earliest Reg Form: 05/08/1986 Signature Role On Earliest Reg Form: Not reported Signature Company On Earliest Reg Form: Not reported Enforcement Action: Not reported Facility Not Inspectable: No Operator: PrincID: 166756782002234 Additional ID: 158756782002234 Ai Number: 17099 Operator CN: CN601440472 Operator Name: SK KIM CHUN BUN KIM HAN BYON Operator Effective Begin Date: 03/05/2001 Operator Type: OR Operator Role: Not reported Contact Name: / Contact Organization Name: Not reported Contact Mailing Address(Delivery): Not reported Contact Mailing Address(Internal Delivery): Not reported Contact Mailing City/State/Zip: - Contact Phone Country Code: Not reported Contact Phone Area Code: Not reported TC6492348.2s Page 157 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TIMES MART 200 (Continued) 0001252182 Contact Phone Number: Not reported Contact Phone Extension: Not reported Contact Fax Country Code: Not reported Contact Fax Area Code: Not reported Contact Fax Number: Not reported Contact Fax Extension: Not reported Contact Email Address: Not reported Contact Address Deliverable: Not reported Owner: Owner CN: CN603242629 Owner Last Name: SUSSER PETROLEUM COMPANY LLC Owner First Name: Not reported Owner Middle Name: Not reported Owner Type: CO Contact Mailing Address(Delivery): Not reported Contact Mailing Address(Internal Delivery): Not reported Contact Mailing City: Not reported Contact Mailing State: Not reported Contact Mailing Zip: Not reported Contact Mailing Zips: Not reported Contact Phone Number/Ext: / Contact Fax Country Code: Not reported Contact Fax Number/Ext: / Contact Email Address: Not reported Contact Address Deliverable: Not reported PrincID: 923354912007257 Additional ID: 158756782002234 Al Number: 17099 Owner Effective Begin Date: 03/04/2001 State Tax ID: 17429081841 Contact Role: Not reported Contact Name/Title: / Contact Organization Name: Not reported Self Certification: Self Cert ID: 44017 Cert ID: 19710 Al Number: 17099 Self Certification Date: 05/05/2004 Signature Name/Title: ROBERT MUIR V.P FACILITIES MGMT. Signature Type Role: LEGAL AUTH REP OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 05/31/2005 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 44017 TC6492348.2s Page 158 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TIMES MART 200 (Continued) 0001252182 Cert ID: 19709 Al Number: 17099 Self Certification Date: 04/29/2003 Signature Name/Title: ROBERT MUIR V.P FACILITIES MGMT. Signature Type Role: LEGAL AUTH REP OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 05/31/2004 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 44017 Cert ID: 19708 Al Number: 17099 Self Certification Date: 04/24/2002 Signature Name/Title: RED KLUCK Signature Type Role: LEGAL AUTH REP OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 05/31/2003 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 44017 Cert ID: 19707 Al Number: 17099 Self Certification Date: 12/28/2000 Signature Name/Title: RED KLUCK ENVIR MGR Signature Type Role: LEGAL AUTH REP OWNER Filing Status: INITIAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 05/31/2002 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported TC6492348.2s Page 159 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TIMES MART 200 (Continued) 0001252182 Tank: Install Date: 01/01/1983 Tank Registration Date: 05/08/1986 Number of Compartments: 1 Tank Capacity: 8000 Tank Singlewall: Y Tank Doublewall: N Pipe Type: Not reported UST ID: 43474 Facility ID: 44017 Ai Number: 17099 Tank Id: 2 Tank Status(Current): REMOVED FROM GROUND Tank Status Date: 01/24/1996 Empty: N Tank Regulatory Status: FULLY REGULATED Tank Int Prot(Internal Tank Lining Date): Not reported Piping Design(Single Wall): Y Piping Design(Double Wall): N Tank Ext Cont(Fac-Built Nonmetallic Jacket): N Tank Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Tank Ext Cont(Tank Vault/Rigid Trench Liner): N Piping Ext Cont(Fac-Built Nonmetallic Jacket): N Piping Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Piping Ext Cont(Tank Vault/Rigid Trench Liner): N Tank Material(Steel): Y Tank Material(Frp(Fi bergl ass-Reinforced Plastic): N Tank Mat(Composite(Steel W/Ext Frp Cladding)): N Tank Mat(Concrete): N Tank Mat(Jacketed(Steel W/Ext Nonmetallic Jck)): N Tank Mat(Coated(Steel W/ExtPolyurethane Cladding)): N Piping Material(Steel): Y Piping Mat(Frp(Fiberglass Reinforced Plastic): N Piping Mat(Concrete): N Piping Mat(Jacketed(Steel W/Ext Nonmetallic Jacket)): N Piping Mat(Nonmetallic Flex Piping): N PipingConnect/Valves(Shear/Impact Valves(Under Disp)): N Piping Connect/Valves(Steel Swing-Joints(End Of Piping)): N Piping Connect/Valves(Flex Connectors(Ends Of Piping)): N Tank Corr Prot Meth(TCPM)(Cathodic-Field Installation): N TCPM(ExtDielectricCoat/Laminate/Tape/Wrap): N TCPM(Cathodic Prot-Faclnstallation): N TCPM(Composite Tank(Steel W/Frp Ext Laminate): N TCPMeth(Coated Tank(Steel W/ExtPolyurethaneLaminate): N TCPM(FRP Tank Or Piping(Noncorrodible)): N TCPM(Ext Nonmetallic Jacket): N TCPMeth(Unnecessary Per Corrosion Prot Spec): N Piping Corr Prot Meth(Dielectric Coat/Laminate/Tape/Wrap): N Piping Corr Prot Method(PCPM)(Cathodic Factory Install): N PCPM(Cathodic Prot-Field Install): N PCPMethod(FRP Tank Or Piping(Noncorrodible): N PCPM(Nonmetallic FlexPiping(Noncorrodible)): N PCPMeth(Isolated Open Area/2nd Containment): N PCPM(Dual Protected): N PCPM(Unnec Per Corrosion Prot Specialist): N Tank Corr Prot Compliance Flag: N Piping Corr Prot Compliance Flag: N TC6492348.2s Page 160 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TIMES MART 200 (Continued) 0001252182 Tank Corrosion Prot Variance: N Piping Corrosion Prot Variance: N Temp Out Of Service Compliance: N Technical Compliance Flag: N Tank Tested Flag: Y Installation Signature Date: 08/21/1991 Compartment Records: Tank ID: 2 Tank Capacity: 8000 UST Comprt ID: 17918 UST ID: 43474 Al Number: 17099 Compartment ID: A Substance Storedl: GASOLINE Substance Stored2: Not reported Substance Stored3: Not reported CompartmentReleaseDetectionMethod(Vapor): N CRDM(GW Monitoring): N CRDM(Monitoring Of Secondary Cont Barrier): N CRDM(Auto Tank Gauge Test/Inv Control): N CRD M(interstitial Monitoring SecWall/Jacket): N CRDM(Wkly Manual Gauging(Tanks-1000 G): N CRDM(Mthly Tank Gauging(Emer Gen Tanks): N CRDM(Sir(Stat Inv Reconciliation)/Inv Control): N PipingReleaseDetectionMethod(PRDM)(Vapor): N PRD M(Groundwater Monitoring): N PRDM(Monitoring Sec Containment Barrier): N PRDM(InterstitialMonitoring w/in SecWall/Jacket): N PRDM(Mthly Piping Tightness Test)@.2Gph: N PRDM(AnnualPipingTightTest/ElecMon@.1Gph: N PRDM(TriennialTightTest(Suction/GravityPiping): N PRDM AutoLineLeakDet(3.0 Gph PressPiping): N PRDM(Sir(Statlnv Recon)/Inv Control)): N PRDM(Exempt System Suction: N Spill Overfill Prevention Equip(SOPE): Y SOPE(Spill Cont/Bucket/Sump): Y SOPE(DelShut-Off Valve)): Y SOPE(FlowRestrictorValue: N SOPE(Alarm(Set@-90%)W/3a Or 3b: N SOPE(N/A Deliveries To Tank-25G): N Compartment Release Det Compliance Flag: N Piping Release Detection Compliance Flag): N Spill/OverfillPreventionCompliance Flag: Y Compartment Release Detection Variance: N Piping Release Detection Variance: N Spill And Overfill Prevention Variance: N Stage I Vapor Recovery: Not reported Stage 1 Installation Date: Not reported Install Date: 01/24/1996 Tank Registration Date: 05/03/1996 Number of Compartments: 2 Tank Capacity: 20000 Tank Singlewall: Y Tank Doublewall: N Pipe Type: P TC6492348.2s Page 161 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TIMES MART 200 (Continued) 0001252182 UST ID: 180188 Facility ID: 44017 Ai Number: 17099 Tank Id: 1A Tank Status(Current): REMOVED FROM GROUND Tank Status Date: 10/05/2005 Empty: N Tank Regulatory Status: FULLY REGULATED Tank Int Prot(Internal Tank Lining Date): Not reported Piping Design(Single Wall): N Piping Design(Double Wall): Y Tank Ext Cont(Fac-Built Nonmetallic Jacket): N Tank Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Tank Ext Cont(Tank Vault/Rigid Trench Liner): N Piping Ext Cont(Fac-Built Nonmetallic Jacket): N Piping Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Piping Ext Cont(Tank Vault/Rigid Trench Liner): N Tank Material(Steel): N Tank Material(Frp(Fi berglass-Reinforced Plastic): N Tank Mat(Composite(Steel W/Ext Frp Cladding)): Y Tank Mat(Concrete): N Tank Mat(Jacketed(Steel W/Ext Nonmetallic Jck)): N Tank Mat(Coated(Steel W/ExtPolyurethane Cladding)): N Piping Material(Steel): N Piping Mat(Frp(Fiberglass Reinforced Plastic): Y Piping Mat(Concrete): N Piping Mat(Jacketed(Steel W/Ext Nonmetallic Jacket)): N Piping Mat(Nonmetallic Flex Piping): N PipingConnect/Valves(Shear/Impact Valves(Under Disp)): N Piping Connect/Valves(Steel Swing-Joints(End Of Piping)): N Piping Connect/Valves(Flex Connectors(Ends Of Piping)): N Tank Corr Prot Meth(TCPM)(Cathodic-Field Installation): N TCPM(ExtDielectricCoat/Laminate/Tape/Wrap): N TCPM(Cathodic Prot-Faclnstallation): N TCPM(Composite Tank(Steel W/Frp Ext Laminate): Y TCPMeth(Coated Tank(Steel W/ExtPolyurethaneLaminate): N TCPM(FRP Tank Or Piping(Noncorrodible)): N TCPM(Ext Nonmetallic Jacket): N TCPMeth(Unnecessary Per Corrosion Prot Spec): N Piping Corr Prot Meth(Dielectric Coat/Laminate/Tape/Wrap): N Piping Corr Prot Method(PCPM)(Cathodic Factory Install): N PCPM(Cathodic Prot-Field Install): N PCPMethod(FRP Tank Or Piping(Noncorrodible): Y PCPM(Nonmetallic FlexPiping(Noncorrodible)): N PCPMeth(Isolated Open Area/2nd Containment): N PCPM(Dual Protected): N PCPM(Unnec Per Corrosion Prot Specialist): N Tank Corr Prot Compliance Flag: Y Piping Corr Prot Compliance Flag: Y Tank Corrosion Prot Variance: N Piping Corrosion Prot Variance: N Temp Out Of Service Compliance: N Technical Compliance Flag: N Tank Tested Flag: Y Installation Signature Date: Not reported Compartment Records: Tank ID: 1A TC6492348.2s Page 162 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TIMES MART 200 (Continued) 0001252182 Tank Capacity: 12000 UST Comprt ID: 17920 UST ID: 180188 Al Number: 17099 Compartment ID: A Substance Stored1: GASOLINE Substance Stored2: Not reported Substance Stored3: Not reported CompartmentReleaseDetectionMethod(Vapor): N CRDM(GW Monitoring): N CRDM(Monitoring Of Secondary Cont Barrier): N CRDM(Auto Tank Gauge Test/Inv Control): Y CRD M(interstitial Monitoring SecWall/Jacket): N CRDM(Wkly Manual Gauging(Tanks-1000 G): N CRDM(Mthly Tank Gauging(Emer Gen Tanks): N CRDM(Sir(Stat Inv Reconciliation)/Inv Control): N Pi ping ReleaseDetection Method(PRD M)(Vapor): N PRD M(Groundwater Monitoring): N PRDM(Monitoring Sec Containment Barrier): N PRDM(InterstitialMonitoring w/in SecWall/Jacket): N PRDM(Mthly Piping Tightness Test)@.2Gph: Y PRDM(AnnualPipingTightTest/ElecMon@.1Gph: N PRDM(TriennialTightTest(Suction/GravityPiping): N PRDM AutoLineLeakDet(3.0 Gph PressPiping): Y PRDM(Sir(Statlnv Recon)/Inv Control)): N PRDM(Exempt System Suction: N Spill Overfill Prevention Equip(SOPE): Y SOPE(Spill Cont/Bucket/Sump): Y SOPE(DelShut-Off Valve)): Y SOPE(FlowRestrictorValue: N SOPE(Alarm(Set@-90%)W/3a Or 3b: N SOPE(N/A Deliveries To Tank-25G): N Compartment Release Det Compliance Flag: Y Piping Release Detection Compliance Flag): Y Spill/OverfillPreventionCompliance Flag: Y Compartment Release Detection Variance: N Piping Release Detection Variance: N Spill And Overfill Prevention Variance: N Stage I Vapor Recovery: EXEMPT BY TCEQ RULE Stage 1 Installation Date: Not reported Tank ID: 1A Tank Capacity: 8000 UST Comprt ID: 17921 UST ID: 180188 Al Number: 17099 Compartment ID: B Substance Stored1: GASOLINE Substance Stored2: Not reported Substance Stored3: Not reported CompartmentReleaseDetectionMethod(Vapor): N CRDM(GW Monitoring): N CRDM(Monitoring Of Secondary Cont Barrier): N CRDM(Auto Tank Gauge Test/Inv Control): Y CRD M(interstitial Monitoring SecWall/Jacket): N CRDM(Wkly Manual Gauging(Tanks-1000 G): N CRDM(Mthly Tank Gauging(Emer Gen Tanks): N TC6492348.2s Page 163 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TIMES MART 200 (Continued) 0001252182 CRDM(Sir(Stat Inv Reconciliation)/Inv Control): N PipingReleaseDetectionMethod(PRDM)(Vapor): N PRD M(Groundwater Monitoring): N PRDM(Monitoring Sec Containment Barrier): N PRDM(InterstitialMonitoring w/in SecWall/Jacket): N PRDM(Mthly Piping Tightness Test)@.2Gph: Y PRDM(AnnualPipingTightTest/ElecMon@.1Gph: N PRDM(TriennialTightTest(Suction/GravityPiping): N PRDM AutoLineLeakDet(3.0 Gph PressPiping): Y PRDM(Sir(Statlnv Recon)/Inv Control)): N PRDM(Exempt System Suction: N Spill Overfill Prevention Equip(SOPE): Y SOPE(Spill Cont/Bucket/Sump): Y SOPE(DelShut-Off Valve)): Y SOPE(FlowRestrictorValue: N SOPE(Alarm(Set@<=90%)W/3a Or 3b: N SOPE(N/A Deliveries To Tank<=25G): N Compartment Release Det Compliance Flag: Y Piping Release Detection Compliance Flag): Y Spill/OverfillPreventionCompliance Flag: Y Compartment Release Detection Variance: N Piping Release Detection Variance: N Spill And Overfill Prevention Variance: N Stage I Vapor Recovery: EXEMPT BY TCEQ RULE Stage 1 Installation Date: Not reported Install Date: 01/01/1983 Tank Registration Date: 05/08/1986 Number of Compartments: 1 Tank Capacity: 8000 Tank Singlewall: Y Tank Doublewall: N Pipe Type: Not reported UST ID: 43475 Facility ID: 44017 Ai Number: 17099 Tank Id: 1 B Tank Status(Current): REMOVED FROM GROUND Tank Status Date: 01/24/1996 Empty: N Tank Regulatory Status: FULLY REGULATED Tank Int Prot(Internal Tank Lining Date): Not reported Piping Design(Single Wall): Y Piping Design(Double Wall): N Tank Ext Cont(Fac-Built Nonmetallic Jacket): N Tank Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Tank Ext Cont(Tank Vault/Rigid Trench Liner): N Piping Ext Cont(Fac-Built Nonmetallic Jacket): N Piping Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Piping Ext Cont(Tank Vault/Rigid Trench Liner): N Tank Material(Steel): Y Tank Material(Frp(Fi berglass-Reinforced Plastic): N Tank Mat(Composite(Steel W/Ext Frp Cladding)): N Tank Mat(Concrete): N Tank Mat(Jacketed(Steel W/Ext Nonmetallic Jck)): N Tank Mat(Coated(Steel W/ExtPolyurethane Cladding)): N TC6492348.2s Page 164 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TIMES MART 200 (Continued) 0001252182 Piping Material(Steel): Y Piping Mat(Frp(Fiberglass Reinforced Plastic): N Piping Mat(Concrete): N Piping Mat(Jacketed(Steel W/Ext Nonmetallic Jacket)): N Piping Mat(Nonmetallic Flex Piping): N PipingConnect/Valves(Shear/Impact Valves(Under Disp)): N Piping Connect/Valves(Steel Swing-Joints(End Of Piping)): N Piping Connect/Valves(Flex Connectors(Ends Of Piping)): N Tank Corr Prot Meth(TCPM)(Cathodic-Field Installation): N TCPM(ExtDielectricCoat/Laminate/Tape/Wrap): N TCPM(Cathodic Prot-Faclnstallation): N TCPM(Composite Tank(Steel W/Frp Ext Laminate): N TCPMeth(Coated Tank(Steel W/ExtPolyurethaneLaminate): N TCPM(FRP Tank Or Piping(Noncorrodible)): N TCPM(Ext Nonmetallic Jacket): N TCPMeth(Unnecessary Per Corrosion Prot Spec): N Piping Corr Prot Meth(Dielectric Coat/Laminate/Tape/Wrap): N Piping Corr Prot Method(PCPM)(Cathodic Factory Install): N PCPM(Cathodic Prot-Field Install): N PCPMethod(FRP Tank Or Piping(Noncorrodible): N PCPM(Nonmetallic FlexPiping(Noncorrodible)): N PCPMeth(Isolated Open Area/2nd Containment): N PCPM(Dual Protected): N PCPM(Unnec Per Corrosion Prot Specialist): N Tank Corr Prot Compliance Flag: N Piping Corr Prot Compliance Flag: N Tank Corrosion Prot Variance: N Piping Corrosion Prot Variance: N Temp Out Of Service Compliance: N Technical Compliance Flag: N Tank Tested Flag: Y Installation Signature Date: 08/21/1991 Compartment Records: Tank ID: 1B Tank Capacity: 8000 UST Comprt ID: 17919 UST ID: 43475 Al Number: 17099 Compartment ID: A Substance Stored1: GASOLINE Substance Stored2: Not reported Substance Stored3: Not reported CompartmentReleaseDetectionMethod(Vapor): N CRDM(GW Monitoring): N CRDM(Monitoring Of Secondary Cont Barrier): N CRDM(Auto Tank Gauge Test/Inv Control): N CRD M(interstitial Monitoring SecWall/Jacket): N CRDM(Wkly Manual Gauging(Tanks-1000 G): N CRDM(Mthly Tank Gauging(Emer Gen Tanks): N CRDM(Sir(Stat Inv Reconciliation)/Inv Control): N PipingReleaseDetectionMethod(PRDM)(Vapor): N PRD M(Groundwater Monitoring): N PRDM(Monitoring Sec Containment Barrier): N PRDM(InterstitialMonitoring w/in SecWall/Jacket): N PRDM(Mthly Piping Tightness Test)@.2Gph: N PRDM(AnnualPipingTightTest/ElecMon@.1Gph: N PRDM(TriennialTightTest(Suction/GravityPiping): N TC6492348.2s Page 165 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TIMES MART 200 (Continued) 0001252182 PRDM AutoLineLeakDet(3.0 Gph PressPiping): N PRDM(Sir(Statlnv Recon)/Inv Control)): N PRDM(Exempt System Suction: N Spill Overfill Prevention Equip(SOPE): Y SOPE(Spill Cont/Bucket/Sump): Y SOPE(DelShut-Off Valve)): Y SOPE(FlowRestrictorValue: N SOPE(Alarm(Set@<=90%)W/3a Or 3b: N SOPE(N/A Deliveries To Tank<=25G): N Compartment Release Det Compliance Flag: N Piping Release Detection Compliance Flag): N Spill/OverfillPreventionCompliance Flag: Y Compartment Release Detection Variance: N Piping Release Detection Variance: N Spill And Overfill Prevention Variance: N Stage I Vapor Recovery: Not reported Stage 1 Installation Date: Not reported Construction Notification: NOC ID: 1607 Facility ID: 44017 Al Number: 17099 Application Received Date: 01/11/2005 Scheduled Construction Date: 02/10/2005 UST Improvement: N UST Installation: N UST Removal: Y UST Repair: N UST Return To Service: N UST Replacement: N UST Abandonment: N UST Stage I: N AST Installation: N AST Stage I: N Historical Tracking Number: M50111007 Waiver Flag: N Late Filing Flag: N Form Received Date: Not reported Signature Date On Form: Not reported Signature Name On Form: Not reported Signature Company On Form: Not reported Signature Title On Form: Not reported Signature Role: Not reported Owner Name At Time Of Construction: Not reported Owner CN At Time Of Construction: Not reported Owner AR At Time Of Construction: 1665 General Desc Of Prop Construct: Not reported NOC ID: 1606 Facility ID: 44017 Al Number: 17099 Application Received Date: 09/26/2005 Scheduled Construction Date: 09/26/2005 UST Improvement: N UST Installation: N UST Removal: Y TC6492348.2s Page 166 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TIMES MART 200 (Continued) 0001252182 UST Repair: N UST Return To Service: N UST Replacement: N UST Abandonment: N UST Stage I: N AST Installation: N AST Stage I: N Historical Tracking Number: M50926010 Waiver Flag: N Late Filing Flag: Y Form Received Date: Not reported Signature Date On Form: Not reported Signature Name On Form: Not reported Signature Company On Form: Not reported Signature Title On Form: Not reported Signature Role: Not reported Owner Name At Time Of Construction: Not reported Owner CN At Time Of Construction: Not reported Owner AR At Time Of Construction: 1665 General Desc Of Prop Construct: Not reported Contractor,Consultant and Installer: Cont/Cons/Installer ID: 26198 UST ID: 180188 NOC ID: Not reported Al Number: 17099 Type Of Contact: CONTRACTOR Contractor CRP Number Or Installer ILP Number: CRP000816 Company Name: SUSSER ENVIRONMENTAL Representative Name: Not reported Mailing Address(Delivery): Not reported Mailing Address(Internal Delivery): Not reported Mailing City: Not reported Mailing State: Not reported Mailing Zip: Not reported Mailing Foreign Postal Code: Not reported Mailing County Code: Not reported Phone Number Country Code: Not reported Phone Number Area Code: Not reported Phone Number: Not reported Phone Number Extension: Not reported Fax Number Country Code: Not reported Fax Number Area Code: Not reported Fax Number: Not reported Email Address: Not reported Cont/Cons/Installer ID: 1853 UST ID: Not reported NOC ID: 1607 Al Number: 17099 Type Of Contact: CONTRACTOR Contractor CRP Number Or Installer ILP Number: CRP000457 Company Name: Not reported Representative Name: Not reported Mailing Address(Delivery): Not reported Mailing Address(Internal Delivery): Not reported Mailing City: Not reported TC6492348.2s Page 167 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TIMES MART 200 (Continued) 0001252182 Mailing State: Not reported Mailing Zip: Not reported Mailing Foreign Postal Code: Not reported Mailing County Code: Not reported Phone Number Country Code: 1 Phone Number Area Code: Not reported Phone Number: Not reported Phone Number Extension: Not reported Fax Number Country Code: Not reported Fax Number Area Code: Not reported Fax Number: Not reported Email Address: Not reported Cont/Cons/Installer ID: 1852 UST ID: Not reported NOC ID: 1606 Al Number: 17099 Type Of Contact: CONTRACTOR Contractor CRP Number Or Installer ILP Number: CRPO01284 Company Name: Not reported Representative Name: Not reported Mailing Address(Delivery): Not reported Mailing Address(Internal Delivery): Not reported Mailing City: Not reported Mailing State: Not reported Mailing Zip: Not reported Mailing Foreign Postal Code: Not reported Mailing County Code: Not reported Phone Number Country Code: 1 Phone Number Area Code: Not reported Phone Number: Not reported Phone Number Extension: Not reported Fax Number Country Code: Not reported Fax Number Area Code: Not reported Fax Number: Not reported Email Address: Not reported Cont/Cons/Installer ID: 41364 UST ID: 180188 NOC ID: Not reported Al Number: 17099 Type Of Contact: INSTALLER Contractor CRP Number Or Installer ILP Number: ILP001249 Company Name: Not reported Representative Name: ROBERT GARCIA Mailing Address(Delivery): Not reported Mailing Address(Internal Delivery): Not reported Mailing City: Not reported Mailing State: Not reported Mailing Zip: Not reported Mailing Foreign Postal Code: Not reported Mailing County Code: Not reported Phone Number Country Code: Not reported Phone Number Area Code: Not reported Phone Number: Not reported Phone Number Extension: Not reported Fax Number Country Code: Not reported TC6492348.2s Page 168 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TIMES MART 200 (Continued) 0001252182 Fax Number Area Code: Not reported Fax Number: Not reported Email Address: Not reported Facility Billing Contacts: Contact Organization Name: SUSSER PETROLEUM COMPANY LLC Contact Mailing Address(Delivery): 4525 AYERS ST Contact Mailing Address(Internal Delivery): Not reported Contact Mailing City/State/Zip: CORPUS CHRISTI,TX 78415 1401 Phone Number/Ext: / Contact Fax Number/Ext: / Contact Email Address: Not reported Contact Address Deliverable: Y Facility ID: 44017 Additional ID: 158756782002234 PrincID: 923354912007257 Al Number: 17099 Facility Name: TIMES MART 200 AR Number: Not reported AR UST Number Suffix: Not reported AR AST Number Suffix: Not reported Contact Name/Title: CRAIG SCOTTON/ AIRS: Name: TIMES MART 200 Address: 2714 S STAPLES ST City,State,Zip: CORPUS CHRISTI,TX 78404-360 Permit Num: 71922 Regulated Id: RN102839438 Permit Type: PBR Permit Status: EFFECTIVE Permit Issued Date: 05/10/2004 Expiration Date: 12/31/3000 Customer Id: CN601216112 Company Name: SSP PARTNERS INC Physical Location Desc: Not reported Rep Official(RO): DIRECTOR OF ENVIRONMENTAL SERVICES RO Name: MR JEFFERY C TRUNER RO Delivery Address: PO BOX 270455 RO City/State/Zip: CORPUS CHRISTI,T 78427-045 RO Phone: Not reported RO Ext Num: Not reported RO EMail Address: Not reported Lat Dec Coord Num: -97.40319 Long Dec Coord Num: 27.7619999 TX Financial Assurance 2: Name: TIMES MART 200 Address: 2714 S STAPLES ST City,State,Zip: CORPUS CHRISTI,TX 78404 Region: 2 Facility ID: 44017 Finass ID: 24453 Al: 17099 Mechanism Type Other: Not reported TC6492348.2s Page 169 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TIMES MART 200 (Continued) 0001252182 Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: Not reported Meets Financial Assurance Req Flag: Not reported Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 01/01/1901 Date Financial Assurance Form Rec: Not reported Issuer Name: Not reported Issuer Phone: Not reported Policy Number: Unknown Coverage Amount: 0 Coverage Expiration Date: 01/01/1901 Ins Premium Pre-Paid For Entire Yr: No Proof of Financial Assurance: No COMP HIST: RN Number: RN102839438 Name: TIMES MART 200 Address: 2714 S STAPLES ST City,State,Zip: CORPUS CHRISTI,TX 78404-360 Region: REGION 14-CORPUS CHRISTI CN Number: CN601440472 CN Name: SK KIM CHUN BUN KIM HAN BYON CN Rating: 0 Classification: UNCLASSIFIED Date Calculated: 09/01/2020 Date Published to Web: 11/15/2020 Rating: 0 Classification 2: UNCLASSIFIED Date Rated 2: 09/01/2020 Date Published to Web 2: 11/15/2020 NAICS Code: 445110 SIC Code: 3599 Related Number: 71922,71922 RN Number: RN102839438 Name: TIMES MART 200 Address: 2714 S STAPLES ST City,State,Zip: CORPUS CHRISTI,TX 78404-360 Region: REGION 14-CORPUS CHRISTI CN Number: CN602681223 CN Name: GAINCO INC CN Rating: 0 Classification: HIGH Date Calculated: 09/01/2020 Date Published to Web: 11/15/2020 Rating: 0 Classification 2: UNCLASSIFIED Date Rated 2: 09/01/2020 Date Published to Web 2: 11/15/2020 NAICS Code: 445110 SIC Code: 1542 Related Number: 71922,71922 RN Number: RN102839438 Name: TIMES MART 200 TC6492348.2s Page 170 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TIMES MART 200 (Continued) 0001252182 Address: 2714 S STAPLES ST City,State,Zip: CORPUS CHRISTI,TX 78404-360 Region: REGION 14-CORPUS CHRISTI CN Number: CN603242629 CN Name: SUSSER PETROLEUM COMPANY LLC CN Rating: 3.24 Classification: SATISFACTORY Date Calculated: 09/01/2020 Date Published to Web: 11/15/2020 Rating: 0 Classification 2: UNCLASSIFIED Date Rated 2: 09/01/2020 Date Published to Web 2: 11/15/2020 NAICS Code: 445110 SIC Code: 3295 Related Number: 71922,71922 RN Number: RN102839438 Name: TIMES MART 200 Address: 2714 S STAPLES ST City,State,Zip: CORPUS CHRISTI,TX 78404-360 Region: REGION 14-CORPUS CHRISTI CN Number: CN601216112 CN Name: SSP PARTNERS INC CN Rating: 0 Classification: HIGH Date Calculated: 09/01/2020 Date Published to Web: 11/15/2020 Rating: 0 Classification 2: UNCLASSIFIED Date Rated 2: 09/01/2020 Date Published to Web 2: 11/15/2020 NAICS Code: 445110 SIC Code: 3498 Related Number: 71922,71922 D15 RED CARPET CAR WASH LPST 0001239965 WSW 2740 S STAPLES ST UST N/A 1/4-1/2 CORPUS CHRISTI,TX 78404 0.477 mi. 2521 ft. Site 1 of 2 in cluster D Relative: LPST: Higher Name: RED CARPET CAR WASH INC Actual: Address: 2740 S STAPLES ST 33 ft. City,State,Zip: CORPUS CHRISTI,TX 78404 Facility ID: 0003037 LPST Id: 100029 Facility Location: S STAPLES TCEQ Region#and City: REGION 14-CORPUS CHRISTI Region City: CORPUS CHRISTI Discovered Date: 10/13/2005 Entered Date: 01/15/1992 Reported Date: 08/28/1991 Closure Date: 08/28/1991 Priority: 4.1-GW IMPACTED NO APPARENT THREATS OR IMPACTS TO RECEPTORS Program: 1 -RPR CA Status: 6A-FINAL CONCURRENCE ISSUED TC6492348.2s Page 171 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number RED CARPET CAR WASH (Continued) 0001239965 Priority Description: Groundwater is affected. Status: FINAL CONCURRENCE ISSUED,CASE CLOSED Coordinators Primary: 1/1P/1/3/2 Coordinators RPR: MCL Responsible Party Name: Not reported Responsible Party Contact: STEVEN FLOYD VP Responsible Party Address: PO BOX 900 Responsible Party City,St,Zip: CORPUS CHRISIT,TX 78403 Responsible Party Telephone: 361/886-6454 Reported Date: 08/28/1991 Case Start Date: 08/28/1991 UST: Name: RED CARPET CAR WASH Address: 2740 S STAPLES ST City,State,Zip: CORPUS CHRISTI,TX 784043620 Al Number: 3037 Facility Type: UNKNOWN Facility Begin Date: 06/11/1986 Facility Status: INACTIVE Additional ID: 734192232002139 Facility Exempt Status: N Records Off-Site: No UST Financial Assurance Required: No Number Of Active UST: 0 Site Location Description: Not reported Site Location(Nearest City Name): Not reported Site Location(County Name): NUECES Site Location(Tceq Region): 14 Site Location(Location Zip): 78404 Contact Name/Title: J LASATER,MGR Contact Organization Name: RED CARPET CAR WASH Contact Mailing Address1: Not reported Contact Mailing Address2: Not reported Contact Mailing City/State/Zip: Not reported Contact Telephone: 5128550712 Facility Contact Address Deliverable: Not reported Contact Fax Number: Not reported Contact Email Address: Not reported Signature Date On Earliest Reg Form: 02/21/1986 Signature Name/Title On Earliest Reg Form: R C JOHNSON,PRES Application Received Date On Earliest Reg Form: 05/08/1986 Signature Role On Earliest Reg Form: Not reported Signature Company On Earliest Reg Form: Not reported Enforcement Action: Not reported Facility Not Inspectable: No Owner: Owner CN: CN601009913 Owner Last Name: RED CARPET CAR WASH INC Owner First Name: Not reported Owner Middle Name: Not reported Owner Type: CO Contact Mailing Address(Delivery): Not reported Contact Mailing Address(Internal Delivery): Not reported Contact Mailing City: Not reported Contact Mailing State: Not reported TC6492348.2s Page 172 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number RED CARPET CAR WASH (Continued) 0001239965 Contact Mailing Zip: Not reported Contact Mailing Zips: Not reported Contact Phone Number/Ext: / Contact Fax Country Code: Not reported Contact Fax Number/Ext: / Contact Email Address: Not reported Contact Address Deliverable: Not reported PrincID: 570805802002088 Additional ID: 734192232002139 Al Number: 3037 Owner Effective Begin Date: 06/11/1986 State Tax ID: 17415634504 Contact Role: Not reported Contact Name/Title: / Contact Organization Name: Not reported Tank: Install Date: 01/01/1973 Tank Registration Date: 05/08/1986 Number of Compartments: 1 Tank Capacity: 6000 Tank Singlewall: N Tank Doublewall: N Pipe Type: Not reported UST ID: 7439 Facility ID: 41092 Ai Number: 3037 Tank Id: 3 Tank Status(Current): REMOVED FROM GROUND Tank Status Date: 10/01/1991 Empty: N Tank Regulatory Status: FULLY REGULATED Tank Int Prot(Internal Tank Lining Date): Not reported Piping Design(Single Wall): N Piping Design(Double Wall): N Tank Ext Cont(Fac-Built Nonmetallic Jacket): N Tank Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Tank Ext Cont(Tank Vault/Rigid Trench Liner): N Piping Ext Cont(Fac-Built Nonmetallic Jacket): N Piping Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Piping Ext Cont(Tank Vault/Rigid Trench Liner): N Tank Material(Steel): Y Tank Material(Frp(Fi berglass-Reinforced Plastic): N Tank Mat(Composite(Steel W/Ext Frp Cladding)): N Tank Mat(Concrete): N Tank Mat(Jacketed(Steel W/Ext Nonmetallic Jck)): N Tank Mat(Coated(Steel W/ExtPolyurethane Cladding)): N Piping Material(Steel): N Piping Mat(Frp(Fiberglass Reinforced Plastic): Y Piping Mat(Concrete): N Piping Mat(Jacketed(Steel W/Ext Nonmetallic Jacket)): N Piping Mat(Nonmetallic Flex Piping): N PipingConnect/Valves(Shear/Impact Valves(Under Disp)): N Piping Connect/Valves(Steel Swing-Joints(End Of Piping)): N Piping Connect/Valves(Flex Connectors(Ends Of Piping)): N Tank Corr Prot Meth(TCPM)(Cathodic-Field Installation): N TCPM(ExtDielectricCoat/Laminate/Tape/Wrap): N TC6492348.2s Page 173 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number RED CARPET CAR WASH (Continued) 0001239965 TCPM(Cathodic Prot-Faclnstallation): N TCPM(Composite Tank(Steel W/Frp Ext Laminate): N TCPMeth(Coated Tank(Steel W/ExtPolyurethaneLaminate): N TCPM(FRP Tank Or Piping(Noncorrodible)): N TCPM(Ext Nonmetallic Jacket): N TCPMeth(Unnecessary Per Corrosion Prot Spec): N Piping Corr Prot Meth(Dielectric Coat/Laminate/Tape/Wrap): N Piping Corr Prot Method(PCPM)(Cathodic Factory Install): N PCPM(Cathodic Prot-Field Install): N PCPMethod(FRP Tank Or Piping(Noncorrodible): N PCPM(Nonmetallic FlexPiping(Noncorrodible)): N PCPMeth(Isolated Open Area/2nd Containment): N PCPM(Dual Protected): N PCPM(Unnec Per Corrosion Prot Specialist): N Tank Corr Prot Compliance Flag: N Piping Corr Prot Compliance Flag: N Tank Corrosion Prot Variance: N Piping Corrosion Prot Variance: N Temp Out Of Service Compliance: N Technical Compliance Flag: N Tank Tested Flag: Y Installation Signature Date: 10/08/1990 Compartment Records: Tank ID: 3 Tank Capacity: 6000 UST Comprt ID: 9153 UST ID: 7439 Al Number: 3037 Compartment ID: A Substance Stored1: GASOLINE Substance Stored2: Not reported Substance Stored3: Not reported CompartmentReleaseDetectionMethod(Vapor): N CRDM(GW Monitoring): N CRDM(Monitoring Of Secondary Cont Barrier): N CRDM(Auto Tank Gauge Test/Inv Control): N CRD M(interstitial Monitoring SecWall/Jacket): N CRDM(Wkly Manual Gauging(Tanks<=1000 G): N CRDM(Mthly Tank Gauging(Emer Gen Tanks): N CRDM(Sir(Stat Inv Reconciliation)/Inv Control): N PipingReleaseDetectionMethod(PRDM)(Vapor): N PRD M(Groundwater Monitoring): N PRDM(Monitoring Sec Containment Barrier): N PRDM(InterstitialMonitoring w/in SecWall/Jacket): N PRDM(Mthly Piping Tightness Test)@.2Gph: N PRDM(AnnualPipingTightTest/ElecMon@.1Gph: N PRDM(TriennialTightTest(Suction/GravityPiping): N PRDM AutoLineLeakDet(3.0 Gph PressPiping): N PRDM(Sir(Statlnv Recon)/Inv Control)): N PRDM(Exempt System Suction: N Spill Overfill Prevention Equip(SOPE): N SOPE(Spill Cont/Bucket/Sump): N SOPE(DelShut-Off Valve)): N SOPE(FlowRestrictorValue: N SOPE(Alarm(Set@<=90%)W/3a Or 3b: N SOPE(N/A Deliveries To Tank<=25G): N Compartment Release Det Compliance Flag: N TC6492348.2s Page 174 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number RED CARPET CAR WASH (Continued) 0001239965 Piping Release Detection Compliance Flag): N Spill/Overfill PreventionCompliance Flag: N Compartment Release Detection Variance: N Piping Release Detection Variance: N Spill And Overfill Prevention Variance: N Stage I Vapor Recovery: Not reported Stage 1 Installation Date: Not reported Install Date: 01/01/1973 Tank Registration Date: 05/08/1986 Number of Compartments: 1 Tank Capacity: 6000 Tank Singlewall: N Tank Doublewall: N Pipe Type: Not reported UST ID: 7440 Facility ID: 41092 Ai Number: 3037 Tank Id: 2 Tank Status(Current): REMOVED FROM GROUND Tank Status Date: 10/01/1991 Empty: N Tank Regulatory Status: FULLY REGULATED Tank Int Prot(Internal Tank Lining Date): Not reported Piping Design(Single Wall): N Piping Design(Double Wall): N Tank Ext Cont(Fac-Built Nonmetallic Jacket): N Tank Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Tank Ext Cont(Tank Vault/Rigid Trench Liner): N Piping Ext Cont(Fac-Built Nonmetallic Jacket): N Piping Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Piping Ext Cont(Tank Vault/Rigid Trench Liner): N Tank Material(Steel): Y Tank Material(Frp(Fi berglass-Reinforced Plastic): N Tank Mat(Composite(Steel W/Ext Frp Cladding)): N Tank Mat(Concrete): N Tank Mat(Jacketed(Steel W/Ext Nonmetallic Jck)): N Tank Mat(Coated(Steel W/ExtPolyurethane Cladding)): N Piping Material(Steel): N Piping Mat(Frp(Fiberglass Reinforced Plastic): Y Piping Mat(Concrete): N Piping Mat(Jacketed(Steel W/Ext Nonmetallic Jacket)): N Piping Mat(Nonmetallic Flex Piping): N PipingConnect/Valves(Shear/Impact Valves(Under Disp)): N Piping Connect/Valves(Steel Swing-Joints(End Of Piping)): N Piping Connect/Valves(Flex Connectors(Ends Of Piping)): N Tank Corr Prot Meth(TCPM)(Cathodic-Field Installation): N TCPM(ExtDielectricCoat/Laminate/Tape/Wrap): N TCPM(Cathodic Prot-Faclnstallation): N TCPM(Composite Tank(Steel W/Frp Ext Laminate): N TCPMeth(Coated Tank(Steel W/ExtPolyurethaneLaminate): N TCPM(FRP Tank Or Piping(Noncorrodible)): N TCPM(Ext Nonmetallic Jacket): N TCPMeth(Unnecessary Per Corrosion Prot Spec): N Piping Corr Prot Meth(Dielectric Coat/Laminate/Tape/Wrap): N Piping Corr Prot Method(PCPM)(Cathodic Factory Install): N TC6492348.2s Page 175 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number RED CARPET CAR WASH (Continued) 0001239965 PCPM(Cathodic Prot-Field Install): N PCPMethod(FRP Tank Or Piping(Noncorrodible): N PCPM(Nonmetallic FlexPiping(Noncorrodible)): N PCPMeth(Isolated Open Area/2nd Containment): N PCPM(Dual Protected): N PCPM(Unnec Per Corrosion Prot Specialist): N Tank Corr Prot Compliance Flag: N Piping Corr Prot Compliance Flag: N Tank Corrosion Prot Variance: N Piping Corrosion Prot Variance: N Temp Out Of Service Compliance: N Technical Compliance Flag: N Tank Tested Flag: Y Installation Signature Date: 10/08/1990 Compartment Records: Tank ID: 2 Tank Capacity: 6000 UST Comprt ID: 9154 UST ID: 7440 Al Number: 3037 Compartment ID: A Substance Stored1: GASOLINE Substance Stored2: Not reported Substance Stored3: Not reported CompartmentReleaseDetectionMethod(Vapor): N CRDM(GW Monitoring): N CRDM(Monitoring Of Secondary Cont Barrier): N CRDM(Auto Tank Gauge Test/Inv Control): N CRD M(interstitial Monitoring SecWall/Jacket): N CRDM(Wkly Manual Gauging(Tanks<=1000 G): N CRDM(Mthly Tank Gauging(Emer Gen Tanks): N CRDM(Sir(Stat Inv Reconciliation)/Inv Control): N PipingReleaseDetectionMethod(PRDM)(Vapor): N PRD M(Groundwater Monitoring): N PRDM(Monitoring Sec Containment Barrier): N PRDM(InterstitialMonitoring w/in SecWall/Jacket): N PRDM(Mthly Piping Tightness Test)@.2Gph: N PRDM(AnnualPipingTightTest/ElecMon@.1Gph: N PRDM(TriennialTightTest(Suction/GravityPiping): N PRDM AutoLineLeakDet(3.0 Gph PressPiping): N PRDM(Sir(Statlnv Recon)/Inv Control)): N PRDM(Exempt System Suction: N Spill Overfill Prevention Equip(SOPE): N SOPE(Spill Cont/Bucket/Sump): N SOPE(DelShut-Off Valve)): N SOPE(FlowRestrictorValue: N SOPE(Alarm(Set@<=90%)W/3a Or 3b: N SOPE(N/A Deliveries To Tank<=25G): N Compartment Release Det Compliance Flag: N Piping Release Detection Compliance Flag): N Spill/OverfillPreventionCompliance Flag: N Compartment Release Detection Variance: N Piping Release Detection Variance: N Spill And Overfill Prevention Variance: N Stage I Vapor Recovery: Not reported Stage 1 Installation Date: Not reported TC6492348.2s Page 176 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number RED CARPET CAR WASH (Continued) 0001239965 Install Date: 01/01/1973 Tank Registration Date: 05/08/1986 Number of Compartments: 1 Tank Capacity: 6000 Tank Singlewall: N Tank Doublewall: N Pipe Type: Not reported UST ID: 7441 Facility ID: 41092 Ai Number: 3037 Tank Id: 1 Tank Status(Current): REMOVED FROM GROUND Tank Status Date: 10/01/1991 Empty: N Tank Regulatory Status: FULLY REGULATED Tank Int Prot(Internal Tank Lining Date): Not reported Piping Design(Single Wall): N Piping Design(Double Wall): N Tank Ext Cont(Fac-Built Nonmetallic Jacket): N Tank Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Tank Ext Cont(Tank Vault/Rigid Trench Liner): N Piping Ext Cont(Fac-Built Nonmetallic Jacket): N Piping Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Piping Ext Cont(Tank Vault/Rigid Trench Liner): N Tank Material(Steel): Y Tank Material(Frp(Fi berglass-Reinforced Plastic): N Tank Mat(Composite(Steel W/Ext Frp Cladding)): N Tank Mat(Concrete): N Tank Mat(Jacketed(Steel W/Ext Nonmetallic Jck)): N Tank Mat(Coated(Steel W/ExtPolyurethane Cladding)): N Piping Material(Steel): N Piping Mat(Frp(Fiberglass Reinforced Plastic): Y Piping Mat(Concrete): N Piping Mat(Jacketed(Steel W/Ext Nonmetallic Jacket)): N Piping Mat(Nonmetallic Flex Piping): N PipingConnect/Valves(Shear/Impact Valves(Under Disp)): N Piping Connect/Valves(Steel Swing-Joints(End Of Piping)): N Piping Connect/Valves(Flex Connectors(Ends Of Piping)): N Tank Corr Prot Meth(TCPM)(Cathodic-Field Installation): N TCPM(ExtDielectricCoat/Laminate/Tape/Wrap): N TCPM(Cathodic Prot-Faclnstallation): N TCPM(Composite Tank(Steel W/Frp Ext Laminate): N TCPMeth(Coated Tank(Steel W/ExtPolyurethaneLaminate): N TCPM(FRP Tank Or Piping(Noncorrodible)): N TCPM(Ext Nonmetallic Jacket): N TCPMeth(Unnecessary Per Corrosion Prot Spec): N Piping Corr Prot Meth(Dielectric Coat/Laminate/Tape/Wrap): N Piping Corr Prot Method(PCPM)(Cathodic Factory Install): N PCPM(Cathodic Prot-Field Install): N PCPMethod(FRP Tank Or Piping(Noncorrodible): N PCPM(Nonmetallic FlexPiping(Noncorrodible)): N PCPMeth(Isolated Open Area/2nd Containment): N PCPM(Dual Protected): N PCPM(Unnec Per Corrosion Prot Specialist): N Tank Corr Prot Compliance Flag: N Piping Corr Prot Compliance Flag: N Tank Corrosion Prot Variance: N TC6492348.2s Page 177 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number RED CARPET CAR WASH (Continued) 0001239965 Piping Corrosion Prot Variance: N Temp Out Of Service Compliance: N Technical Compliance Flag: N Tank Tested Flag: Y Installation Signature Date: 10/08/1990 Compartment Records: Tank ID: 1 Tank Capacity: 6000 UST Comprt ID: 9155 UST ID: 7441 Al Number: 3037 Compartment ID: A Substance Stored1: GASOLINE Substance Stored2: Not reported Substance Stored3: Not reported CompartmentReleaseDetectionMethod(Vapor): N CRDM(GW Monitoring): N CRDM(Monitoring Of Secondary Cont Barrier): N CRDM(Auto Tank Gauge Test/Inv Control): N CRD M(interstitial Monitoring SecWall/Jacket): N CRDM(Wkly Manual Gauging(Tanks<=1000 G): N CRDM(Mthly Tank Gauging(Emer Gen Tanks): N CRDM(Sir(Stat Inv Reconciliation)/Inv Control): N PipingReleaseDetectionMethod(PRDM)(Vapor): N PRD M(Groundwater Monitoring): N PRDM(Monitoring Sec Containment Barrier): N PRDM(InterstitialMonitoring w/in SecWall/Jacket): N PRDM(Mthly Piping Tightness Test)@.2Gph: N PRDM(AnnualPipingTightTest/ElecMon@.1Gph: N PRDM(TriennialTightTest(Suction/GravityPiping): N PRDM AutoLineLeakDet(3.0 Gph PressPiping): N PRDM(Sir(Statlnv Recon)/Inv Control)): N PRDM(Exempt System Suction: N Spill Overfill Prevention Equip(SOPE): N SOPE(Spill Cont/Bucket/Sump): N SOPE(DelShut-Off Valve)): N SOPE(FlowRestrictorValue: N SOPE(Alarm(Set@<=90%)W/3a Or 3b: N SOPE(N/A Deliveries To Tank<=25G): N Compartment Release Det Compliance Flag: N Piping Release Detection Compliance Flag): N Spill/OverfillPreventionCompliance Flag: N Compartment Release Detection Variance: N Piping Release Detection Variance: N Spill And Overfill Prevention Variance: N Stage I Vapor Recovery: Not reported Stage 1 Installation Date: Not reported Facility Billing Contacts: Contact Organization Name: RED CARPET CAR WASH INC Contact Mailing Address(Delivery): 5151 FLYNN PKWY STE 412 Contact Mailing Address(Internal Delivery): Not reported Contact Mailing City/State/Zip: CORPUS CHRISTI,TX 78411 4318 Phone Number/Ext: / Contact Fax Number/Ext: / TC6492348.2s Page 178 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number RED CARPET CAR WASH (Continued) 0001239965 Contact Email Address: Not reported Contact Address Deliverable: Y Facility ID: 41092 Additional ID: 734192232002139 PrincID: 570805802002088 Al Number: 3037 Facility Name: RED CARPET CAR WASH AR Number: Not reported AR UST Number Suffix: Not reported AR AST Number Suffix: Not reported Contact Name/Title: ROBBIE JOHNSON/ D16 7-ELEVEN STORE 40865 LPST 0001260675 WSW 2754 S STAPLES ST UST N/A 1/4-1/2 CORPUS CHRISTI,TX 78404 Financial Assurance 0.478 mi. 2522 ft. Site 2 of 2 in cluster D Relative: LPST: Higher Name: COASTAL MAVERICK 3135 Actual: Address: 2754 S STAPLES ST 33 ft. City,State,Zip: CORPUS CHRISTI,TX Facility ID: Not reported LPST Id: 91042 Facility Location: Not reported TCEQ Region#and City: REGION 14-CORPUS CHRISTI Region City: Not reported Discovered Date: 05/12/2004 Entered Date: 06/25/2003 Reported Date: 09/20/1985 Closure Date: 09/20/1985 Priority: 4.1-GW IMPACTED NO APPARENT THREATS OR IMPACTS TO RECEPTORS Program: 1 -RPR CA Status: 6A-FINAL CONCURRENCE ISSUED Priority Description: Not reported Status: Not reported Coordinators Primary: Not reported Coordinators RPR: Not reported Responsible Party Name: Not reported Responsible Party Contact: Not reported Responsible Party Address: Not reported Responsible Party City,St,Zip: Not reported Responsible Party Telephone: Not reported Reported Date: 09/20/1985 Case Start Date: 09/20/1985 UST: Name: 7-ELEVEN STORE 40865 Address: 2754 S STAPLES ST City,State,Zip: CORPUS CHRISTI,TX 784043620 Al Number: 26768 Facility Type: RETAIL Facility Begin Date: 09/01/1987 Facility Status: ACTIVE Additional ID: 945744612002148 Facility Exempt Status: N TC6492348.2s Page 179 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number 7-ELEVEN STORE 40865 (Continued) 0001260675 Records Off-Site: Yes UST Financial Assurance Required: Yes Number Of Active UST: 3 Site Location Description: Not reported Site Location(Nearest City Name): Not reported Site Location(County Name): NUECES Site Location(Tceq Region): 14 Site Location(Location Zip): 78404 Contact Name/Title: PEGGIE BETZ, Contact Organization Name: 7-ELEVEN STORE 40865 Contact Mailing Address1: Not reported Contact Mailing Address2: Not reported Contact Mailing City/State/Zip: Not reported Contact Telephone: 9728287805 Facility Contact Address Deliverable: Not reported Contact Fax Number: Not reported Contact Email Address: PEGGIE.BETZ@7-11.COM Signature Date On Earliest Reg Form: 02/02/2018 Signature Name/Title On Earliest Reg Form: RAYMOND MCNIECE,REG COMP MGR Application Received Date On Earliest Reg Form: 02/08/2018 Signature Role On Earliest Reg Form: LEGAL AUTH REP OWNER Signature Company On Earliest Reg Form: Not reported Enforcement Action: No Facility Not Inspectable: No Operator: PrincID: 959578622001257 Additional ID: 945744612002148 Ai Number: 26768 Operator CN: CN600240329 Operator Name: 7-ELEVEN INC Operator Effective Begin Date: 01/23/2018 Operator Type: CO Operator Role: OWNOPRCON Contact Name: RAYMOND MCNIECE/ Contact Organization Name: 7-ELEVEN INC Contact Mailing Address(Delivery): PO BOX 711 Contact Mailing Address(Internal Delivery): Not reported Contact Mailing City/State/Zip: DALLAS TX 75221-0711 Contact Phone Country Code: 1 Contact Phone Area Code: 847 Contact Phone Number: 6081136 Contact Phone Extension: 0 Contact Fax Country Code: 1 Contact Fax Area Code: 972 Contact Fax Number: 8286896 Contact Fax Extension: 0 Contact Email Address: RAYMOND.MCNIECE@7-11.COM Contact Address Deliverable: Not reported Owner: Owner CN: CN600240329 Owner Last Name: 7-ELEVEN INC Owner First Name: Not reported Owner Middle Name: Not reported Owner Type: CO Contact Mailing Address(Delivery): 3200 HACKBERRY RD TC6492348.2s Page 180 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number 7-ELEVEN STORE 40865 (Continued) 0001260675 Contact Mailing Address(Internal Delivery): Not reported Contact Mailing City: IRVING Contact Mailing State: TX Contact Mailing Zip: 75063 Contact Mailing Zips: 0131 Contact Phone Number/Ext: 1 972 8267450/0 Contact Fax Country Code: Not reported Contact Fax Number/Ext: / Contact Email Address: Not reported Contact Address Deliverable: Not reported PrincID: 959578622001257 Additional ID: 945744612002148 Al Number: 26768 Owner Effective Begin Date: 01/23/2018 State Tax ID: 17510851318 Contact Role: OWNCON Contact Name/Title: RAY MCNIECE/ Contact Organization Name: 7-ELEVEN INC Self Certification: Self Cert ID: 63820 Cert ID: 330620 Al Number: 26768 Self Certification Date: 01/09/2020 Signature Name/Title: Raymond Mcniece Env.Mgr. Signature Type Role: LEGAL AUTH REP OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 01/31/2021 Reporting Method: S Tank Corrosion Protection Compliance: Y Piping Corrosion Protection Compliance: Y Compartment Release Detection Compliance: Y Piping Release Detection Compliance: Y Spill Prevention/Overfill Compliance: Y Self Cert ID: 63820 Cert ID: 315148 Al Number: 26768 Self Certification Date: 01/24/2019 Signature Name/Title: Raymond Mcniece ENV. MGR Signature Type Role: LEGAL AUTH REP OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 01/31/2020 Reporting Method: S Tank Corrosion Protection Compliance: Y Piping Corrosion Protection Compliance: Y Compartment Release Detection Compliance: Y Piping Release Detection Compliance: Y Spill Prevention/Overfill Compliance: Y TC6492348.2s Page 181 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number 7-ELEVEN STORE 40865 (Continued) 0001260675 Self Cert ID: 63820 Cert ID: 299877 Al Number: 26768 Self Certification Date: 02/02/2018 Signature Name/Title: RAYMOND MCNIECE REG COMP MGR Signature Type Role: LEGAL AUTH REP OWNER Filing Status: INITIAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 01/31/2019 Reporting Method: P Tank Corrosion Protection Compliance: Y Piping Corrosion Protection Compliance: Y Compartment Release Detection Compliance: Y Piping Release Detection Compliance: Y Spill Prevention/Overfill Compliance: Y Self Cert ID: 63820 Cert ID: 297695 Al Number: 26768 Self Certification Date: 01/22/2018 Signature Name/Title: Megan Scotton Permits Specialist Signature Type Role: LEGAL AUTH REP OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 01/31/2019 Reporting Method: S Tank Corrosion Protection Compliance: Y Piping Corrosion Protection Compliance: Y Compartment Release Detection Compliance: Y Piping Release Detection Compliance: Y Spill Prevention/Overfill Compliance: Y Self Cert ID: 63820 Cert ID: 280261 Al Number: 26768 Self Certification Date: 01/10/2017 Signature Name/Title: Craig E Scotton Director of Petroleu Signature Type Role: LEGAL AUTH REP OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 01/31/2018 Reporting Method: S Tank Corrosion Protection Compliance: Y Piping Corrosion Protection Compliance: Y Compartment Release Detection Compliance: Y Piping Release Detection Compliance: Y Spill Prevention/Overfill Compliance: Y TC6492348.2s Page 182 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number 7-ELEVEN STORE 40865 (Continued) 0001260675 Self Cert ID: 63820 Cert ID: 261924 Al Number: 26768 Self Certification Date: 12/03/2015 Signature Name/Title: Craig E Scotton Director of Petroleu Signature Type Role: LEGAL AUTH REP OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 01/31/2017 Reporting Method: S Tank Corrosion Protection Compliance: Y Piping Corrosion Protection Compliance: Y Compartment Release Detection Compliance: Y Piping Release Detection Compliance: Y Spill Prevention/Overfill Compliance: Y Self Cert ID: 63820 Cert ID: 244957 Al Number: 26768 Self Certification Date: 12/02/2014 Signature Name/Title: Craig E Scotton Director of Petroleu Signature Type Role: LEGAL AUTH REP OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 01/31/2016 Reporting Method: S Tank Corrosion Protection Compliance: Y Piping Corrosion Protection Compliance: Y Compartment Release Detection Compliance: Y Piping Release Detection Compliance: Y Spill Prevention/Overfill Compliance: Y Self Cert ID: 63820 Cert ID: 228864 Al Number: 26768 Self Certification Date: 12/23/2013 Signature Name/Title: Craig E Scotton Environmental Manage Signature Type Role: LEGAL AUTH REP OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 01/31/2015 Reporting Method: S Tank Corrosion Protection Compliance: Y Piping Corrosion Protection Compliance: Y Compartment Release Detection Compliance: Y Piping Release Detection Compliance: Y Spill Prevention/Overfill Compliance: Y TC6492348.2s Page 183 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number 7-ELEVEN STORE 40865 (Continued) 0001260675 Self Cert ID: 63820 Cert ID: 72204 Al Number: 26768 Self Certification Date: 12/12/2012 Signature Name/Title: CRAIG E SCOTTON DIRECTOR OF PETROLEU Signature Type Role: LEGAL AUTH REP OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 01/31/2014 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 63820 Cert ID: 72203 Al Number: 26768 Self Certification Date: 12/07/2011 Signature Name/Title: CRAIG E SCOTTON ENVIRONMENTAL MANAGE Signature Type Role: LEGAL AUTH REP OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 01/31/2013 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 63820 Cert ID: 72202 Al Number: 26768 Self Certification Date: 01/11/2011 Signature Name/Title: CRAIG E SCOTTON SR. DIR. PETROLEUM Signature Type Role: LEGAL AUTH REP OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 01/31/2012 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported TC6492348.2s Page 184 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number 7-ELEVEN STORE 40865 (Continued) 0001260675 Self Cert ID: 63820 Cert ID: 72201 Al Number: 26768 Self Certification Date: 12/08/2009 Signature Name/Title: CRAIG SCOTTON DIR OF PETRO SRV Signature Type Role: LEGAL AUTH REP OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 01/31/2011 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 63820 Cert ID: 72200 Al Number: 26768 Self Certification Date: 12/11/2008 Signature Name/Title: CRAIG E SCOTTON DIRECTOR OF PETROLEU Signature Type Role: LEGAL AUTH REP OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 01/31/2010 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 63820 Cert ID: 72199 Al Number: 26768 Self Certification Date: 01/16/2008 Signature Name/Title: CRAIG E SCOTTON DIRECTOR PETROLEUM M Signature Type Role: LEGAL AUTH REP OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 01/31/2009 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported TC6492348.2s Page 185 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number 7-ELEVEN STORE 40865 (Continued) 0001260675 Self Cert ID: 63820 Cert ID: 72198 Al Number: 26768 Self Certification Date: 12/22/2006 Signature Name/Title: CRAIG E SCOTTON DIRECTOR PETROLEUM M Signature Type Role: LEGAL AUTH REP OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 01/31/2008 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 63820 Cert ID: 72197 Al Number: 26768 Self Certification Date: 12/19/2005 Signature Name/Title: ROBERT MUIR V.P. FACILITIES MGMT Signature Type Role: LEGAL AUTH REP OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 01/31/2007 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 63820 Cert ID: 72196 Al Number: 26768 Self Certification Date: 12/30/2004 Signature Name/Title: ROBERT MUIR V.P. FACILITIES MGMT Signature Type Role: LEGAL AUTH REP OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 01/31/2006 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported TC6492348.2s Page 186 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number 7-ELEVEN STORE 40865 (Continued) 0001260675 Self Cert ID: 63820 Cert ID: 72195 Al Number: 26768 Self Certification Date: 12/11/2003 Signature Name/Title: ROBERT MUIR V.P FACILITIES MGMT. Signature Type Role: LEGAL AUTH REP OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 01/31/2005 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 63820 Cert ID: 72194 Al Number: 26768 Self Certification Date: 12/20/2002 Signature Name/Title: RED KLUCK ENVIRO MGR Signature Type Role: LEGAL AUTH REP OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 01/31/2004 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 63820 Cert ID: 72193 Al Number: 26768 Self Certification Date: 12/14/2001 Signature Name/Title: RED KLUCK ENVIRO MGR Signature Type Role: LEGAL AUTH REP OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 01/31/2003 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported TC6492348.2s Page 187 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number 7-ELEVEN STORE 40865 (Continued) 0001260675 Self Cert ID: 63820 Cert ID: 72192 Al Number: 26768 Self Certification Date: 10/16/2001 Signature Name/Title: RED KLUCK ENVIRO MGR Signature Type Role: LEGAL AUTH REP OWNER Filing Status: INITIAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 01/31/2002 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 63820 Cert ID: 72191 Al Number: 26768 Self Certification Date: 01/16/2001 Signature Name/Title: JOHN R LEFTWICH VP Signature Type Role: LEGAL AUTH REP OWNER Filing Status: INITIAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 02/28/2002 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Tank: Install Date: 10/01/1992 Tank Registration Date: 05/08/1986 Number of Compartments: 1 Tank Capacity: 8000 Tank Singlewall: Y Tank Doublewall: N Pipe Type: P UST ID: 70133 Facility ID: 63820 Ai Number: 26768 Tank Id: 2 Tank Status(Current): IN USE Tank Status Date: 10/01/1992 Empty: N Tank Regulatory Status: FULLY REGULATED Tank Int Prot(Internal Tank Lining Date): Not reported Piping Design(Single Wall): Y Piping Design(Double Wall): N TC6492348.2s Page 188 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number 7-ELEVEN STORE 40865 (Continued) 0001260675 Tank Ext Cont(Fac-Built Nonmetallic Jacket): N Tank Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Tank Ext Cont(Tank Vault/Rigid Trench Liner): N Piping Ext Cont(Fac-Built Nonmetallic Jacket): N Piping Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Piping Ext Cont(Tank Vault/Rigid Trench Liner): N Tank Material(Steel): N Tank Material(Frp(Fi berglass-Reinforced Plastic): N Tank Mat(Composite(Steel W/Ext Frp Cladding)): Y Tank Mat(Concrete): N Tank Mat(Jacketed(Steel W/Ext Nonmetallic Jck)): N Tank Mat(Coated(Steel W/ExtPolyurethane Cladding)): N Piping Material(Steel): N Piping Mat(Frp(Fiberglass Reinforced Plastic): Y Piping Mat(Concrete): N Piping Mat(Jacketed(Steel W/Ext Nonmetallic Jacket)): N Piping Mat(Nonmetallic Flex Piping): N PipingConnect/Valves(Shear/Impact Valves(Under Disp)): N Piping Connect/Valves(Steel Swing-Joints(End Of Piping)): N Piping Connect/Valves(Flex Connectors(Ends Of Piping)): N Tank Corr Prot Meth(TCPM)(Cathodic-Field Installation): N TCPM(ExtDielectricCoat/Laminate/Tape/Wrap): N TCPM(Cathodic Prot-Faclnstallation): N TCPM(Composite Tank(Steel W/Frp Ext Laminate): Y TCPMeth(Coated Tank(Steel W/ExtPolyurethaneLaminate): N TCPM(FRP Tank Or Piping(Noncorrodible)): N TCPM(Ext Nonmetallic Jacket): N TCPMeth(Unnecessary Per Corrosion Prot Spec): N Piping Corr Prot Meth(Dielectric Coat/Laminate/Tape/Wrap): N Piping Corr Prot Method(PCPM)(Cathodic Factory Install): N PCPM(Cathodic Prot-Field Install): N PCPMethod(FRP Tank Or Piping(Noncorrodible): Y PCPM(Nonmetallic FlexPiping(Noncorrodible)): N PCPMeth(Isolated Open Area/2nd Containment): N PCPM(Dual Protected): N PCPM(Unnec Per Corrosion Prot Specialist): N Tank Corr Prot Compliance Flag: Y Piping Corr Prot Compliance Flag: Y Tank Corrosion Prot Variance: N Piping Corrosion Prot Variance: N Temp Out Of Service Compliance: Y Technical Compliance Flag: Y Tank Tested Flag: N Installation Signature Date: Not reported Compartment Records: Tank ID: 2 Tank Capacity: 8000 UST Comprt ID: 75407 UST ID: 70133 Al Number: 26768 Compartment ID: A Substance Stored1: GASOLINE Substance Stored2: Not reported Substance Stored3: Not reported CompartmentReleaseDetectionMethod(Vapor): N CRDM(GW Monitoring): N CRDM(Monitoring Of Secondary Cont Barrier): N TC6492348.2s Page 189 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number 7-ELEVEN STORE 40865 (Continued) 0001260675 CRDM(Auto Tank Gauge Test/Inv Control): Y CRD M(interstitial Monitoring SecWall/Jacket): N CRDM(Wkly Manual Gauging(Tanks<=1000 G): N CRDM(Mthly Tank Gauging(Emer Gen Tanks): N CRDM(Sir(Stat Inv Reconciliation)/Inv Control): N PipingReleaseDetectionMethod(PRDM)(Vapor): N PRD M(Groundwater Monitoring): N PRDM(Monitoring Sec Containment Barrier): N PRDM(InterstitialMonitoring w/in SecWall/Jacket): N PRDM(Mthly Piping Tightness Test)@.2Gph: N PRDM(AnnualPipingTightTest/ElecMon@.1Gph: Y PRDM(TriennialTightTest(Suction/GravityPiping): N PRDM AutoLineLeakDet(3.0 Gph PressPiping): Y PRDM(Sir(Statlnv Recon)/Inv Control)): N PRDM(Exempt System Suction: N Spill Overfill Prevention Equip(SOPE): Y SOPE(Spill Cont/Bucket/Sump): Y SOPE(DelShut-Off Valve)): Y SOPE(FlowRestrictorValue: N SOPE(Alarm(Set@<=90%)W/3a Or 3b: N SOPE(N/A Deliveries To Tank<=25G): N Compartment Release Det Compliance Flag: Y Piping Release Detection Compliance Flag): Y Spill/OverfillPreventionCompliance Flag: Y Compartment Release Detection Variance: N Piping Release Detection Variance: N Spill And Overfill Prevention Variance: N Stage I Vapor Recovery: EXEMPT BY TCEQ RULE Stage 1 Installation Date: Not reported Install Date: 01/01/1985 Tank Registration Date: 05/08/1986 Number of Compartments: 1 Tank Capacity: 1000 Tank Singlewall: N Tank Doublewall: N Pipe Type: Not reported UST ID: 70127 Facility ID: 63820 Ai Number: 26768 Tank Id: 4 Tank Status(Current): REMOVED FROM GROUND Tank Status Date: 07/30/1987 Empty: N Tank Regulatory Status: FULLY REGULATED Tank Int Prot(Internal Tank Lining Date): Not reported Piping Design(Single Wall): N Piping Design(Double Wall): N Tank Ext Cont(Fac-Built Nonmetallic Jacket): N Tank Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Tank Ext Cont(Tank Vault/Rigid Trench Liner): N Piping Ext Cont(Fac-Built Nonmetallic Jacket): N Piping Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Piping Ext Cont(Tank Vault/Rigid Trench Liner): N Tank Material(Steel): N Tank Material(Frp(Fi berglass-Reinforced Plastic): Y TC6492348.2s Page 190 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number 7-ELEVEN STORE 40865 (Continued) 0001260675 Tank Mat(Composite(Steel W/Ext Frp Cladding)): N Tank Mat(Concrete): N Tank Mat(Jacketed(Steel W/Ext Nonmetallic Jck)): N Tank Mat(Coated(Steel W/ExtPolyurethane Cladding)): N Piping Material(Steel): N Piping Mat(Frp(Fiberglass Reinforced Plastic): Y Piping Mat(Concrete): N Piping Mat(Jacketed(Steel W/Ext Nonmetallic Jacket)): N Piping Mat(Nonmetallic Flex Piping): N PipingConnect/Valves(Shear/Impact Valves(Under Disp)): N Piping Connect/Valves(Steel Swing-Joints(End Of Piping)): N Piping Connect/Valves(Flex Connectors(Ends Of Piping)): N Tank Corr Prot Meth(TCPM)(Cathodic-Field Installation): N TCPM(ExtDielectricCoat/Laminate/Tape/Wrap): N TCPM(Cathodic Prot-Faclnstallation): N TCPM(Composite Tank(Steel W/Frp Ext Laminate): N TCPMeth(Coated Tank(Steel W/ExtPolyurethaneLaminate): N TCPM(FRP Tank Or Piping(Noncorrodible)): Y TCPM(Ext Nonmetallic Jacket): N TCPMeth(Unnecessary Per Corrosion Prot Spec): N Piping Corr Prot Meth(Dielectric Coat/Laminate/Tape/Wrap): N Piping Corr Prot Method(PCPM)(Cathodic Factory Install): N PCPM(Cathodic Prot-Field Install): N PCPMethod(FRP Tank Or Piping(Noncorrodible): N PCPM(Nonmetallic FlexPiping(Noncorrodible)): N PCPMeth(Isolated Open Area/2nd Containment): N PCPM(Dual Protected): N PCPM(Unnec Per Corrosion Prot Specialist): N Tank Corr Prot Compliance Flag: Y Piping Corr Prot Compliance Flag: N Tank Corrosion Prot Variance: N Piping Corrosion Prot Variance: N Temp Out Of Service Compliance: N Technical Compliance Flag: N Tank Tested Flag: N Installation Signature Date: Not reported Compartment Records: Tank ID: 4 Tank Capacity: 1000 UST Comprt ID: 75401 UST ID: 70127 Al Number: 26768 Compartment ID: A Substance Storedl: USED OIL Substance Stored2: Not reported Substance Stored3: Not reported CompartmentReleaseDetectionMethod(Vapor): N CRDM(GW Monitoring): N CRDM(Monitoring Of Secondary Cont Barrier): N CRDM(Auto Tank Gauge Test/Inv Control): N CRD M(interstitial Monitoring SecWall/Jacket): N CRDM(Wkly Manual Gauging(Tanks-1000 G): N CRDM(Mthly Tank Gauging(Emer Gen Tanks): N CRDM(Sir(Stat Inv Reconciliation)/Inv Control): N PipingReleaseDetectionMethod(PRDM)(Vapor): N PRD M(Groundwater Monitoring): N PRDM(Monitoring Sec Containment Barrier): N TC6492348.2s Page 191 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number 7-ELEVEN STORE 40865 (Continued) 0001260675 PRDM(InterstitialMonitoring w/in SecWall/Jacket): N PRDM(Mthly Piping Tightness Test)@.2Gph: N PRDM(AnnualPipingTightTest/ElecMon@.1Gph: N PRDM(TriennialTightTest(Suction/GravityPiping): N PRDM AutoLineLeakDet(3.0 Gph PressPiping): N PRDM(Sir(Statlnv Recon)/Inv Control)): N PRDM(Exempt System Suction: N Spill Overfill Prevention Equip(SOPE): N SOPE(Spill Cont/Bucket/Sump): N SOPE(DelShut-Off Valve)): N SOPE(FlowRestrictorValue: N SOPE(Alarm(Set@<=90%)W/3a Or 3b: N SOPE(N/A Deliveries To Tank<=25G): N Compartment Release Det Compliance Flag: N Piping Release Detection Compliance Flag): N Spill/OverfillPreventionCompliance Flag: N Compartment Release Detection Variance: N Piping Release Detection Variance: N Spill And Overfill Prevention Variance: N Stage I Vapor Recovery: Not reported Stage 1 Installation Date: Not reported Install Date: 01/01/1985 Tank Registration Date: 05/08/1986 Number of Compartments: 1 Tank Capacity: 8000 Tank Singlewall: N Tank Doublewall: N Pipe Type: Not reported UST ID: 70128 Facility ID: 63820 Ai Number: 26768 Tank Id: 1A Tank Status(Current): REMOVED FROM GROUND Tank Status Date: 07/30/1987 Empty: N Tank Regulatory Status: FULLY REGULATED Tank Int Prot(Internal Tank Lining Date): Not reported Piping Design(Single Wall): N Piping Design(Double Wall): N Tank Ext Cont(Fac-Built Nonmetallic Jacket): N Tank Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Tank Ext Cont(Tank Vault/Rigid Trench Liner): N Piping Ext Cont(Fac-Built Nonmetallic Jacket): N Piping Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Piping Ext Cont(Tank Vault/Rigid Trench Liner): N Tank Material(Steel): N Tank Material(Frp(Fi berglass-Reinforced Plastic): Y Tank Mat(Composite(Steel W/Ext Frp Cladding)): N Tank Mat(Concrete): N Tank Mat(Jacketed(Steel W/Ext Nonmetallic Jck)): N Tank Mat(Coated(Steel W/ExtPolyurethane Cladding)): N Piping Material(Steel): N Piping Mat(Frp(Fiberglass Reinforced Plastic): Y Piping Mat(Concrete): N Piping Mat(Jacketed(Steel W/Ext Nonmetallic Jacket)): N TC6492348.2s Page 192 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number 7-ELEVEN STORE 40865 (Continued) 0001260675 Piping Mat(Nonmetallic Flex Piping): N PipingConnect/Valves(Shear/Impact Valves(Under Disp)): N Piping Connect/Valves(Steel Swing-Joints(End Of Piping)): N Piping Connect/Valves(Flex Connectors(Ends Of Piping)): N Tank Corr Prot Meth(TCPM)(Cathodic-Field Installation): N TCPM(ExtDielectricCoat/Laminate/Tape/Wrap): N TCPM(Cathodic Prot-Faclnstallation): N TCPM(Composite Tank(Steel W/Frp Ext Laminate): N TCPMeth(Coated Tank(Steel W/ExtPolyurethaneLaminate): N TCPM(FRP Tank Or Piping(Noncorrodible)): Y TCPM(Ext Nonmetallic Jacket): N TCPMeth(Unnecessary Per Corrosion Prot Spec): N Piping Corr Prot Meth(Dielectric Coat/Laminate/Tape/Wrap): N Piping Corr Prot Method(PCPM)(Cathodic Factory Install): N PCPM(Cathodic Prot-Field Install): N PCPMethod(FRP Tank Or Piping(Noncorrodible): N PCPM(Nonmetallic FlexPiping(Noncorrodible)): N PCPMeth(Isolated Open Area/2nd Containment): N PCPM(Dual Protected): N PCPM(Unnec Per Corrosion Prot Specialist): N Tank Corr Prot Compliance Flag: Y Piping Corr Prot Compliance Flag: N Tank Corrosion Prot Variance: N Piping Corrosion Prot Variance: N Temp Out Of Service Compliance: N Technical Compliance Flag: N Tank Tested Flag: N Installation Signature Date: Not reported Compartment Records: Tank ID: 1A Tank Capacity: 8000 UST Comprt ID: 75402 UST ID: 70128 Al Number: 26768 Compartment ID: A Substance Stored1: GASOLINE Substance Stored2: Not reported Substance Stored3: Not reported CompartmentReleaseDetectionMethod(Vapor): N CRDM(GW Monitoring): N CRDM(Monitoring Of Secondary Cont Barrier): N CRDM(Auto Tank Gauge Test/Inv Control): N CRD M(interstitial Monitoring SecWall/Jacket): N CRDM(Wkly Manual Gauging(Tanks-1000 G): N CRDM(Mthly Tank Gauging(Emer Gen Tanks): N CRDM(Sir(Stat Inv Reconciliation)/Inv Control): N PipingReleaseDetectionMethod(PRDM)(Vapor): N PRD M(Groundwater Monitoring): N PRDM(Monitoring Sec Containment Barrier): N PRDM(InterstitialMonitoring w/in SecWall/Jacket): N PRDM(Mthly Piping Tightness Test)@.2Gph: N PRDM(AnnualPipingTightTest/ElecMon@.1Gph: N PRDM(TriennialTightTest(Suction/GravityPiping): N PRDM AutoLineLeakDet(3.0 Gph PressPiping): N PRDM(Sir(Statlnv Recon)/Inv Control)): N PRDM(Exempt System Suction: N Spill Overfill Prevention Equip(SOPE): N TC6492348.2s Page 193 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number 7-ELEVEN STORE 40865 (Continued) 0001260675 SOPE(Spill Cont/Bucket/Sump): N SOPE(DelShut-Off Valve)): N SOPE(FlowRestrictorValue: N SOPE(Alarm(Set@-90%)W/3a Or 3b: N SOPE(N/A Deliveries To Tank-25G): N Compartment Release Det Compliance Flag: N Piping Release Detection Compliance Flag): N Spill/OverfillPreventionCompliance Flag: N Compartment Release Detection Variance: N Piping Release Detection Variance: N Spill And Overfill Prevention Variance: N Stage I Vapor Recovery: Not reported Stage 1 Installation Date: Not reported Install Date: 10/01/1992 Tank Registration Date: 05/08/1986 Number of Compartments: 1 Tank Capacity: 8000 Tank Singlewall: Y Tank Doublewall: N Pipe Type: P UST ID: 70132 Facility ID: 63820 Ai Number: 26768 Tank Id: 1 Tank Status(Current): IN USE Tank Status Date: 10/01/1992 Empty: N Tank Regulatory Status: FULLY REGULATED Tank Int Prot(Internal Tank Lining Date): Not reported Piping Design(Single Wall): Y Piping Design(Double Wall): N Tank Ext Cont(Fac-Built Nonmetallic Jacket): N Tank Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Tank Ext Cont(Tank Vault/Rigid Trench Liner): N Piping Ext Cont(Fac-Built Nonmetallic Jacket): N Piping Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Piping Ext Cont(Tank Vault/Rigid Trench Liner): N Tank Material(Steel): N Tank Material(Frp(Fi berglass-Reinforced Plastic): N Tank Mat(Composite(Steel W/Ext Frp Cladding)): Y Tank Mat(Concrete): N Tank Mat(Jacketed(Steel W/Ext Nonmetallic Jck)): N Tank Mat(Coated(Steel W/ExtPolyurethane Cladding)): N Piping Material(Steel): N Piping Mat(Frp(Fiberglass Reinforced Plastic): Y Piping Mat(Concrete): N Piping Mat(Jacketed(Steel W/Ext Nonmetallic Jacket)): N Piping Mat(Nonmetallic Flex Piping): N PipingConnect/Valves(Shear/Impact Valves(Under Disp)): N Piping Connect/Valves(Steel Swing-Joints(End Of Piping)): N Piping Connect/Valves(Flex Connectors(Ends Of Piping)): N Tank Corr Prot Meth(TCPM)(Cathodic-Field Installation): N TCPM(ExtDielectricCoat/Laminate/Tape/Wrap): N TCPM(Cathodic Prot-Faclnstallation): N TCPM(Composite Tank(Steel W/Frp Ext Laminate): Y TC6492348.2s Page 194 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number 7-ELEVEN STORE 40865 (Continued) 0001260675 TCPMeth(Coated Tank(Steel W/ExtPolyurethaneLaminate): N TCPM(FRP Tank Or Piping(Noncorrodible)): N TCPM(Ext Nonmetallic Jacket): N TCPMeth(Unnecessary Per Corrosion Prot Spec): N Piping Corr Prot Meth(Dielectric Coat/Laminate/Tape/Wrap): N Piping Corr Prot Method(PCPM)(Cathodic Factory Install): N PCPM(Cathodic Prot-Field Install): N PCPMethod(FRP Tank Or Piping(Noncorrodible): Y PCPM(Nonmetallic FlexPiping(Noncorrodible)): N PCPMeth(Isolated Open Area/2nd Containment): N PCPM(Dual Protected): N PCPM(Unnec Per Corrosion Prot Specialist): N Tank Corr Prot Compliance Flag: Y Piping Corr Prot Compliance Flag: Y Tank Corrosion Prot Variance: N Piping Corrosion Prot Variance: N Temp Out Of Service Compliance: Y Technical Compliance Flag: Y Tank Tested Flag: N Installation Signature Date: Not reported Compartment Records: Tank ID: 1 Tank Capacity: 8000 UST Comprt ID: 75406 UST ID: 70132 Al Number: 26768 Compartment ID: A Substance Stored1: GASOLINE Substance Stored2: Not reported Substance Stored3: Not reported CompartmentReleaseDetectionMethod(Vapor): N CRDM(GW Monitoring): N CRDM(Monitoring Of Secondary Cont Barrier): N CRDM(Auto Tank Gauge Test/Inv Control): Y CRD M(interstitial Monitoring SecWall/Jacket): N CRDM(Wkly Manual Gauging(Tanks<=1000 G): N CRDM(Mthly Tank Gauging(Emer Gen Tanks): N CRDM(Sir(Stat Inv Reconciliation)/Inv Control): N PipingReleaseDetectionMethod(PRDM)(Vapor): N PRD M(Groundwater Monitoring): N PRDM(Monitoring Sec Containment Barrier): N PRDM(InterstitialMonitoring w/in SecWall/Jacket): N PRDM(Mthly Piping Tightness Test)@.2Gph: N PRDM(AnnualPipingTightTest/ElecMon@.1Gph: Y PRDM(TriennialTightTest(Suction/GravityPiping): N PRDM AutoLineLeakDet(3.0 Gph PressPiping): Y PRDM(Sir(Statlnv Recon)/Inv Control)): N PRDM(Exempt System Suction: N Spill Overfill Prevention Equip(SOPE): Y SOPE(Spill Cont/Bucket/Sump): Y SOPE(DelShut-Off Valve)): Y SOPE(FlowRestrictorValue: N SOPE(Alarm(Set@<=90%)W/3a Or 3b: N SOPE(N/A Deliveries To Tank<=25G): N Compartment Release Det Compliance Flag: Y Piping Release Detection Compliance Flag): Y Spill/OverfillPreventionCompliance Flag: Y TC6492348.2s Page 195 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number 7-ELEVEN STORE 40865 (Continued) 0001260675 Compartment Release Detection Variance: N Piping Release Detection Variance: N Spill And Overfill Prevention Variance: N Stage I Vapor Recovery: EXEMPT BY TCEQ RULE Stage 1 Installation Date: Not reported Install Date: 01/01/1985 Tank Registration Date: 05/08/1986 Number of Compartments: 1 Tank Capacity: 10000 Tank Singlewall: N Tank Doublewall: N Pipe Type: Not reported UST ID: 70130 Facility ID: 63820 Ai Number: 26768 Tank Id: 2A Tank Status(Current): REMOVED FROM GROUND Tank Status Date: 07/30/1987 Empty: N Tank Regulatory Status: FULLY REGULATED Tank Int Prot(Internal Tank Lining Date): Not reported Piping Design(Single Wall): N Piping Design(Double Wall): N Tank Ext Cont(Fac-Built Nonmetallic Jacket): N Tank Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Tank Ext Cont(Tank Vault/Rigid Trench Liner): N Piping Ext Cont(Fac-Built Nonmetallic Jacket): N Piping Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Piping Ext Cont(Tank Vault/Rigid Trench Liner): N Tank Material(Steel): N Tank Material(Frp(Fi berglass-Reinforced Plastic): Y Tank Mat(Composite(Steel W/Ext Frp Cladding)): N Tank Mat(Concrete): N Tank Mat(Jacketed(Steel W/Ext Nonmetallic Jck)): N Tank Mat(Coated(Steel W/ExtPolyurethane Cladding)): N Piping Material(Steel): N Piping Mat(Frp(Fiberglass Reinforced Plastic): Y Piping Mat(Concrete): N Piping Mat(Jacketed(Steel W/Ext Nonmetallic Jacket)): N Piping Mat(Nonmetallic Flex Piping): N PipingConnect/Valves(Shear/Impact Valves(Under Disp)): N Piping Connect/Valves(Steel Swing-Joints(End Of Piping)): N Piping Connect/Valves(Flex Connectors(Ends Of Piping)): N Tank Corr Prot Meth(TCPM)(Cathodic-Field Installation): N TCPM(ExtDielectricCoat/Laminate/Ta pe/Wrap): N TCPM(Cathodic Prot-Faclnstallation): N TCPM(Composite Tank(Steel W/Frp Ext Laminate): N TCPMeth(Coated Tank(Steel W/ExtPolyurethaneLaminate): N TCPM(FRP Tank Or Piping(Noncorrodible)): Y TCPM(Ext Nonmetallic Jacket): N TCPMeth(Unnecessary Per Corrosion Prot Spec): N Piping Corr Prot Meth(Dielectric Coat/Laminate/Tape/Wrap): N Piping Corr Prot Method(PCPM)(Cathodic Factory Install): N PCPM(Cathodic Prot-Field Install): N PCPMethod(FRP Tank Or Piping(Noncorrodible): N TC6492348.2s Page 196 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number 7-ELEVEN STORE 40865 (Continued) 0001260675 PCPM(Nonmetallic FlexPiping(Noncorrodible)): N PCPMeth(Isolated Open Area/2nd Containment): N PCPM(Dual Protected): N PCPM(Unnec Per Corrosion Prot Specialist): N Tank Corr Prot Compliance Flag: Y Piping Corr Prot Compliance Flag: N Tank Corrosion Prot Variance: N Piping Corrosion Prot Variance: N Temp Out Of Service Compliance: N Technical Compliance Flag: N Tank Tested Flag: N Installation Signature Date: Not reported Compartment Records: TanklD: 2A Tank Capacity: 10000 UST Comprt ID: 75404 UST ID: 70130 Al Number: 26768 Compartment ID: A Substance Storedl: GASOLINE Substance Stored2: Not reported Substance Stored3: Not reported CompartmentReleaseDetectionMethod(Vapor): N CRDM(GW Monitoring): N CRDM(Monitoring Of Secondary Cont Barrier): N CRDM(Auto Tank Gauge Test/Inv Control): N CRD M(interstitial Monitoring SecWall/Jacket): N CRDM(Wkly Manual Gauging(Tanks-1000 G): N CRDM(Mthly Tank Gauging(Emer Gen Tanks): N CRDM(Sir(Stat Inv Reconciliation)/Inv Control): N PipingReleaseDetectionMethod(PRDM)(Vapor): N PRD M(Groundwater Monitoring): N PRDM(Monitoring Sec Containment Barrier): N PRDM(InterstitialMonitoring w/in SecWall/Jacket): N PRDM(Mthly Piping Tightness Test)@.2Gph: N PRDM(AnnualPipingTightTest/ElecMon@.1Gph: N PRDM(TriennialTightTest(Suction/GravityPiping): N PRDM AutoLineLeakDet(3.0 Gph PressPiping): N PRDM(Sir(Statlnv Recon)/Inv Control)): N PRDM(Exempt System Suction: N Spill Overfill Prevention Equip(SOPE): N SOPE(Spill Cont/Bucket/Sump): N SOPE(DelShut-Off Valve)): N SOPE(FlowRestrictorValue: N SOPE(Alarm(Set@<=90%)W/3a Or 3b: N SOPE(N/A Deliveries To Tank-25G): N Compartment Release Det Compliance Flag: N Piping Release Detection Compliance Flag): N Spill/OverfillPreventionCompliance Flag: N Compartment Release Detection Variance: N Piping Release Detection Variance: N Spill And Overfill Prevention Variance: N Stage I Vapor Recovery: Not reported Stage 1 Installation Date: Not reported Install Date: 10/01/1992 TC6492348.2s Page 197 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number 7-ELEVEN STORE 40865 (Continued) 0001260675 Tank Registration Date: 05/08/1986 Number of Compartments: 1 Tank Capacity: 8000 Tank Singlewall: Y Tank Doublewall: N Pipe Type: P UST ID: 70131 Facility ID: 63820 Ai Number: 26768 Tank Id: 3 Tank Status(Current): IN USE Tank Status Date: 10/01/1992 Empty: N Tank Regulatory Status: FULLY REGULATED Tank Int Prot(Internal Tank Lining Date): Not reported Piping Design(Single Wall): Y Piping Design(Double Wall): N Tank Ext Cont(Fac-Built Nonmetallic Jacket): N Tank Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Tank Ext Cont(Tank Vault/Rigid Trench Liner): N Piping Ext Cont(Fac-Built Nonmetallic Jacket): N Piping Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Piping Ext Cont(Tank Vault/Rigid Trench Liner): N Tank Material(Steel): N Tank Material(Frp(Fi berglass-Reinforced Plastic): N Tank Mat(Composite(Steel W/Ext Frp Cladding)): Y Tank Mat(Concrete): N Tank Mat(Jacketed(Steel W/Ext Nonmetallic Jck)): N Tank Mat(Coated(Steel W/ExtPolyurethane Cladding)): N Piping Material(Steel): N Piping Mat(Frp(Fiberglass Reinforced Plastic): Y Piping Mat(Concrete): N Piping Mat(Jacketed(Steel W/Ext Nonmetallic Jacket)): N Piping Mat(Nonmetallic Flex Piping): N PipingConnect/Valves(Shear/Impact Valves(Under Disp)): N Piping Connect/Valves(Steel Swing-Joints(End Of Piping)): N Piping Connect/Valves(Flex Connectors(Ends Of Piping)): N Tank Corr Prot Meth(TCPM)(Cathodic-Field Installation): N TCPM(ExtDielectricCoat/Laminate/Tape/Wrap): N TCPM(Cathodic Prot-Faclnstallation): N TCPM(Composite Tank(Steel W/Frp Ext Laminate): Y TCPMeth(Coated Tank(Steel W/ExtPolyurethaneLaminate): N TCPM(FRP Tank Or Piping(Noncorrodible)): N TCPM(Ext Nonmetallic Jacket): N TCPMeth(Unnecessary Per Corrosion Prot Spec): N Piping Corr Prot Meth(Dielectric Coat/Laminate/Tape/Wrap): N Piping Corr Prot Method(PCPM)(Cathodic Factory Install): N PCPM(Cathodic Prot-Field Install): N PCPMethod(FRP Tank Or Piping(Noncorrodible): Y PCPM(Nonmetallic FlexPiping(Noncorrodible)): N PCPMeth(Isolated Open Area/2nd Containment): N PCPM(Dual Protected): N PCPM(Unnec Per Corrosion Prot Specialist): N Tank Corr Prot Compliance Flag: Y Piping Corr Prot Compliance Flag: Y Tank Corrosion Prot Variance: N Piping Corrosion Prot Variance: N TC6492348.2s Page 198 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number 7-ELEVEN STORE 40865 (Continued) 0001260675 Temp Out Of Service Compliance: Y Technical Compliance Flag: Y Tank Tested Flag: N Installation Signature Date: Not reported Compartment Records: Tank ID: 3 Tank Capacity: 8000 UST Comprt ID: 75405 UST ID: 70131 Al Number: 26768 Compartment ID: A Substance Stored1: GASOLINE Substance Stored2: Not reported Substance Stored3: Not reported CompartmentReleaseDetectionMethod(Vapor): N CRDM(GW Monitoring): N CRDM(Monitoring Of Secondary Cont Barrier): N CRDM(Auto Tank Gauge TestlInv Control): Y CRD M(interstitial Monitoring SecWall/Jacket): N CRDM(Wkly Manual Gauging(Tanks<=1000 G): N CRDM(Mthly Tank Gauging(Emer Gen Tanks): N CRDM(Sir(Stat Inv Reconciliation)/Inv Control): N PipingReleaseDetectionMethod(PRDM)(Vapor): N PRD M(Groundwater Monitoring): N PRDM(Monitoring Sec Containment Barrier): N PRDM(InterstitialMonitoring w/in SecWall/Jacket): N PRDM(Mthly Piping Tightness Test)@.2Gph: N PRDM(AnnualPipingTightTest/ElecMon@.1Gph: Y PRDM(TriennialTightTest(Suction/GravityPiping): N PRDM AutoLineLeakDet(3.0 Gph PressPiping): Y PRDM(Sir(Statlnv Recon)/Inv Control)): N PRDM(Exempt System Suction: N Spill Overfill Prevention Equip(SOPE): Y SOPE(Spill Cont/Bucket/Sump): Y SOPE(DelShut-Off Valve)): Y SOPE(FlowRestrictorValue: N SOPE(Alarm(Set@<=90%)W/3a Or 3b: N SOPE(N/A Deliveries To Tank<=25G): N Compartment Release Det Compliance Flag: Y Piping Release Detection Compliance Flag): Y Spill/OverfillPreventionCompliance Flag: Y Compartment Release Detection Variance: N Piping Release Detection Variance: N Spill And Overfill Prevention Variance: N Stage I Vapor Recovery: EXEMPT BY TCEQ RULE Stage 1 Installation Date: Not reported Install Date: 01/01/1985 Tank Registration Date: 05/08/1986 Number of Compartments: 1 Tank Capacity: 12000 Tank Singlewall: N Tank Doublewall: N Pipe Type: Not reported UST ID: 70129 Facility ID: 63820 TC6492348.2s Page 199 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number 7-ELEVEN STORE 40865 (Continued) 0001260675 Ai Number: 26768 Tank Id: 3A Tank Status(Current): REMOVED FROM GROUND Tank Status Date: 07/30/1987 Empty: N Tank Regulatory Status: FULLY REGULATED Tank Int Prot(Internal Tank Lining Date): Not reported Piping Design(Single Wall): N Piping Design(Double Wall): N Tank Ext Cont(Fac-Built Nonmetallic Jacket): N Tank Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Tank Ext Cont(Tank Vault/Rigid Trench Liner): N Piping Ext Cont(Fac-Built Nonmetallic Jacket): N Piping Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Piping Ext Cont(Tank Vault/Rigid Trench Liner): N Tank Material(Steel): N Tank Material(Frp(Fi berglass-Reinforced Plastic): Y Tank Mat(Composite(Steel W/Ext Frp Cladding)): N Tank Mat(Concrete): N Tank Mat(Jacketed(Steel W/Ext Nonmetallic Jck)): N Tank Mat(Coated(Steel W/ExtPolyurethane Cladding)): N Piping Material(Steel): N Piping Mat(Frp(Fiberglass Reinforced Plastic): Y Piping Mat(Concrete): N Piping Mat(Jacketed(Steel W/Ext Nonmetallic Jacket)): N Piping Mat(Nonmetallic Flex Piping): N PipingConnect/Valves(Shear/Impact Valves(Under Disp)): N Piping Connect/Valves(Steel Swing-Joints(End Of Piping)): N Piping Connect/Valves(Flex Connectors(Ends Of Piping)): N Tank Corr Prot Meth(TCPM)(Cathodic-Field Installation): N TCPM(ExtDielectricCoat/Laminate/Tape/Wrap): N TCPM(Cathodic Prot-Faclnstallation): N TCPM(Composite Tank(Steel W/Frp Ext Laminate): N TCPMeth(Coated Tank(Steel W/ExtPolyurethaneLaminate): N TCPM(FRP Tank Or Piping(Noncorrodible)): Y TCPM(Ext Nonmetallic Jacket): N TCPMeth(Unnecessary Per Corrosion Prot Spec): N Piping Corr Prot Meth(Dielectric Coat/Laminate/Tape/Wrap): N Piping Corr Prot Method(PCPM)(Cathodic Factory Install): N PCPM(Cathodic Prot-Field Install): N PCPMethod(FRP Tank Or Piping(Noncorrodible): N PCPM(Nonmetallic FlexPiping(Noncorrodible)): N PCPMeth(Isolated Open Area/2nd Containment): N PCPM(Dual Protected): N PCPM(Unnec Per Corrosion Prot Specialist): N Tank Corr Prot Compliance Flag: Y Piping Corr Prot Compliance Flag: N Tank Corrosion Prot Variance: N Piping Corrosion Prot Variance: N Temp Out Of Service Compliance: N Technical Compliance Flag: N Tank Tested Flag: N Installation Signature Date: Not reported Compartment Records: TanklD: 3A Tank Capacity: 12000 UST Comprt ID: 75403 TC6492348.2s Page 200 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number 7-ELEVEN STORE 40865 (Continued) 0001260675 UST ID: 70129 Al Number: 26768 Compartment ID: A Substance Stored1: GASOLINE Substance Stored2: Not reported Substance Stored3: Not reported CompartmentReleaseDetectionMethod(Vapor): N CRDM(GW Monitoring): N CRDM(Monitoring Of Secondary Cont Barrier): N CRDM(Auto Tank Gauge Test/Inv Control): N CRD M(interstitial Monitoring SecWall/Jacket): N CRDM(Wkly Manual Gauging(Tanks-1000 G): N CRDM(Mthly Tank Gauging(Emer Gen Tanks): N CRDM(Sir(Stat Inv Reconciliation)/Inv Control): N PipingReleaseDetectionMethod(PRDM)(Vapor): N PRD M(Groundwater Monitoring): N PRDM(Monitoring Sec Containment Barrier): N PRDM(InterstitialMonitoring w/in SecWall/Jacket): N PRDM(Mthly Piping Tightness Test)@.2Gph: N PRDM(AnnualPipingTightTest/ElecMon@.1Gph: N PRDM(TriennialTightTest(Suction/GravityPiping): N PRDM AutoLineLeakDet(3.0 Gph PressPiping): N PRDM(Sir(Statlnv Recon)/Inv Control)): N PRDM(Exempt System Suction: N Spill Overfill Prevention Equip(SOPE): N SOPE(Spill Cont/Bucket/Sump): N SOPE(DelShut-Off Valve)): N SOPE(FlowRestrictorValue: N SOPE(Alarm(Set@-90%)W/3a Or 3b: N SOPE(N/A Deliveries To Tank-25G): N Compartment Release Det Compliance Flag: N Piping Release Detection Compliance Flag): N Spill/OverfillPreventionCompliance Flag: N Compartment Release Detection Variance: N Piping Release Detection Variance: N Spill And Overfill Prevention Variance: N Stage I Vapor Recovery: Not reported Stage 1 Installation Date: Not reported Construction Notification: NOC ID: 32202 Facility ID: 63820 Al Number: 26768 Application Received Date: 11/17/2017 Scheduled Construction Date: 11/16/2017 UST Improvement: Y UST Installation: N UST Removal: N UST Repair: N UST Return To Service: N UST Replacement: N UST Abandonment: N UST Stage I: N AST Installation: N AST Stage I: N Historical Tracking Number: Not reported TC6492348.2s Page 201 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number 7-ELEVEN STORE 40865 (Continued) 0001260675 Waiver Flag: Not reported Late Filing Flag: Y Form Received Date: 11/17/2017 Signature Date On Form: 11/15/2017 Signature Name On Form: LISA M GALAWAY Signature Company On Form: Not reported Signature Title On Form: Not reported Signature Role: Not reported Owner Name At Time Of Construction: STRIPES LLC;STRIPES LLC Owner CN At Time Of Construction: CN603241563,CN603241563 Owner AR At Time Of Construction: 46081A,46081 U General Desc Of Prop Construct: REPLACE DEFECTIVE REGULAR SPILL CONTAINMENT. REQUEST 30 DAY WAIVER. NOC ID: 6713 Facility ID: 63820 Al Number: 26768 Application Received Date: 02/10/2011 Scheduled Construction Date: 02/22/2011 UST Improvement: Y UST Installation: N UST Removal: N UST Repair: N UST Return To Service: N UST Replacement: N UST Abandonment: N UST Stage I: N AST Installation: N AST Stage I: N Historical Tracking Number: NONE Waiver Flag: N Late Filing Flag: Y Form Received Date: 11/17/2017 Signature Date On Form: 11/15/2017 Signature Name On Form: LISA M GALAWAY Signature Company On Form: Not reported Signature Title On Form: Not reported Signature Role: Not reported Owner Name At Time Of Construction: Not reported Owner CN At Time Of Construction: Not reported Owner AR At Time Of Construction: 46081 General Desc Of Prop Construct: REPLACE SPILL BUCKETS ON UST#1 AND#2. NOC ID: 6712 Facility ID: 63820 Al Number: 26768 Application Received Date: 12/19/2011 Scheduled Construction Date: 12/19/2011 UST Improvement: Y UST Installation: N UST Removal: N UST Repair: N UST Return To Service: N UST Replacement: N UST Abandonment: N UST Stage I: N AST Installation: N AST Stage I: N TC6492348.2s Page 202 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number 7-ELEVEN STORE 40865 (Continued) 0001260675 Historical Tracking Number: NONE Waiver Flag: N Late Filing Flag: Y Form Received Date: 11/17/2017 Signature Date On Form: 11/15/2017 Signature Name On Form: LISA M GALAWAY Signature Company On Form: Not reported Signature Title On Form: Not reported Signature Role: Not reported Owner Name At Time Of Construction: Not reported Owner CN At Time Of Construction: Not reported Owner AR At Time Of Construction: 46081 General Desc Of Prop Construct: INSTALL SACRIFICIAL ANODES TO DISPENSER AND STP FLEX CONNECTORS. Contractor,Consultant and Installer: Cont/Cons/Installer ID: 7112 UST ID: Not reported NOC ID: 6712 Al Number: 26768 Type Of Contact: CONSULTANT Contractor CRP Number Or Installer ILP Number: Not reported Company Name: APPLIED PETROLEUM TECHNOLOGIES LTD Representative Name: JEFF TURNER Mailing Address(Delivery): 4525 AYERS ST Mailing Address(Internal Delivery): Not reported Mailing City: CORPUS CHRISTI Mailing State: TX Mailing Zip: 78415 Mailing Foreign Postal Code: Not reported Mailing County Code: Not reported Phone Number Country Code: 1 Phone Number Area Code: 361 Phone Number: 6938880 Phone Number Extension: Not reported Fax Number Country Code: Not reported Fax Number Area Code: Not reported Fax Number: Not reported Email Address: Not reported Cont/Cons/Installer ID: 7114 UST ID: Not reported NOC ID: 6713 Al Number: 26768 Type Of Contact: CONSULTANT Contractor CRP Number Or Installer ILP Number: Not reported Company Name: APPLIED PETROLEUM TECHNOLOGIES Representative Name: GINA JAIMES Mailing Address(Delivery): 4525 AYERS ST Mailing Address(Internal Delivery): Not reported Mailing City: CORPUS CHRISTI Mailing State: TX Mailing Zip: 78415 Mailing Foreign Postal Code: Not reported Mailing County Code: Not reported Phone Number Country Code: 1 Phone Number Area Code: 361 Phone Number: 6938886 TC6492348.2s Page 203 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number 7-ELEVEN STORE 40865 (Continued) 0001260675 Phone Number Extension: Not reported Fax Number Country Code: Not reported Fax Number Area Code: Not reported Fax Number: Not reported Email Address: Not reported Cont/Cons/Installer ID: 76081 UST ID: Not reported NOC ID: 32202 Al Number: 26768 Type Of Contact: CONSULTANT Contractor CRP Number Or Installer ILP Number: Not reported Company Name: AMEC FOSTER WHEELER ENVIRON&INFRASTRUCTURE Representative Name: CARL TEINERT Mailing Address(Delivery): 3755 S CAPITAL OF TX HWY STE 375 Mailing Address(Internal Delivery): Not reported Mailing City: AUSTIN Mailing State: TX Mailing Zip: 78704 Mailing Foreign Postal Code: Not reported Mailing County Code: Not reported Phone Number Country Code: 1 Phone Number Area Code: 512 Phone Number: 2414389 Phone Number Extension: Not reported Fax Number Country Code: 1 Fax Number Area Code: 512 Fax Number: 7958423 Email Address: Not reported Cont/Cons/Installer ID: 7113 UST ID: Not reported NOC ID: 6713 Al Number: 26768 Type Of Contact: CONTRACTOR Contractor CRP Number Or Installer ILP Number: CRPO01284 Company Name: APPLIED PETROLEUM TECHNOLOGIES Representative Name: BRAD HOWE Mailing Address(Delivery): 4525 AYERS ST Mailing Address(Internal Delivery): Not reported Mailing City: CORPUS CHRISTI Mailing State: TX Mailing Zip: 78408 Mailing Foreign Postal Code: Not reported Mailing County Code: Not reported Phone Number Country Code: 1 Phone Number Area Code: 361 Phone Number: 2897730 Phone Number Extension: Not reported Fax Number Country Code: Not reported Fax Number Area Code: Not reported Fax Number: Not reported Email Address: Not reported Cont/Cons/Installer ID: 76080 UST ID: Not reported NOC ID: 32202 TC6492348.2s Page 204 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number 7-ELEVEN STORE 40865 (Continued) 0001260675 Al Number: 26768 Type Of Contact: CONTRACTOR Contractor CRP Number Or Installer ILP Number: CRP001284 Company Name: R&R PETRO SERVICES INC Representative Name: ROBERT B HOWE Mailing Address(Delivery): 5729 LEOPARD ST BLDG 3 Mailing Address(Internal Delivery): Not reported Mailing City: CORPUS CHRISTI Mailing State: TX Mailing Zip: 78408 Mailing Foreign Postal Code: Not reported Mailing County Code: Not reported Phone Number Country Code: 0 Phone Number Area Code: 361 Phone Number: 2897730 Phone Number Extension: 0 Fax Number Country Code: 1 Fax Number Area Code: 361 Fax Number: 2897289 Email Address: RRPETRO@SBCGLOBAL.NET Cont/Cons/Installer ID: 7115 UST ID: Not reported NOC ID: 6713 Al Number: 26768 Type Of Contact: INSTALLER Contractor CRP Number Or Installer ILP Number: ILP001284 Company Name: Not reported Representative Name: Not reported Mailing Address(Delivery): Not reported Mailing Address(Internal Delivery): Not reported Mailing City: Not reported Mailing State: Not reported Mailing Zip: Not reported Mailing Foreign Postal Code: Not reported Mailing County Code: Not reported Phone Number Country Code: Not reported Phone Number Area Code: Not reported Phone Number: Not reported Phone Number Extension: Not reported Fax Number Country Code: Not reported Fax Number Area Code: Not reported Fax Number: Not reported Email Address: Not reported Facility Billing Contacts: Contact Organization Name: 7-ELEVEN INC Contact Mailing Address(Delivery): PO BOX 711 Contact Mailing Address(Internal Delivery): Not reported Contact Mailing City/State/Zip: DALLAS,TX 75221 0711 Phone Number/Ext: 210 5070913/0 Contact Fax Number/Ext: / Contact Email Address: RAYMOND.MCNIECE@7-11.COM Contact Address Deliverable: Y Facility ID: 63820 Additional ID: 945744612002148 PrincID: 959578622001257 TC6492348.2s Page 205 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number 7-ELEVEN STORE 40865 (Continued) 0001260675 Al Number: 26768 Facility Name: 7-ELEVEN STORE 40865 AR Number: 3971 AR UST Number Suffix: A AR AST Number Suffix: U Contact Name/Title: RAYMOND MCNIECE/ TX Financial Assurance 2: Name: 7-ELEVEN STORE 40865 Address: 2754 S STAPLES ST City,State,Zip: CORPUS CHRISTI,TX 78404 Region: 2 Facility ID: 63820 Finass ID: 224374 Al: 26768 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: 2,000,000 Meets Financial Assurance Req Flag: Y Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 12/18/2018 Date Financial Assurance Form Rec: 02/08/2018 Issuer Name: IRONSHORE SPECIALTY INS CO Issuer Phone: Not reported Policy Number: 001235402 Coverage Amount: 1,000,000 Coverage Expiration Date: 12/18/2020 Ins Premium Pre-Paid For Entire Yr: No Proof of Financial Assurance: Yes Name: 7-ELEVEN STORE 40865 Address: 2754 S STAPLES ST City,State,Zip: CORPUS CHRISTI,TX 78404 Region: 2 Facility ID: 63820 Finass ID: 223774 Al: 26768 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: 2,000,000 Meets Financial Assurance Req Flag: Y Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 12/18/2018 Date Financial Assurance Form Rec: 02/08/2018 Issuer Name: IRONSHORE SPECIALTY INS CO Issuer Phone: Not reported Policy Number: 001235402 Coverage Amount: 1,000,000 Coverage Expiration Date: 12/18/2020 Ins Premium Pre-Paid For Entire Yr: No Proof of Financial Assurance: Yes TC6492348.2s Page 206 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number 7-ELEVEN STORE 40865 (Continued) 0001260675 Name: 7-ELEVEN STORE 40865 Address: 2754 S STAPLES ST City,State,Zip: CORPUS CHRISTI,TX 78404 Region: 2 Facility ID: 63820 Finass ID: 207537 Al: 26768 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: 2,000,000 Meets Financial Assurance Req Flag: Y Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 12/18/2017 Date Financial Assurance Form Rec: 02/08/2018 Issuer Name: IRONSHORE SPECIALTY INS CO Issuer Phone: Not reported Policy Number: 001235402 Coverage Amount: 1,000,000 Coverage Expiration Date: 12/18/2019 Ins Premium Pre-Paid For Entire Yr: No Proof of Financial Assurance: Yes Name: 7-ELEVEN STORE 40865 Address: 2754 S STAPLES ST City,State,Zip: CORPUS CHRISTI,TX 78404 Region: 2 Facility ID: 63820 Finass ID: 193119 Al: 26768 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: 2,000,000 Meets Financial Assurance Req Flag: Y Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 12/18/2016 Date Financial Assurance Form Rec: 02/08/2018 Issuer Name: IRONSHORE SPECIALTY INS CO Issuer Phone: Not reported Policy Number: 001235402 Coverage Amount: 1,000,000 Coverage Expiration Date: 12/18/2018 Ins Premium Pre-Paid For Entire Yr: No Proof of Financial Assurance: Yes Name: 7-ELEVEN STORE 40865 Address: 2754 S STAPLES ST City,State,Zip: CORPUS CHRISTI,TX 78404 Region: 2 Facility ID: 63820 Finass ID: 191038 Al: 26768 Mechanism Type Other: Not reported Multiple Mechanism Types: N TC6492348.2s Page 207 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number 7-ELEVEN STORE 40865 (Continued) 0001260675 Coverage Amt per Annual Aggregate: OVER 2,000,000 Meets Financial Assurance Req Flag: Y Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 09/15/2017 Date Financial Assurance Form Rec: 02/08/2018 Issuer Name: OLD REPUBLIC INS CO Issuer Phone: Not reported Policy Number: MWZZ 301298 17 Coverage Amount: OVER 2,000,000 Coverage Expiration Date: 09/15/2018 Ins Premium Pre-Paid For Entire Yr: No Proof of Financial Assurance: Yes Name: 7-ELEVEN STORE 40865 Address: 2754 S STAPLES ST City,State,Zip: CORPUS CHRISTI,TX 78404 Region: 2 Facility ID: 63820 Finass ID: 171277 Al: 26768 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: OVER 2,000,000 Meets Financial Assurance Req Flag: Y Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 09/15/2016 Date Financial Assurance Form Rec: 02/08/2018 Issuer Name: OLD REPUBLIC INS CO Issuer Phone: Not reported Policy Number: MWZZ30129816 Coverage Amount: OVER 2,000,000 Coverage Expiration Date: 09/15/2017 Ins Premium Pre-Paid For Entire Yr: No Proof of Financial Assurance: Yes Name: 7-ELEVEN STORE 40865 Address: 2754 S STAPLES ST City,State,Zip: CORPUS CHRISTI,TX 78404 Region: 2 Facility ID: 63820 Finass ID: 171906 Al: 26768 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: OVER 2,000,000 Meets Financial Assurance Req Flag: Y Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 09/15/2016 Date Financial Assurance Form Rec: 02/08/2018 Issuer Name: OLD REPUBLIC INS CO Issuer Phone: Not reported TC6492348.2s Page 208 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number 7-ELEVEN STORE 40865 (Continued) 0001260675 Policy Number: MWZZ30129816 Coverage Amount: OVER 2,000,000 Coverage Expiration Date: 09/15/2017 Ins Premium Pre-Paid For Entire Yr: No Proof of Financial Assurance: Yes Name: 7-ELEVEN STORE 40865 Address: 2754 S STAPLES ST City,State,Zip: CORPUS CHRISTI,TX 78404 Region: 2 Facility ID: 63820 Finass ID: 163253 Al: 26768 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: OVER 2,000,000 Meets Financial Assurance Req Flag: Y Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 09/15/2015 Date Financial Assurance Form Rec: 02/08/2018 Issuer Name: OLD REPUBLIC INS CO Issuer Phone: Not reported Policy Number: MWZZ 301298 15 Coverage Amount: OVER 2,000,000 Coverage Expiration Date: 09/16/2016 Ins Premium Pre-Paid For Entire Yr: Yes Proof of Financial Assurance: Yes Name: 7-ELEVEN STORE 40865 Address: 2754 S STAPLES ST City,State,Zip: CORPUS CHRISTI,TX 78404 Region: 2 Facility ID: 63820 Finass ID: 153209 Al: 26768 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: OVER 2,000,000 Meets Financial Assurance Req Flag: Y Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 09/15/2015 Date Financial Assurance Form Rec: 02/08/2018 Issuer Name: OLD REPUBLIC INS CO Issuer Phone: Not reported Policy Number: MWZZ 301298 15 Coverage Amount: OVER 2,000,000 Coverage Expiration Date: 09/15/2016 Ins Premium Pre-Paid For Entire Yr: No Proof of Financial Assurance: Yes Name: 7-ELEVEN STORE 40865 Address: 2754 S STAPLES ST City,State,Zip: CORPUS CHRISTI,TX 78404 TC6492348.2s Page 209 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number 7-ELEVEN STORE 40865 (Continued) 0001260675 Region: 2 Facility ID: 63820 Finass ID: 137349 Al: 26768 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: 2,000,000 Meets Financial Assurance Req Flag: Y Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 12/15/2014 Date Financial Assurance Form Rec: 02/08/2018 Issuer Name: OLD REPUBLIC INS CO Issuer Phone: Not reported Policy Number: MWZZ 301298 14 Coverage Amount: 1,000,000 Coverage Expiration Date: 12/15/2015 Ins Premium Pre-Paid For Entire Yr: Yes Proof of Financial Assurance: Yes Name: 7-ELEVEN STORE 40865 Address: 2754 S STAPLES ST City,State,Zip: CORPUS CHRISTI,TX 78404 Region: 2 Facility ID: 63820 Finass ID: 119228 Al: 26768 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: 2,000,000 Meets Financial Assurance Req Flag: Y Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 12/15/2013 Date Financial Assurance Form Rec: 02/08/2018 Issuer Name: OTHER Issuer Phone: Not reported Policy Number: ST 8058110 Coverage Amount: 1,000,000 Coverage Expiration Date: 12/15/2014 Ins Premium Pre-Paid For Entire Yr: No Proof of Financial Assurance: Yes Name: 7-ELEVEN STORE 40865 Address: 2754 S STAPLES ST City,State,Zip: CORPUS CHRISTI,TX 78404 Region: 2 Facility ID: 63820 Finass ID: 119090 Al: 26768 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: 2,000,000 Meets Financial Assurance Req Flag: Y Financial Responsibility Type: INSURANCE OR RISK RETENTION TC6492348.2s Page 210 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number 7-ELEVEN STORE 40865 (Continued) 0001260675 Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 12/15/2013 Date Financial Assurance Form Rec: 02/08/2018 Issuer Name: OTHER Issuer Phone: Not reported Policy Number: ST 8058110 Coverage Amount: 1,000,000 Coverage Expiration Date: 12/15/2014 Ins Premium Pre-Paid For Entire Yr: No Proof of Financial Assurance: Yes Name: 7-ELEVEN STORE 40865 Address: 2754 S STAPLES ST City,State,Zip: CORPUS CHRISTI,TX 78404 Region: 2 Facility ID: 63820 Finass ID: 118979 Al: 26768 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: 2,000,000 Meets Financial Assurance Req Flag: Y Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 12/15/2013 Date Financial Assurance Form Rec: 02/08/2018 Issuer Name: OTHER Issuer Phone: Not reported Policy Number: ST 8058110 Coverage Amount: 1,000,000 Coverage Expiration Date: 12/15/2014 Ins Premium Pre-Paid For Entire Yr: No Proof of Financial Assurance: Yes Name: 7-ELEVEN STORE 40865 Address: 2754 S STAPLES ST City,State,Zip: CORPUS CHRISTI,TX 78404 Region: 2 Facility ID: 63820 Finass ID: 118895 Al: 26768 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: 2,000,000 Meets Financial Assurance Req Flag: Y Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 12/15/2013 Date Financial Assurance Form Rec: 02/08/2018 Issuer Name: OTHER Issuer Phone: Not reported Policy Number: ST 8058110 Coverage Amount: 1,000,000 Coverage Expiration Date: 12/15/2014 TC6492348.2s Page 211 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number 7-ELEVEN STORE 40865 (Continued) 0001260675 Ins Premium Pre-Paid For Entire Yr: No Proof of Financial Assurance: Yes Name: 7-ELEVEN STORE 40865 Address: 2754 S STAPLES ST City,State,Zip: CORPUS CHRISTI,TX 78404 Region: 2 Facility ID: 63820 Finass ID: 119647 Al: 26768 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: 2,000,000 Meets Financial Assurance Req Flag: Y Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 12/15/2013 Date Financial Assurance Form Rec: 02/08/2018 Issuer Name: OTHER Issuer Phone: Not reported Policy Number: ST 8058110 Coverage Amount: 1,000,000 Coverage Expiration Date: 12/15/2014 Ins Premium Pre-Paid For Entire Yr: No Proof of Financial Assurance: Yes Name: 7-ELEVEN STORE 40865 Address: 2754 S STAPLES ST City,State,Zip: CORPUS CHRISTI,TX 78404 Region: 2 Facility ID: 63820 Finass ID: 5317 Al: 26768 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: Not reported Meets Financial Assurance Req Flag: Not reported Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 12/14/2012 Date Financial Assurance Form Rec: 02/08/2018 Issuer Name: CHARTIS SPECIALTY INS CO Issuer Phone: 1 800 5536938 Policy Number: ST 8058110 Coverage Amount: 1,000,000 Coverage Expiration Date: 12/15/2013 Ins Premium Pre-Paid For Entire Yr: No Proof of Financial Assurance: Yes Name: 7-ELEVEN STORE 40865 Address: 2754 S STAPLES ST City,State,Zip: CORPUS CHRISTI,TX 78404 Region: 2 Facility ID: 63820 Finass ID: 45263 TC6492348.2s Page 212 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number 7-ELEVEN STORE 40865 (Continued) 0001260675 Al: 26768 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: Not reported Meets Financial Assurance Req Flag: Not reported Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 12/15/2011 Date Financial Assurance Form Rec: 02/08/2018 Issuer Name: CHARTIS SPECIALTY INS CO Issuer Phone: 1 800 5536938 Policy Number: ST 8058110 Coverage Amount: 1000000 Coverage Expiration Date: 12/15/2012 Ins Premium Pre-Paid For Entire Yr: No Proof of Financial Assurance: Yes Name: 7-ELEVEN STORE 40865 Address: 2754 S STAPLES ST City,State,Zip: CORPUS CHRISTI,TX 78404 Region: 2 Facility ID: 63820 Finass ID: 45264 Al: 26768 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: Not reported Meets Financial Assurance Req Flag: Not reported Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 12/31/2010 Date Financial Assurance Form Rec: 02/08/2018 Issuer Name: CHARTIS SPECIALTY INS CO Issuer Phone: 1 800 5536938 Policy Number: ST 8058110 Coverage Amount: 1000000 Coverage Expiration Date: 12/31/2011 Ins Premium Pre-Paid For Entire Yr: No Proof of Financial Assurance: Yes Name: 7-ELEVEN STORE 40865 Address: 2754 S STAPLES ST City,State,Zip: CORPUS CHRISTI,TX 78404 Region: 2 Facility ID: 63820 Finass ID: 45265 Al: 26768 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: Not reported Meets Financial Assurance Req Flag: Not reported Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 12/31/2009 TC6492348.2s Page 213 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number 7-ELEVEN STORE 40865 (Continued) 0001260675 Date Financial Assurance Form Rec: 02/08/2018 Issuer Name: AMERICAN INTL SPECIALTY LINES Issuer Phone: 1 800 5536938 Policy Number: ST 8058110 Coverage Amount: 1000000 Coverage Expiration Date: 12/31/2010 Ins Premium Pre-Paid For Entire Yr: No Proof of Financial Assurance: Yes Name: 7-ELEVEN STORE 40865 Address: 2754 S STAPLES ST City,State,Zip: CORPUS CHRISTI,TX 78404 Region: 2 Facility ID: 63820 Finass ID: 45266 Al: 26768 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: Not reported Meets Financial Assurance Req Flag: Not reported Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 12/31/2008 Date Financial Assurance Form Rec: 02/08/2018 Issuer Name: AMERICAN INTL SPECIALTY LINES Issuer Phone: 1 800 5536938 Policy Number: ST 8058110 Coverage Amount: 1000000 Coverage Expiration Date: 12/31/2009 Ins Premium Pre-Paid For Entire Yr: No Proof of Financial Assurance: Yes Name: 7-ELEVEN STORE 40865 Address: 2754 S STAPLES ST City,State,Zip: CORPUS CHRISTI,TX 78404 Region: 2 Facility ID: 63820 Finass ID: 45267 Al: 26768 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: Not reported Meets Financial Assurance Req Flag: Not reported Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 12/31/2007 Date Financial Assurance Form Rec: 02/08/2018 Issuer Name: AMERICAN INTL SPECIALTY LINES Issuer Phone: 1 0 0 Policy Number: ST 8057736 Coverage Amount: 2000000 Coverage Expiration Date: 12/31/2008 Ins Premium Pre-Paid For Entire Yr: No Proof of Financial Assurance: Yes TC6492348.2s Page 214 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number 7-ELEVEN STORE 40865 (Continued) 0001260675 Name: 7-ELEVEN STORE 40865 Address: 2754 S STAPLES ST City,State,Zip: CORPUS CHRISTI,TX 78404 Region: 2 Facility ID: 63820 Finass ID: 45268 Al: 26768 Mechanism Type Other: Not reported Multiple Mechanism Types: Y Coverage Amt per Annual Aggregate: Not reported Meets Financial Assurance Req Flag: Not reported Financial Responsibility Type: LETTER OF CREDIT Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 03/01/1994 Date Financial Assurance Form Rec: 02/08/2018 Issuer Name: Not reported Issuer Phone: Not reported Policy Number: Unknown Coverage Amount: 0 Coverage Expiration Date: 01/01/1901 Ins Premium Pre-Paid For Entire Yr: No Proof of Financial Assurance: No Name: 7-ELEVEN STORE 40865 Address: 2754 S STAPLES ST City,State,Zip: CORPUS CHRISTI,TX 78404 Region: 2 Facility ID: 63820 Finass ID: 45269 Al: 26768 Mechanism Type Other: Not reported Multiple Mechanism Types: Y Coverage Amt per Annual Aggregate: Not reported Meets Financial Assurance Req Flag: Not reported Financial Responsibility Type: LETTER OF CREDIT Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 03/01/1994 Date Financial Assurance Form Rec: 02/08/2018 Issuer Name: Not reported Issuer Phone: Not reported Policy Number: Unknown Coverage Amount: 0 Coverage Expiration Date: 01/01/1901 Ins Premium Pre-Paid For Entire Yr: No Proof of Financial Assurance: No TC6492348.2s Page 215 } \ § LLL) LL L ) mm � = = � = m= 22 = 2 2 3- \ 2� 4 4 $ 4 $ � m = = m = e = e ± co co 00 00 00 00 | * * 00000000 _ Cli& \ � _ / \ \ ( \ § / $ ° &/ E 2 % % 2 % ) m = mmmmm = 5355 ± 55 ° 2222 & & & [ � * / \ ) ( \ ( ) / / \ / § ) } z } ) } \ \ � \ { \ \ \ eee - - - 2 \ pemeee 2 � 2@ � C) a % aLaaa = a = LL = = = Lu o = om000m / § / § ƒ / § § § C:) ) / ) e ) ) & ± = oeo [ 000 � m o / oguooa C'4 m LL 00b >- m ( aL LL< 7 CO oaooeo = } Q \ z [ � § [ \ { [ k 7 S % 26 § 3 = 6 / \ \ EEREEEE [ mEEE222E a Ile » eIle » » » * _ _ _ _ _ 2 _ -r -r 00000000 a § § § § § § § § > / CLIL _ CL0- _ CLIL j \ / / § j / [ j /\ 2 % j DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING To maintain currency of the following federal and state databases, EDR contacts the appropriate governmental agency on a monthly or quarterly basis,as required. Number of Days to Update:Provides confirmation that EDR is reporting records that have been updated within 90 days from the date the government agency made the information available to the public. STANDARD ENVIRONMENTAL RECORDS Federal NPL site list NPL: National Priority List National Priorities List(Superfund).The NPL is a subset of CERCLIS and identifies over 1,200 sites for priority cleanup under the Superfund Program. NPL sites may encompass relatively large areas.As such, EDR provides polygon coverage for over 1,000 NPL site boundaries produced by EPA's Environmental Photographic Interpretation Center (EPIC)and regional EPA offices. Date of Government Version: 12/30/2020 Source: EPA Date Data Arrived at EDR:01/14/2021 Telephone: N/A Date Made Active in Reports:02/09/2021 Last EDR Contact:05/03/2021 Number of Days to Update:26 Next Scheduled EDR Contact:07/12/2021 Data Release Frequency:Quarterly NPL Site Boundaries Sources: EPA's Environmental Photographic Interpretation Center(EPIC) Telephone:202-564-7333 EPA Region 1 EPA Region 6 Telephone 617-918-1143 Telephone:214-655-6659 EPA Region 3 EPA Region 7 Telephone 215-814-5418 Telephone:913-551-7247 EPA Region 4 EPA Region 8 Telephone 404-562-8033 Telephone:303-312-6774 EPA Region 5 EPA Region 9 Telephone 312-886-6686 Telephone:415-947-4246 EPA Region 10 Telephone 206-553-8665 Proposed NPL: Proposed National Priority List Sites A site that has been proposed for listing on the National Priorities List through the issuance of a proposed rule in the Federal Register.EPA then accepts public comments on the site, responds to the comments,and places on the NPL those sites that continue to meet the requirements for listing. Date of Government Version: 12/30/2020 Source: EPA Date Data Arrived at EDR:01/14/2021 Telephone: N/A Date Made Active in Reports:02/09/2021 Last EDR Contact:05/03/2021 Number of Days to Update:26 Next Scheduled EDR Contact:07/12/2021 Data Release Frequency:Quarterly NPL LIENS: Federal Superfund Liens Federal Superfund Liens.Under the authority granted the USEPA by CERCLA of 1980,the USEPA has the authority to file liens against real property in order to recover remedial action expenditures or when the property owner received notification of potential liability. USEPA compiles a listing of filed notices of Superfund Liens. TC6492348.2s Page GR-1 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 10/15/1991 Source: EPA Date Data Arrived at EDR:02/02/1994 Telephone: 202-564-4267 Date Made Active in Reports:03/30/1994 Last EDR Contact:08/15/2011 Number of Days to Update:56 Next Scheduled EDR Contact: 11/28/2011 Data Release Frequency: No Update Planned Federal Delisted NPL site list Delisted NPL: National Priority List Deletions The National Oil and Hazardous Substances Pollution Contingency Plan(NCP)establishes the criteria that the EPA uses to delete sites from the NPL. In accordance with 40 CFR 300.425.(e),sites may be deleted from the NPL where no further response is appropriate. Date of Government Version: 12/30/2020 Source: EPA Date Data Arrived at EDR:01/14/2021 Telephone: N/A Date Made Active in Reports:02/09/2021 Last EDR Contact:05/03/2021 Number of Days to Update:26 Next Scheduled EDR Contact:07/12/2021 Data Release Frequency:Quarterly Federal CERCLIS list FEDERAL FACILITY: Federal Facility Site Information listing A listing of National Priority List(NPL)and Base Realignment and Closure(BRAC)sites found in the Comprehensive Environmental Response,Compensation and Liability Information System(CERCLIS)Database where EPA Federal Facilities Restoration and Reuse Office is involved in cleanup activities. Date of Government Version:04/03/2019 Source: Environmental Protection Agency Date Data Arrived at EDR:04/05/2019 Telephone: 703-603-8704 Date Made Active in Reports:05/14/2019 Last EDR Contact:03/30/2021 Number of Days to Update:39 Next Scheduled EDR Contact:07/12/2021 Data Release Frequency:Varies SEMS: Superfund Enterprise Management System SEMS(Superfund Enterprise Management System)tracks hazardous waste sites, potentially hazardous waste sites, and remedial activities performed in support of EPA's Superfund Program across the United States.The list was formerly know as CERCLIS,renamed to SEMS by the EPA in 2015.The list contains data on potentially hazardous waste sites that have been reported to the USEPA by states,municipalities, private companies and private persons, pursuant to Section 103 of the Comprehensive Environmental Response,Compensation,and Liability Act(CERCLA). This dataset also contains sites which are either proposed to or on the National Priorities List(NPL)and the sites which are in the screening and assessment phase for possible inclusion on the NPL. Date of Government Version: 12/30/2020 Source: EPA Date Data Arrived at EDR:01/14/2021 Telephone: 800-424-9346 Date Made Active in Reports:02/18/2021 Last EDR Contact:05/03/2021 Number of Days to Update:35 Next Scheduled EDR Contact:07/26/2021 Data Release Frequency:Quarterly Federal CERCLIS NFRAP site list SEMS-ARCHIVE: Superfund Enterprise Management System Archive TC6492348.2s Page GR-2 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING SEMS-ARCHIVE(Superfund Enterprise Management System Archive)tracks sites that have no further interest under the Federal Superfund Program based on available information.The list was formerly known as the CERCLIS-NFRAP, renamed to SEMS ARCHIVE by the EPA in 2015. EPA may perform a minimal level of assessment work at a site while it is archived if site conditions change and/or new information becomes available.Archived sites have been removed and archived from the inventory of SEMS sites.Archived status indicates that,to the best of EPA's knowledge, assessment at a site has been completed and that EPA has determined no further steps will be taken to list the site on the National Priorities List(NPL), unless information indicates this decision was not appropriate or other considerations require a recommendation for listing at a later time.The decision does not necessarily mean that there is no hazard associated with a given site;it only means that.based upon available information,the location is not judged to be potential NPL site. Date of Government Version: 12/30/2020 Source: EPA Date Data Arrived at EDR:01/14/2021 Telephone: 800-424-9346 Date Made Active in Reports:02/18/2021 Last EDR Contact:05/03/2021 Number of Days to Update:35 Next Scheduled EDR Contact:07/26/2021 Data Release Frequency:Quarterly Federal RCRA CORRACTS facilities list CORRACTS: Corrective Action Report CORRACTS identifies hazardous waste handlers with RCRA corrective action activity. Date of Government Version: 12/14/2020 Source: EPA Date Data Arrived at EDR: 12/17/2020 Telephone: 800-424-9346 Date Made Active in Reports: 12/22/2020 Last EDR Contact:03/23/2021 Number of Days to Update:5 Next Scheduled EDR Contact:07/05/2021 Data Release Frequency:Quarterly Federal RCRA non-CORRACTS TSD facilities list RCRA-TSDF: RCRA-Treatment,Storage and Disposal RCRAlnfo is EPA's comprehensive information system,providing access to data supporting the Resource Conservation and Recovery Act(RCRA)of 1976 and the Hazardous and Solid Waste Amendments(HSWA)of 1984.The database includes selective information on sites which generate,transport,store,treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act(RCRA).Transporters are individuals or entities that move hazardous waste from the generator offsite to a facility that can recycle,treat,store,or dispose of the waste.TSDFs treat,store,or dispose of the waste. Date of Government Version: 12/14/2020 Source: Environmental Protection Agency Date Data Arrived at EDR: 12/17/2020 Telephone: 214-665-6444 Date Made Active in Reports: 12/22/2020 Last EDR Contact:03/23/2021 Number of Days to Update:5 Next Scheduled EDR Contact:07/05/2021 Data Release Frequency:Quarterly Federal RCRA generators list RCRA-LQG: RCRA-Large Quantity Generators RCRAInfo is EPA's comprehensive information system,providing access to data supporting the Resource Conservation and Recovery Act(RCRA)of 1976 and the Hazardous and Solid Waste Amendments(HSWA)of 1984.The database includes selective information on sites which generate,transport,store,treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act(RCRA).Large quantity generators(LQGs)generate over 1,000 kilograms(kg)of hazardous waste,or over 1 kg of acutely hazardous waste per month. Date of Government Version: 12/14/2020 Source: Environmental Protection Agency Date Data Arrived at EDR: 12/17/2020 Telephone: 214-665-6444 Date Made Active in Reports: 12/22/2020 Last EDR Contact:03/23/2021 Number of Days to Update:5 Next Scheduled EDR Contact:07/05/2021 Data Release Frequency:Quarterly TC6492348.2s Page GR-3 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING RCRA-SQG: RCRA-Small Quantity Generators RCRAInfo is EPA's comprehensive information system,providing access to data supporting the Resource Conservation and Recovery Act(RCRA)of 1976 and the Hazardous and Solid Waste Amendments(HSWA)of 1984.The database includes selective information on sites which generate,transport,store,treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act(RCRA).Small quantity generators(SQGs)generate between 100 kg and 1,000 kg of hazardous waste per month. Date of Government Version: 12/14/2020 Source: Environmental Protection Agency Date Data Arrived at EDR: 12/17/2020 Telephone: 214-665-6444 Date Made Active in Reports: 12/22/2020 Last EDR Contact:03/23/2021 Number of Days to Update:5 Next Scheduled EDR Contact:07/05/2021 Data Release Frequency:Quarterly RCRA-VSQG: RCRA-Very Small Quantity Generators(Formerly Conditionally Exempt Small Quantity Generators) RCRAInfo is EPA's comprehensive information system,providing access to data supporting the Resource Conservation and Recovery Act(RCRA)of 1976 and the Hazardous and Solid Waste Amendments(HSWA)of 1984.The database includes selective information on sites which generate,transport,store,treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act(RCRA).Very small quantity generators(VSQGs)generate less than 100 kg of hazardous waste, or less than 1 kg of acutely hazardous waste per month. Date of Government Version: 12/14/2020 Source: Environmental Protection Agency Date Data Arrived at EDR: 12/17/2020 Telephone: 214-665-6444 Date Made Active in Reports: 12/22/2020 Last EDR Contact:03/23/2021 Number of Days to Update:5 Next Scheduled EDR Contact:07/05/2021 Data Release Frequency:Quarterly Federal institutional controls/engineering controls registries LUCIS: Land Use Control Information System LUCIS contains records of land use control information pertaining to the former Navy Base Realignment and Closure properties. Date of Government Version:02/09/2021 Source: Department of the Navy Date Data Arrived at EDR:02/11/2021 Telephone: 843-820-7326 Date Made Active in Reports:03/22/2021 Last EDR Contact:05/05/2021 Number of Days to Update:39 Next Scheduled EDR Contact:08/23/2021 Data Release Frequency:Varies US ENG CONTROLS: Engineering Controls Sites List A listing of sites with engineering controls in place. Engineering controls include various forms of caps,building foundations, liners,and treatment methods to create pathway elimination for regulated substances to enter environmental media or effect human health. Date of Government Version: 10/28/2020 Source: Environmental Protection Agency Date Data Arrived at EDR: 11/05/2020 Telephone: 703-603-0695 Date Made Active in Reports: 11/18/2020 Last EDR Contact:02/23/2021 Number of Days to Update: 13 Next Scheduled EDR Contact:06/06/2021 Data Release Frequency:Varies US INST CONTROLS: Institutional Controls Sites List A listing of sites with institutional controls in place.Institutional controls include administrative measures, such as groundwater use restrictions,construction restrictions,property use restrictions,and post remediation care requirements intended to prevent exposure to contaminants remaining on site.Deed restrictions are generally required as part of the institutional controls. Date of Government Version: 10/28/2020 Source: Environmental Protection Agency Date Data Arrived at EDR: 11/05/2020 Telephone: 703-603-0695 Date Made Active in Reports: 11/18/2020 Last EDR Contact:02/23/2021 Number of Days to Update: 13 Next Scheduled EDR Contact:06/06/2021 Data Release Frequency:Varies TC6492348.2s Page GR-4 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Federal ERNS list ERNS: Emergency Response Notification System Emergency Response Notification System. ERNS records and stores information on reported releases of oil and hazardous substances. Date of Government Version: 12/14/2020 Source: National Response Center, United States Coast Guard Date Data Arrived at EDR: 12/15/2020 Telephone: 202-267-2180 Date Made Active in Reports: 12/22/2020 Last EDR Contact: 12/15/2020 Number of Days to Update:7 Next Scheduled EDR Contact:07/05/2021 Data Release Frequency:Quarterly State-and tribal-equivalent NPL SHWS: State Superfund Registry State Hazardous Waste Sites.State hazardous waste site records are the states'equivalent to CERCLIS.These sites may or may not already be listed on the federal CERCLIS list. Priority sites planned for cleanup using state funds (state equivalent of Superfund)are identified along with sites where cleanup will be paid for by potentially responsible parties.Available information varies by state. Date of Government Version:06/30/2020 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR:07/17/2020 Telephone: 512-239-5680 Date Made Active in Reports: 10/06/2020 Last EDR Contact:03/22/2021 Number of Days to Update:81 Next Scheduled EDR Contact:07/05/2021 Data Release Frequency:Semi-Annually State and tribal landfill and/or solid waste disposal site lists SWF/LF: Permitted Solid Waste Facilities Solid Waste Facilities/Landfill Sites.SWF/LF type records typically contain an inventory of solid waste disposal facilities or landfills in a particular state. Depending on the state,these may be active or inactive facilities or open dumps that failed to meet RCRA Subtitle D Section 4004 criteria for solid waste landfills or disposal sites. Date of Government Version:01/22/2021 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR:01/28/2021 Telephone: 512-239-6706 Date Made Active in Reports:04/21/2021 Last EDR Contact:04/19/2021 Number of Days to Update:83 Next Scheduled EDR Contact:08/02/2021 Data Release Frequency:Quarterly H-GAC CLI: Houston-Galveston Closed Landfill Inventory Closed Landfill Inventory for the Houston-Galveston Area Council Region.In 1993,the Texas Legislature passed House Bill(HB)2537,which required Councils of Governments(COGs)to develop an inventory of closed municipal solid waste landfills for their regional solid waste management plans. Date of Government Version:03/30/2020 Source: Houston-Galveston Area Council Date Data Arrived at EDR:04/01/2020 Telephone: 832-681-2518 Date Made Active in Reports:06/18/2020 Last EDR Contact:03/31/2021 Number of Days to Update:78 Next Scheduled EDR Contact:07/12/2021 Data Release Frequency:Varies DEBRIS: DEBRIS A listing of temporary debris management sites and MSW landfills for debris resulting from Hurricane Harvey. Date of Government Version:03/27/2018 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR:04/04/2018 Telephone: 512-239-6840 Date Made Active in Reports:06/08/2018 Last EDR Contact:03/08/2021 Number of Days to Update:65 Next Scheduled EDR Contact:06/21/2021 Data Release Frequency:Varies TC6492348.2s Page GR-5 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING CLI: Closed Landfill Inventory Closed and abandoned landfills(permitted as well as unauthorized)across the state of Texas. For current information regarding any of the sites included in this database,contact the appropriate Council of Governments agency. Date of Government Version:08/30/1999 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR:09/28/2000 Telephone: N/A Date Made Active in Reports: 10/30/2000 Last EDR Contact:03/25/2021 Number of Days to Update:32 Next Scheduled EDR Contact:07/12/2021 Data Release Frequency:Varies WASTE MGMT: Commercial Hazardous&Solid Waste Management Facilities This list contains commercial recycling facilities and facilities permitted or authorized(interim status)by the Texas Natural Resource Conservation Commission. Date of Government Version: 10/16/2019 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR:01/10/2020 Telephone: 512-239-2920 Date Made Active in Reports:03/18/2020 Last EDR Contact:04/01/2021 Number of Days to Update:68 Next Scheduled EDR Contact:07/12/2021 Data Release Frequency:Varies State and tribal leaking storage tank lists INDIAN LUST R10: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Alaska, Idaho, Oregon and Washington. Date of Government Version: 11/12/2020 Source: EPA Region 10 Date Data Arrived at EDR: 12/16/2020 Telephone: 206-553-2857 Date Made Active in Reports:03/12/2021 Last EDR Contact:04/23/2021 Number of Days to Update:86 Next Scheduled EDR Contact:08/02/2021 Data Release Frequency:Varies INDIAN LUST R5: Leaking Underground Storage Tanks on Indian Land Leaking underground storage tanks located on Indian Land in Michigan, Minnesota and Wisconsin. Date of Government Version: 10/07/2020 Source: EPA,Region 5 Date Data Arrived at EDR: 12/16/2020 Telephone: 312-886-7439 Date Made Active in Reports:03/12/2021 Last EDR Contact:04/23/2021 Number of Days to Update:86 Next Scheduled EDR Contact:08/02/2021 Data Release Frequency:Varies INDIAN LUST R9: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Arizona,California, New Mexico and Nevada Date of Government Version: 10/01/2020 Source: Environmental Protection Agency Date Data Arrived at EDR: 12/16/2020 Telephone: 415-972-3372 Date Made Active in Reports:03/12/2021 Last EDR Contact:04/23/2021 Number of Days to Update:86 Next Scheduled EDR Contact:08/02/2021 Data Release Frequency:Varies INDIAN LUST R8: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Colorado, Montana,North Dakota,South Dakota, Utah and Wyoming. Date of Government Version: 10/09/2020 Source: EPA Region 8 Date Data Arrived at EDR: 12/16/2020 Telephone: 303-312-6271 Date Made Active in Reports:03/12/2021 Last EDR Contact:04/23/2021 Number of Days to Update:86 Next Scheduled EDR Contact:08/02/2021 Data Release Frequency:Varies INDIAN LUST R7: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Iowa,Kansas,and Nebraska TC6492348.2s Page GR-6 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version:09/30/2020 Source: EPA Region 7 Date Data Arrived at EDR: 12/22/2020 Telephone: 913-551-7003 Date Made Active in Reports:03/12/2021 Last EDR Contact:04/23/2021 Number of Days to Update:80 Next Scheduled EDR Contact:08/02/2021 Data Release Frequency:Varies INDIAN LUST R4: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Florida, Mississippi and North Carolina. Date of Government Version: 10/02/2020 Source: EPA Region 4 Date Data Arrived at EDR: 12/18/2020 Telephone: 404-562-8677 Date Made Active in Reports:03/12/2021 Last EDR Contact:04/23/2021 Number of Days to Update:84 Next Scheduled EDR Contact:08/02/2021 Data Release Frequency:Varies INDIAN LUST R1: Leaking Underground Storage Tanks on Indian Land A listing of leaking underground storage tank locations on Indian Land. Date of Government Version: 10/01/2020 Source: EPA Region 1 Date Data Arrived at EDR: 12/16/2020 Telephone: 617-918-1313 Date Made Active in Reports:03/12/2021 Last EDR Contact:04/23/2021 Number of Days to Update:86 Next Scheduled EDR Contact:08/02/2021 Data Release Frequency:Varies INDIAN LUST R6: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in New Mexico and Oklahoma. Date of Government Version:04/08/2020 Source: EPA Region 6 Date Data Arrived at EDR:05/20/2020 Telephone: 214-665-6597 Date Made Active in Reports:08/12/2020 Last EDR Contact:04/23/2021 Number of Days to Update:84 Next Scheduled EDR Contact:08/02/2021 Data Release Frequency:Varies LPST: Leaking Petroleum Storage Tank Database An inventory of reported leaking petroleum storage tank incidents.Not all states maintain these records,and the information stored varies by state. Date of Government Version: 12/29/2020 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR: 12/30/2020 Telephone: 512-239-2200 Date Made Active in Reports:03/16/2021 Last EDR Contact:03/22/2021 Number of Days to Update:76 Next Scheduled EDR Contact:07/05/2021 Data Release Frequency:Quarterly State and tribal registered storage tank lists FEMA UST: Underground Storage Tank Listing A listing of all FEMA owned underground storage tanks. Date of Government Version:01/29/2021 Source: FEMA Date Data Arrived at EDR:02/17/2021 Telephone: 202-646-5797 Date Made Active in Reports:03/22/2021 Last EDR Contact:04/05/2021 Number of Days to Update:33 Next Scheduled EDR Contact:07/19/2021 Data Release Frequency:Varies UST: Petroleum Storage Tank Database Registered Underground Storage Tanks. UST's are regulated under Subtitle I of the Resource Conservation and Recovery Act(RCRA)and must be registered with the state department responsible for administering the UST program.Available information varies by state program. TC6492348.2s Page GR-7 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 12/04/2020 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR: 12/18/2020 Telephone: 512-239-2160 Date Made Active in Reports:03/11/2021 Last EDR Contact:03/24/2021 Number of Days to Update:83 Next Scheduled EDR Contact:07/05/2021 Data Release Frequency:Quarterly AST: Petroleum Storage Tank Database Registered Aboveground Storage Tanks. Date of Government Version: 12/04/2020 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR: 12/18/2020 Telephone: 512-239-2160 Date Made Active in Reports:03/11/2021 Last EDR Contact:03/24/2021 Number of Days to Update:83 Next Scheduled EDR Contact:07/05/2021 Data Release Frequency:Quarterly INDIAN UST R8: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank(UST)database provides information about underground storage tanks on Indian land in EPA Region 8(Colorado,Montana, North Dakota,South Dakota, Utah,Wyoming and 27 Tribal Nations). Date of Government Version: 10/09/2020 Source: EPA Region 8 Date Data Arrived at EDR: 12/16/2020 Telephone: 303-312-6137 Date Made Active in Reports:03/12/2021 Last EDR Contact:04/23/2021 Number of Days to Update:86 Next Scheduled EDR Contact:08/02/2021 Data Release Frequency:Varies INDIAN UST R7: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank(UST)database provides information about underground storage tanks on Indian land in EPA Region 7(Iowa,Kansas, Missouri, Nebraska,and 9 Tribal Nations). Date of Government Version:09/30/2020 Source: EPA Region 7 Date Data Arrived at EDR: 12/22/2020 Telephone: 913-551-7003 Date Made Active in Reports:03/12/2021 Last EDR Contact:04/23/2021 Number of Days to Update:80 Next Scheduled EDR Contact:08/02/2021 Data Release Frequency:Varies INDIAN UST R6: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank(UST)database provides information about underground storage tanks on Indian land in EPA Region 6(Louisiana,Arkansas,Oklahoma, New Mexico,Texas and 65 Tribes). Date of Government Version:04/08/2020 Source: EPA Region 6 Date Data Arrived at EDR:05/20/2020 Telephone: 214-665-7591 Date Made Active in Reports:08/12/2020 Last EDR Contact:04/23/2021 Number of Days to Update:84 Next Scheduled EDR Contact:08/02/2021 Data Release Frequency:Varies INDIAN UST R4: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank(UST)database provides information about underground storage tanks on Indian land in EPA Region 4(Alabama, Florida,Georgia, Kentucky, Mississippi,North Carolina,South Carolina,Tennessee and Tribal Nations) Date of Government Version: 10/02/2020 Source: EPA Region 4 Date Data Arrived at EDR: 12/18/2020 Telephone: 404-562-9424 Date Made Active in Reports:03/12/2021 Last EDR Contact:04/23/2021 Number of Days to Update:84 Next Scheduled EDR Contact:08/02/2021 Data Release Frequency:Varies INDIAN UST R5: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank(UST)database provides information about underground storage tanks on Indian land in EPA Region 5(Michigan,Minnesota and Wisconsin and Tribal Nations). TC6492348.2s Page GR-8 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 10/07/2020 Source: EPA Region 5 Date Data Arrived at EDR: 12/16/2020 Telephone: 312-886-6136 Date Made Active in Reports:03/12/2021 Last EDR Contact:04/23/2021 Number of Days to Update:86 Next Scheduled EDR Contact:08/02/2021 Data Release Frequency:Varies INDIAN UST R9: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank(UST)database provides information about underground storage tanks on Indian land in EPA Region 9(Arizona,California, Hawaii, Nevada,the Pacific Islands,and Tribal Nations). Date of Government Version: 10/01/2020 Source: EPA Region 9 Date Data Arrived at EDR: 12/16/2020 Telephone: 415-972-3368 Date Made Active in Reports:03/12/2021 Last EDR Contact:04/23/2021 Number of Days to Update:86 Next Scheduled EDR Contact:08/02/2021 Data Release Frequency:Varies INDIAN UST R1: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank(UST)database provides information about underground storage tanks on Indian land in EPA Region 1 (Connecticut, Maine,Massachusetts, New Hampshire, Rhode Island,Vermont and ten Tribal Nations). Date of Government Version: 10/01/2020 Source: EPA,Region 1 Date Data Arrived at EDR: 12/16/2020 Telephone: 617-918-1313 Date Made Active in Reports:03/12/2021 Last EDR Contact:04/23/2021 Number of Days to Update:86 Next Scheduled EDR Contact:08/02/2021 Data Release Frequency:Varies INDIAN UST R10: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank(UST)database provides information about underground storage tanks on Indian land in EPA Region 10(Alaska, Idaho, Oregon,Washington,and Tribal Nations). Date of Government Version: 11/12/2020 Source: EPA Region 10 Date Data Arrived at EDR: 12/16/2020 Telephone: 206-553-2857 Date Made Active in Reports:03/12/2021 Last EDR Contact:04/23/2021 Number of Days to Update:86 Next Scheduled EDR Contact:08/02/2021 Data Release Frequency:Varies State and tribal institutional control/engineering control registries AUL: Sites with Controls Activity and use limitations include both engineering controls and institutional controls. Date of Government Version: 12/22/2020 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR:01/28/2021 Telephone: 512-239-5891 Date Made Active in Reports:04/20/2021 Last EDR Contact:03/29/2021 Number of Days to Update:82 Next Scheduled EDR Contact:07/12/2021 Data Release Frequency:Varies State and tribal voluntary cleanup sites INDIAN VCP R1: Voluntary Cleanup Priority Listing A listing of voluntary cleanup priority sites located on Indian Land located in Region 1. Date of Government Version:07/27/2015 Source: EPA,Region 1 Date Data Arrived at EDR:09/29/2015 Telephone: 617-918-1102 Date Made Active in Reports:02/18/2016 Last EDR Contact:03/22/2021 Number of Days to Update: 142 Next Scheduled EDR Contact:07/05/2021 Data Release Frequency:Varies TC6492348.2s Page GR-9 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING VCP TCEQ: Voluntary Cleanup Program Database The Texas Voluntary Cleanup Program was established to provide administrative,technical,and legal incentives to encourage the cleanup of contaminated sites in Texas. Date of Government Version: 12/22/2021 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR:01/07/2021 Telephone: 512-239-5891 Date Made Active in Reports:03/23/2021 Last EDR Contact:03/29/2021 Number of Days to Update:75 Next Scheduled EDR Contact:07/12/2021 Data Release Frequency:Quarterly VCP RRC: Voluntary Cleanup Program Sites The Voluntary Cleanup Program(RRC-VCP)provides an incentive to remediate Oil&Gas related pollution by participants as long as they did not cause or contribute to the contamination.Applicants to the program receive a release of liability to the state in exchange for a successful cleanup. Date of Government Version: 10/06/2020 Source: Railroad Commission of Texas Date Data Arrived at EDR: 12/23/2020 Telephone: 512-463-6969 Date Made Active in Reports:03/16/2021 Last EDR Contact:04/01/2021 Number of Days to Update:83 Next Scheduled EDR Contact:07/12/2021 Data Release Frequency:Varies INDIAN VCP R7: Voluntary Cleanup Priority Lisitng A listing of voluntary cleanup priority sites located on Indian Land located in Region 7. Date of Government Version:03/20/2008 Source: EPA,Region 7 Date Data Arrived at EDR:04/22/2008 Telephone: 913-551-7365 Date Made Active in Reports:05/19/2008 Last EDR Contact:04/20/2009 Number of Days to Update:27 Next Scheduled EDR Contact:07/20/2009 Data Release Frequency:Varies State and tribal Brownfields sites BROWNFIELDS: Brownfields Site Assessments Brownfield site assessments that are being cleaned under EPA grant monies. Date of Government Version: 12/02/2020 Source: TCEQ Date Data Arrived at EDR: 12/23/2020 Telephone: 512-239-5872 Date Made Active in Reports:03/16/2021 Last EDR Contact:03/31/2021 Number of Days to Update:83 Next Scheduled EDR Contact:07/12/2021 Data Release Frequency:Semi-Annually ADDITIONAL ENVIRONMENTAL RECORDS Local Brownfield lists US BROWNFIELDS: A Listing of Brownfields Sites Brownfields are real property,the expansion, redevelopment,or reuse of which may be complicated by the presence or potential presence of a hazardous substance, pollutant,or contaminant.Cleaning up and reinvesting in these properties takes development pressures off of undeveloped,open land,and both improves and protects the environment. Assessment,Cleanup and Redevelopment Exchange System(ACRES)stores information reported by EPA Brownfields grant recipients on brownfields properties assessed or cleaned up with grant funding as well as information on Targeted Brownfields Assessments performed by EPA Regions.A listing of ACRES Brownfield sites is obtained from Cleanups in My Community.Cleanups in My Community provides information on Brownfields properties for which information is reported back to EPA,as well as areas served by Brownfields grant programs. Date of Government Version: 12/11/2020 Source: Environmental Protection Agency Date Data Arrived at EDR: 12/11/2020 Telephone: 202-566-2777 Date Made Active in Reports:03/02/2021 Last EDR Contact:03/16/2021 Number of Days to Update:81 Next Scheduled EDR Contact:06/28/2021 Data Release Frequency:Semi-Annually Local Lists of Landfill/Solid Waste Disposal Sites TC6492348.2s Page GR-10 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING NCTCOG LI: North Central Landfill Inventory North Central Texas Council of Governments landfill database. Date of Government Version: 12/23/2020 Source: North Central Texas Council of Governments Date Data Arrived at EDR: 12/23/2020 Telephone: 817-695-9223 Date Made Active in Reports:03/16/2021 Last EDR Contact:03/31/2021 Number of Days to Update:83 Next Scheduled EDR Contact:07/12/2021 Data Release Frequency:Varies CAPCOG LI: Capitol Area Landfill Inventory Permitted and unpermitted landfills for the CAPCOG region.Serving Bastrop, Blanco,Burnet,Caldwell, Fayette, Hays, Lee, Llano,Travis,and Williamson Counties. Date of Government Version:01/06/2017 Source: Capital Area Council of Governments Date Data Arrived at EDR:01/10/2017 Telephone: 512-916-6000 Date Made Active in Reports:03/15/2017 Last EDR Contact:04/12/2021 Number of Days to Update:64 Next Scheduled EDR Contact:07/12/2021 Data Release Frequency:Varies SWRCY: Recycling Facility Listing A listing of recycling facilities in the state. Date of Government Version: 11/10/2020 Source: TCEQ Date Data Arrived at EDR: 11/18/2020 Telephone: 512-239-6700 Date Made Active in Reports:02/11/2021 Last EDR Contact:05/06/2021 Number of Days to Update:85 Next Scheduled EDR Contact:08/23/2021 Data Release Frequency:Varies INDIAN ODI: Report on the Status of Open Dumps on Indian Lands Location of open dumps on Indian land. Date of Government Version: 12/31/1998 Source: Environmental Protection Agency Date Data Arrived at EDR: 12/03/2007 Telephone: 703-308-8245 Date Made Active in Reports:01/24/2008 Last EDR Contact:04/22/2021 Number of Days to Update:52 Next Scheduled EDR Contact:08/09/2021 Data Release Frequency:Varies ODI: Open Dump Inventory An open dump is defined as a disposal facility that does not comply with one or more of the Part 257 or Part 258 Subtitle D Criteria. Date of Government Version:06/30/1985 Source: Environmental Protection Agency Date Data Arrived at EDR:08/09/2004 Telephone: 800-424-9346 Date Made Active in Reports:09/17/2004 Last EDR Contact:06/09/2004 Number of Days to Update:39 Next Scheduled EDR Contact:N/A Data Release Frequency: No Update Planned DEBRIS REGION 9: Torres Martinez Reservation Illegal Dump Site Locations A listing of illegal dump sites location on the Torres Martinez Indian Reservation located in eastern Riverside County and northern Imperial County, California. Date of Government Version:01/12/2009 Source: EPA,Region 9 Date Data Arrived at EDR:05/07/2009 Telephone: 415-947-4219 Date Made Active in Reports:09/21/2009 Last EDR Contact:04/14/2021 Number of Days to Update: 137 Next Scheduled EDR Contact:08/02/2021 Data Release Frequency: No Update Planned IHS OPEN DUMPS: Open Dumps on Indian Land A listing of all open dumps located on Indian Land in the United States. TC6492348.2s Page GR-11 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version:04/01/2014 Source: Department of Health&Human Serivices,Indian Health Service Date Data Arrived at EDR:08/06/2014 Telephone: 301-443-1452 Date Made Active in Reports:01/29/2015 Last EDR Contact:04/29/2021 Number of Days to Update: 176 Next Scheduled EDR Contact:08/09/2021 Data Release Frequency:Varies Local Lists of Hazardous waste/Contaminated Sites US HIST CDL: National Clandestine Laboratory Register A listing of clandestine drug lab locations that have been removed from the DEAs National Clandestine Laboratory Register. Date of Government Version: 12/07/2020 Source: Drug Enforcement Administration Date Data Arrived at EDR: 12/09/2020 Telephone: 202-307-1000 Date Made Active in Reports:03/02/2021 Last EDR Contact:02/22/2021 Number of Days to Update:83 Next Scheduled EDR Contact:06/06/2021 Data Release Frequency: No Update Planned CDL: Clandestine Drug Site Locations Listing A listing of former clandestine drug site locations Date of Government Version:08/07/2017 Source: Department of Public Safety Date Data Arrived at EDR:08/15/2017 Telephone: 512-424-2144 Date Made Active in Reports:05/11/2018 Last EDR Contact:04/22/2021 Number of Days to Update:269 Next Scheduled EDR Contact:08/09/2021 Data Release Frequency:Varies PRIORITY CLEANERS: Dry Cleaner Remediation Program Prioritization List A listing of dry cleaner related contaminated sites. Date of Government Version:09/01/2020 Source: Texas Commisision on Environmenatl Quality Date Data Arrived at EDR: 12/02/2020 Telephone: 512-239-5658 Date Made Active in Reports:02/19/2021 Last EDR Contact:03/05/2021 Number of Days to Update:79 Next Scheduled EDR Contact:06/14/2021 Data Release Frequency:Varies DEL SHWS: Deleted Superfund Registry Sites Sites have been deleted from the state Superfund registry in accordance with the Act,?361.189 Date of Government Version:06/30/2020 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR:07/17/2020 Telephone: 512-239-0666 Date Made Active in Reports: 10/06/2020 Last EDR Contact:03/22/2021 Number of Days to Update:81 Next Scheduled EDR Contact:07/05/2021 Data Release Frequency:Quarterly US CDL: Clandestine Drug Labs A listing of clandestine drug lab locations.The U.S. Department of Justice("the Department')provides this web site as a public service. It contains addresses of some locations where law enforcement agencies reported they found chemicals or other items that indicated the presence of either clandestine drug laboratories or dumpsites. In most cases,the source of the entries is not the Department,and the Department has not verified the entry and does not guarantee its accuracy.Members of the public must verify the accuracy of all entries by,for example, contacting local law enforcement and local health departments. Date of Government Version: 12/07/2020 Source: Drug Enforcement Administration Date Data Arrived at EDR: 12/09/2020 Telephone: 202-307-1000 Date Made Active in Reports:03/02/2021 Last EDR Contact:02/22/2021 Number of Days to Update:83 Next Scheduled EDR Contact:06/06/2021 Data Release Frequency:Quarterly TC6492348.2s Page GR-12 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING CENTRAL REGISTRY: The Central Registry The Central Registry,a common record area of the TCEQ, maintains information about TCEQ customers and regulated activities,such as company names,addresses,and telephone numbers.This information is commonly referred to as a??core data.a??The Central Registry provides the regulated community with a central access point within the agency to check core data and make changes when necessary. Date of Government Version:02/26/2021 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR:03/01/2021 Telephone: 512-239-5175 Date Made Active in Reports:03/11/2021 Last EDR Contact:03/01/2021 Number of Days to Update: 10 Next Scheduled EDR Contact:07/12/2021 Data Release Frequency:Varies PFAS: PFAS Contamination Site Location Listing PFOS and PFOA stand for perfluorooctane sulfonate and perfluorooctanoic acid, respectively. Both are fluorinated organic chemicals,part of a larger family of compounds referred to as perfluoroalkyl substances(PFASs). Date of Government Version: 12/03/2020 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR: 12/16/2020 Telephone: 512-239-2341 Date Made Active in Reports:03/10/2021 Last EDR Contact:03/01/2021 Number of Days to Update:84 Next Scheduled EDR Contact:06/14/2021 Data Release Frequency:Varies Local Lists of Registered Storage Tanks NON REGIST PST: Petroleum Storage Tank Non Registered A listing of non-registered petroleum storage tank site locations. Date of Government Version: 11/22/2020 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR: 11/23/2020 Telephone: 512-239-2081 Date Made Active in Reports:02/10/2021 Last EDR Contact:04/29/2021 Number of Days to Update:79 Next Scheduled EDR Contact:08/16/2021 Data Release Frequency:Quarterly Local Land Records HIST LIENS: Environmental Liens Listing This listing contains information fields that are no longer tracked in the LIENS database. Date of Government Version:03/23/2007 Source: Texas Commission on Environmental Qualilty Date Data Arrived at EDR:03/23/2007 Telephone: 512-239-2209 Date Made Active in Reports:05/02/2007 Last EDR Contact: 12/17/2007 Number of Days to Update:40 Next Scheduled EDR Contact:03/17/2008 Data Release Frequency: No Update Planned LIENS: Environmental Liens Listing The listing covers TCEQ liens placed against either State Superfund sites or Federal Superfund sites to recover cost incurred by TCEQ. Date of Government Version:03/31/2021 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR:04/20/2021 Telephone: 512-239-2209 Date Made Active in Reports:04/22/2021 Last EDR Contact:03/29/2021 Number of Days to Update:2 Next Scheduled EDR Contact:07/12/2021 Data Release Frequency:Varies LIENS 2: CERCLA Lien Information A Federal CERCLA('Superfund')lien can exist by operation of law at any site or property at which EPA has spent Superfund monies.These monies are spent to investigate and address releases and threatened releases of contamination. CERCLIS provides information as to the identity of these sites and properties. TC6492348.2s Page GR-13 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 12/30/2020 Source: Environmental Protection Agency Date Data Arrived at EDR:01/14/2021 Telephone: 202-564-6023 Date Made Active in Reports:02/18/2021 Last EDR Contact:05/03/2021 Number of Days to Update:35 Next Scheduled EDR Contact:07/12/2021 Data Release Frequency:Semi-Annually Records of Emergency Release Reports HMIRS: Hazardous Materials Information Reporting System Hazardous Materials Incident Report System. HMIRS contains hazardous material spill incidents reported to DOT. Date of Government Version: 12/16/2020 Source: U.S. Department of Transportation Date Data Arrived at EDR: 12/17/2020 Telephone: 202-366-4555 Date Made Active in Reports:03/12/2021 Last EDR Contact:03/24/2021 Number of Days to Update:85 Next Scheduled EDR Contact:07/05/2021 Data Release Frequency:Quarterly SPILLS: Spills Database Spills reported to the Emergency Response Division. Date of Government Version:02/12/2021 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR:02/12/2021 Telephone: 512-239-2507 Date Made Active in Reports:05/11/2021 Last EDR Contact:04/09/2021 Number of Days to Update:88 Next Scheduled EDR Contact:07/26/2021 Data Release Frequency:Quarterly SPILLS 90: SPILLS90 data from FirstSearch Spills 90 includes those spill and release records available exclusively from FirstSearch databases.Typically, they may include chemical,oil and/or hazardous substance spills recorded after 1990.Duplicate records that are already included in EDR incident and release records are not included in Spills 90. Date of Government Version: 10/23/2012 Source: FirstSearch Date Data Arrived at EDR:01/03/2013 Telephone: N/A Date Made Active in Reports:03/07/2013 Last EDR Contact:01/03/2013 Number of Days to Update:63 Next Scheduled EDR Contact:N/A Data Release Frequency: No Update Planned SPILLS 80: SPILLS80 data from FirstSearch Spills 80 includes those spill and release records available from FirstSearch databases prior to 1990.Typically, they may include chemical,oil and/or hazardous substance spills recorded before 1990. Duplicate records that are already included in EDR incident and release records are not included in Spills 80. Date of Government Version:05/15/2005 Source: FirstSearch Date Data Arrived at EDR:01/03/2013 Telephone: N/A Date Made Active in Reports:03/07/2013 Last EDR Contact:01/03/2013 Number of Days to Update:63 Next Scheduled EDR Contact:N/A Data Release Frequency: No Update Planned Other Ascertainable Records RCRA NonGen/NLR: RCRA-Non Generators/No Longer Regulated RCRAInfo is EPA's comprehensive information system,providing access to data supporting the Resource Conservation and Recovery Act(RCRA)of 1976 and the Hazardous and Solid Waste Amendments(HSWA)of 1984.The database includes selective information on sites which generate,transport,store,treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act(RCRA). Non-Generators do not presently generate hazardous waste. Date of Government Version: 12/14/2020 Source: Environmental Protection Agency Date Data Arrived at EDR: 12/17/2020 Telephone: 214-665-6444 Date Made Active in Reports: 12/22/2020 Last EDR Contact:03/23/2021 Number of Days to Update:5 Next Scheduled EDR Contact:07/05/2021 Data Release Frequency:Quarterly TC6492348.2s Page GR-14 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING FUDS: Formerly Used Defense Sites The listing includes locations of Formerly Used Defense Sites properties where the US Army Corps of Engineers is actively working or will take necessary cleanup actions. Date of Government Version:02/11/2021 Source: U.S.Army Corps of Engineers Date Data Arrived at EDR:02/17/2021 Telephone: 202-528-4285 Date Made Active in Reports:04/05/2021 Last EDR Contact:02/17/2021 Number of Days to Update:47 Next Scheduled EDR Contact:05/31/2021 Data Release Frequency:Varies DOD: Department of Defense Sites This data set consists of federally owned or administered lands,administered by the Department of Defense,that have any area equal to or greater than 640 acres of the United States, Puerto Rico,and the U.S.Virgin Islands. Date of Government Version: 12/31/2005 Source: USGS Date Data Arrived at EDR: 11/10/2006 Telephone: 888-275-8747 Date Made Active in Reports:01/11/2007 Last EDR Contact:04/16/2021 Number of Days to Update:62 Next Scheduled EDR Contact:07/26/2021 Data Release Frequency:Semi-Annually FEDLAND: Federal and Indian Lands Federally and Indian administrated lands of the United States. Lands included are administrated by:Army Corps of Engineers, Bureau of Reclamation, National Wild and Scenic River, National Wildlife Refuge, Public Domain Land, Wilderness,Wilderness Study Area,Wildlife Management Area, Bureau of Indian Affairs,Bureau of Land Management, Department of Justice, Forest Service, Fish and Wildlife Service, National Park Service. Date of Government Version:04/02/2018 Source: U.S.Geological Survey Date Data Arrived at EDR:04/11/2018 Telephone: 888-275-8747 Date Made Active in Reports: 11/06/2019 Last EDR Contact:04/05/2021 Number of Days to Update:574 Next Scheduled EDR Contact:07/19/2021 Data Release Frequency: N/A SCRD DRYCLEANERS: State Coalition for Remediation of Drycleaners Listing The State Coalition for Remediation of Drycleaners was established in 1998,with support from the U.S. EPA Office of Superfund Remediation and Technology Innovation. It is comprised of representatives of states with established drycleaner remediation programs.Currently the member states are Alabama,Connecticut, Florida,Illinois, Kansas, Minnesota, Missouri, North Carolina, Oregon,South Carolina,Tennessee,Texas,and Wisconsin. Date of Government Version:01/01/2017 Source: Environmental Protection Agency Date Data Arrived at EDR:02/03/2017 Telephone: 615-532-8599 Date Made Active in Reports:04/07/2017 Last EDR Contact:05/10/2021 Number of Days to Update:63 Next Scheduled EDR Contact:08/23/2021 Data Release Frequency:Varies US FIN ASSUR: Financial Assurance Information All owners and operators of facilities that treat,store,or dispose of hazardous waste are required to provide proof that they will have sufficient funds to pay for the clean up,closure,and post-closure care of their facilities. Date of Government Version: 12/14/2020 Source: Environmental Protection Agency Date Data Arrived at EDR: 12/17/2020 Telephone: 202-566-1917 Date Made Active in Reports:03/12/2021 Last EDR Contact:03/23/2021 Number of Days to Update:85 Next Scheduled EDR Contact:07/05/2021 Data Release Frequency:Quarterly EPA WATCH LIST: EPA WATCH LIST EPA maintains a"Watch List'to facilitate dialogue between EPA,state and local environmental agencies on enforcement matters relating to facilities with alleged violations identified as either significant or high priority. Being on the Watch List does not mean that the facility has actually violated the law only that an investigation by EPA or a state or local environmental agency has led those organizations to allege that an unproven violation has in fact occurred. Being on the Watch List does not represent a higher level of concern regarding the alleged violations that were detected,but instead indicates cases requiring additional dialogue between EPA,state and local agencies-primarily because of the length of time the alleged violation has gone unaddressed or unresolved. TC6492348.2s Page GR-15 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version:08/30/2013 Source: Environmental Protection Agency Date Data Arrived at EDR:03/21/2014 Telephone: 617-520-3000 Date Made Active in Reports:06/17/2014 Last EDR Contact:04/30/2021 Number of Days to Update:88 Next Scheduled EDR Contact:08/16/2021 Data Release Frequency:Quarterly 2020 COR ACTION: 2020 Corrective Action Program List The EPA has set ambitious goals for the RCRA Corrective Action program by creating the 2020 Corrective Action Universe.This RCRA cleanup baseline includes facilities expected to need corrective action.The 2020 universe contains a wide variety of sites.Some properties are heavily contaminated while others were contaminated but have since been cleaned up.Still others have not been fully investigated yet,and may require little or no remediation. Inclusion in the 2020 Universe does not necessarily imply failure on the part of a facility to meet its RCRA obligations. Date of Government Version:09/30/2017 Source: Environmental Protection Agency Date Data Arrived at EDR:05/08/2018 Telephone: 703-308-4044 Date Made Active in Reports:07/20/2018 Last EDR Contact:05/07/2021 Number of Days to Update:73 Next Scheduled EDR Contact:08/16/2021 Data Release Frequency:Varies TSCA: Toxic Substances Control Act Toxic Substances Control Act.TSCA identifies manufacturers and importers of chemical substances included on the TSCA Chemical Substance Inventory list.It includes data on the production volume of these substances by plant site. Date of Government Version: 12/31/2016 Source: EPA Date Data Arrived at EDR:06/17/2020 Telephone: 202-260-5521 Date Made Active in Reports:09/10/2020 Last EDR Contact:03/19/2021 Number of Days to Update:85 Next Scheduled EDR Contact:06/28/2021 Data Release Frequency: Every 4 Years TRIS: Toxic Chemical Release Inventory System Toxic Release Inventory System.TRIS identifies facilities which release toxic chemicals to the air,water and land in reportable quantities under SARA Title III Section 313. Date of Government Version: 12/31/2018 Source: EPA Date Data Arrived at EDR:08/14/2020 Telephone: 202-566-0250 Date Made Active in Reports: 11/04/2020 Last EDR Contact:02/02/2021 Number of Days to Update:82 Next Scheduled EDR Contact:05/31/2021 Data Release Frequency:Annually SSTS: Section 7 Tracking Systems Section 7 of the Federal Insecticide, Fungicide and Rodenticide Act,as amended(92 Stat.829)requires all registered pesticide-producing establishments to submit a report to the Environmental Protection Agency by March 1st each year.Each establishment must report the types and amounts of pesticides,active ingredients and devices being produced,and those having been produced and sold or distributed in the past year. Date of Government Version:01/20/2021 Source: EPA Date Data Arrived at EDR:01/21/2021 Telephone: 202-564-4203 Date Made Active in Reports:03/22/2021 Last EDR Contact:04/20/2021 Number of Days to Update:60 Next Scheduled EDR Contact:08/02/2021 Data Release Frequency:Annually ROD: Records Of Decision Record of Decision. ROD documents mandate a permanent remedy at an NPL(Superfund)site containing technical and health information to aid in the cleanup. Date of Government Version: 12/30/2020 Source: EPA Date Data Arrived at EDR:01/14/2021 Telephone: 703-416-0223 Date Made Active in Reports:02/18/2021 Last EDR Contact:05/03/2021 Number of Days to Update:35 Next Scheduled EDR Contact:06/14/2021 Data Release Frequency:Annually TC6492348.2s Page GR-16 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING RMP: Risk Management Plans When Congress passed the Clean Air Act Amendments of 1990, it required EPA to publish regulations and guidance for chemical accident prevention at facilities using extremely hazardous substances.The Risk Management Program Rule(RMP Rule)was written to implement Section 112(r)of these amendments.The rule,which built upon existing industry codes and standards,requires companies of all sizes that use certain flammable and toxic substances to develop a Risk Management Program,which includes a(n):Hazard assessment that details the potential effects of an accidental release,an accident history of the last five years,and an evaluation of worst-case and alternative accidental releases; Prevention program that includes safety precautions and maintenance,monitoring,and employee training measures;and Emergency response program that spells out emergency health care,employee training measures and procedures for informing the public and response agencies(e.g the fire department)should an accident occur. Date of Government Version:01/22/2021 Source: Environmental Protection Agency Date Data Arrived at EDR:02/18/2021 Telephone: 202-564-8600 Date Made Active in Reports:05/11/2021 Last EDR Contact:04/19/2021 Number of Days to Update:82 Next Scheduled EDR Contact:08/02/2021 Data Release Frequency:Varies RAATS: RCRA Administrative Action Tracking System RCRA Administration Action Tracking System. RAATS contains records based on enforcement actions issued under RCRA pertaining to major violators and includes administrative and civil actions brought by the EPA. For administration actions after September 30, 1995,data entry in the RAATS database was discontinued.EPA will retain a copy of the database for historical records.It was necessary to terminate RAATS because a decrease in agency resources made it impossible to continue to update the information contained in the database. Date of Government Version:04/17/1995 Source: EPA Date Data Arrived at EDR:07/03/1995 Telephone: 202-564-4104 Date Made Active in Reports:08/07/1995 Last EDR Contact:06/02/2008 Number of Days to Update:35 Next Scheduled EDR Contact:09/01/2008 Data Release Frequency: No Update Planned PRP: Potentially Responsible Parties A listing of verified Potentially Responsible Parties Date of Government Version: 12/30/2020 Source: EPA Date Data Arrived at EDR:01/14/2021 Telephone: 202-564-6023 Date Made Active in Reports:03/05/2021 Last EDR Contact:05/03/2021 Number of Days to Update:50 Next Scheduled EDR Contact:08/16/2021 Data Release Frequency:Quarterly PADS: PCB Activity Database System PCB Activity Database.PADS Identifies generators,transporters,commercial storers and/or brokers and disposers of PCB's who are required to notify the EPA of such activities. Date of Government Version: 11/19/2020 Source: EPA Date Data Arrived at EDR:01/08/2021 Telephone: 202-566-0500 Date Made Active in Reports:03/22/2021 Last EDR Contact:04/09/2021 Number of Days to Update:73 Next Scheduled EDR Contact:07/19/2021 Data Release Frequency:Annually ICIS: Integrated Compliance Information System The Integrated Compliance Information System(ICIS)supports the information needs of the national enforcement and compliance program as well as the unique needs of the National Pollutant Discharge Elimination System(NPDES) program. Date of Government Version: 11/18/2016 Source: Environmental Protection Agency Date Data Arrived at EDR: 11/23/2016 Telephone: 202-564-2501 Date Made Active in Reports:02/10/2017 Last EDR Contact:03/31/2021 Number of Days to Update:79 Next Scheduled EDR Contact:07/19/2021 Data Release Frequency:Quarterly TC6492348.2s Page GR-17 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING FTTS: FIFRA/TSCA Tracking System-FIFRA(Federal Insecticide, Fungicide,&Rodenticide Act)/TSCA(Toxic Substances Control Act) FTTS tracks administrative cases and pesticide enforcement actions and compliance activities related to FIFRA, TSCA and EPCRA(Emergency Planning and Community Right-to-Know Act).To maintain currency, EDR contacts the Agency on a quarterly basis. Date of Government Version:04/09/2009 Source: EPA/Office of Prevention,Pesticides and Toxic Substances Date Data Arrived at EDR:04/16/2009 Telephone: 202-566-1667 Date Made Active in Reports:05/11/2009 Last EDR Contact:08/18/2017 Number of Days to Update:25 Next Scheduled EDR Contact: 12/04/2017 Data Release Frequency: No Update Planned FTTS INSP: FIFRA/TSCA Tracking System-FIFRA(Federal Insecticide, Fungicide,&Rodenticide Act)/TSCA(Toxic Substances Control Act) A listing of FIFRA/TSCA Tracking System(FTTS)inspections and enforcements. Date of Government Version:04/09/2009 Source: EPA Date Data Arrived at EDR:04/16/2009 Telephone: 202-566-1667 Date Made Active in Reports:05/11/2009 Last EDR Contact:08/18/2017 Number of Days to Update:25 Next Scheduled EDR Contact: 12/04/2017 Data Release Frequency: No Update Planned MLTS: Material Licensing Tracking System MLTS is maintained by the Nuclear Regulatory Commission and contains a list of approximately 8,100 sites which possess or use radioactive materials and which are subject to NRC licensing requirements.To maintain currency, EDR contacts the Agency on a quarterly basis. Date of Government Version:03/08/2021 Source: Nuclear Regulatory Commission Date Data Arrived at EDR:03/11/2021 Telephone: 301-415-7169 Date Made Active in Reports:05/11/2021 Last EDR Contact:04/16/2021 Number of Days to Update:61 Next Scheduled EDR Contact:08/02/2021 Data Release Frequency:Quarterly COAL ASH DOE: Steam-Electric Plant Operation Data A listing of power plants that store ash in surface ponds. Date of Government Version: 12/31/2019 Source: Department of Energy Date Data Arrived at EDR: 12/01/2020 Telephone: 202-586-8719 Date Made Active in Reports:02/09/2021 Last EDR Contact:03/05/2021 Number of Days to Update:70 Next Scheduled EDR Contact:06/14/2021 Data Release Frequency:Varies COAL ASH EPA: Coal Combustion Residues Surface Impoundments List A listing of coal combustion residues surface impoundments with high hazard potential ratings. Date of Government Version:01/12/2017 Source: Environmental Protection Agency Date Data Arrived at EDR:03/05/2019 Telephone: N/A Date Made Active in Reports: 11/11/2019 Last EDR Contact:03/02/2021 Number of Days to Update:251 Next Scheduled EDR Contact:06/14/2021 Data Release Frequency:Varies PCB TRANSFORMER: PCB Transformer Registration Database The database of PCB transformer registrations that includes all PCB registration submittals. Date of Government Version:09/13/2019 Source: Environmental Protection Agency Date Data Arrived at EDR: 11/06/2019 Telephone: 202-566-0517 Date Made Active in Reports:02/10/2020 Last EDR Contact:05/07/2021 Number of Days to Update:96 Next Scheduled EDR Contact:08/16/2021 Data Release Frequency:Varies RADINFO: Radiation Information Database The Radiation Information Database(RADINFO)contains information about facilities that are regulated by U.S. Environmental Protection Agency(EPA)regulations for radiation and radioactivity. TC6492348.2s Page GR-18 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version:07/01/2019 Source: Environmental Protection Agency Date Data Arrived at EDR:07/01/2019 Telephone: 202-343-9775 Date Made Active in Reports:09/23/2019 Last EDR Contact:03/25/2021 Number of Days to Update:84 Next Scheduled EDR Contact:07/12/2021 Data Release Frequency:Quarterly HIST FTTS: FIFRA/TSCA Tracking System Administrative Case Listing A complete administrative case listing from the FIFRA/TSCA Tracking System(FTTS)for all ten EPA regions.The information was obtained from the National Compliance Database(NCDB). NCDB supports the implementation of FIFRA (Federal Insecticide, Fungicide,and Rodenticide Act)and TSCA(Toxic Substances Control Act).Some EPA regions are now closing out records.Because of that,and the fact that some EPA regions are not providing EPA Headquarters with updated records,it was decided to create a HIST FTTS database.It included records that may not be included in the newer FTTS database updates.This database is no longer updated. Date of Government Version: 10/19/2006 Source: Environmental Protection Agency Date Data Arrived at EDR:03/01/2007 Telephone: 202-564-2501 Date Made Active in Reports:04/10/2007 Last EDR Contact: 12/17/2007 Number of Days to Update:40 Next Scheduled EDR Contact:03/17/2008 Data Release Frequency: No Update Planned HIST FTTS INSP: FIFRA/TSCA Tracking System Inspection&Enforcement Case Listing A complete inspection and enforcement case listing from the FIFRA/TSCA Tracking System(FTTS)for all ten EPA regions.The information was obtained from the National Compliance Database(NCDB).NCDB supports the implementation of FIFRA(Federal Insecticide, Fungicide,and Rodenticide Act)and TSCA(Toxic Substances Control Act).Some EPA regions are now closing out records. Because of that,and the fact that some EPA regions are not providing EPA Headquarters with updated records,it was decided to create a HIST FTTS database.It included records that may not be included in the newer FTTS database updates.This database is no longer updated. Date of Government Version: 10/19/2006 Source: Environmental Protection Agency Date Data Arrived at EDR:03/01/2007 Telephone: 202-564-2501 Date Made Active in Reports:04/10/2007 Last EDR Contact: 12/17/2008 Number of Days to Update:40 Next Scheduled EDR Contact:03/17/2008 Data Release Frequency: No Update Planned DOT OPS: Incident and Accident Data Department of Transporation,Office of Pipeline Safety Incident and Accident data. Date of Government Version:01/02/2020 Source: Department of Transporation,Office of Pipeline Safety Date Data Arrived at EDR:01/28/2020 Telephone: 202-366-4595 Date Made Active in Reports:04/17/2020 Last EDR Contact:04/27/2021 Number of Days to Update:80 Next Scheduled EDR Contact:08/09/2021 Data Release Frequency:Quarterly CONSENT: Superfund(CERCLA)Consent Decrees Major legal settlements that establish responsibility and standards for cleanup at NPL(Superfund)sites. Released periodically by United States District Courts after settlement by parties to litigation matters. Date of Government Version: 12/31/2020 Source: Department of Justice,Consent Decree Library Date Data Arrived at EDR:01/13/2021 Telephone: Varies Date Made Active in Reports:03/22/2021 Last EDR Contact:04/05/2021 Number of Days to Update:68 Next Scheduled EDR Contact:07/19/2021 Data Release Frequency:Varies BRS: Biennial Reporting System The Biennial Reporting System is a national system administered by the EPA that collects data on the generation and management of hazardous waste. BRS captures detailed data from two groups: Large Quantity Generators(LQG) and Treatment,Storage,and Disposal Facilities. Date of Government Version: 12/31/2017 Source: EPA/NTIS Date Data Arrived at EDR:06/22/2020 Telephone: 800-424-9346 Date Made Active in Reports: 11/20/2020 Last EDR Contact:03/23/2021 Number of Days to Update: 151 Next Scheduled EDR Contact:07/05/2021 Data Release Frequency: Biennially TC6492348.2s Page GR-19 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING INDIAN RESERV: Indian Reservations This map layer portrays Indian administered lands of the United States that have any area equal to or greater than 640 acres. Date of Government Version: 12/31/2014 Source: USGS Date Data Arrived at EDR:07/14/2015 Telephone: 202-208-3710 Date Made Active in Reports:01/10/2017 Last EDR Contact:04/06/2021 Number of Days to Update:546 Next Scheduled EDR Contact:07/19/2021 Data Release Frequency:Semi-Annually FUSRAP: Formerly Utilized Sites Remedial Action Program DOE established the Formerly Utilized Sites Remedial Action Program(FUSRAP)in 1974 to remediate sites where radioactive contamination remained from Manhattan Project and early U.S.Atomic Energy Commission(AEC)operations. Date of Government Version:08/08/2017 Source: Department of Energy Date Data Arrived at EDR:09/11/2018 Telephone: 202-586-3559 Date Made Active in Reports:09/14/2018 Last EDR Contact:04/28/2021 Number of Days to Update:3 Next Scheduled EDR Contact:08/16/2021 Data Release Frequency:Varies UMTRA: Uranium Mill Tailings Sites Uranium ore was mined by private companies for federal government use in national defense programs.When the mills shut down,large piles of the sand-like material (mill tailings)remain after uranium has been extracted from the ore. Levels of human exposure to radioactive materials from the piles are low;however, in some cases tailings were used as construction materials before the potential health hazards of the tailings were recognized. Date of Government Version:08/30/2019 Source: Department of Energy Date Data Arrived at EDR: 11/15/2019 Telephone: 505-845-0011 Date Made Active in Reports:01/28/2020 Last EDR Contact:02/18/2021 Number of Days to Update:74 Next Scheduled EDR Contact:05/31/2021 Data Release Frequency:Varies LEAD SMELTER 1: Lead Smelter Sites A listing of former lead smelter site locations. Date of Government Version: 12/30/2020 Source: Environmental Protection Agency Date Data Arrived at EDR:01/14/2021 Telephone: 703-603-8787 Date Made Active in Reports:02/09/2021 Last EDR Contact:05/03/2021 Number of Days to Update:26 Next Scheduled EDR Contact:07/12/2021 Data Release Frequency:Varies LEAD SMELTER 2: Lead Smelter Sites A list of several hundred sites in the U.S.where secondary lead smelting was done from 1931 and 1964.These sites may pose a threat to public health through ingestion or inhalation of contaminated soil or dust Date of Government Version:04/05/2001 Source: American Journal of Public Health Date Data Arrived at EDR: 10/27/2010 Telephone: 703-305-6451 Date Made Active in Reports: 12/02/2010 Last EDR Contact: 12/02/2009 Number of Days to Update:36 Next Scheduled EDR Contact:N/A Data Release Frequency: No Update Planned US AIRS(AFS): Aerometric Information Retrieval System Facility Subsystem(AFS) The database is a sub-system of Aerometric Information Retrieval System(AIRS).AFS contains compliance data on air pollution point sources regulated by the U.S. EPA and/or state and local air regulatory agencies.This information comes from source reports by various stationary sources of air pollution,such as electric power plants, steel mills,factories,and universities,and provides information about the air pollutants they produce.Action, air program,air program pollutant,and general level plant data. It is used to track emissions and compliance data from industrial plants. TC6492348.2s Page GR-20 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 10/12/2016 Source: EPA Date Data Arrived at EDR: 10/26/2016 Telephone: 202-564-2496 Date Made Active in Reports:02/03/2017 Last EDR Contact:09/26/2017 Number of Days to Update: 100 Next Scheduled EDR Contact:01/08/2018 Data Release Frequency:Annually US AIRS MINOR: Air Facility System Data A listing of minor source facilities. Date of Government Version: 10/12/2016 Source: EPA Date Data Arrived at EDR: 10/26/2016 Telephone: 202-564-2496 Date Made Active in Reports:02/03/2017 Last EDR Contact:09/26/2017 Number of Days to Update: 100 Next Scheduled EDR Contact:01/08/2018 Data Release Frequency:Annually MINES VIOLATIONS: MSHA Violation Assessment Data Mines violation and assessment information. Department of Labor, Mine Safety&Health Administration. Date of Government Version: 11/24/2020 Source: DOL, Mine Safety&Health Admi Date Data Arrived at EDR: 11/30/2020 Telephone: 202-693-9424 Date Made Active in Reports:01/25/2021 Last EDR Contact:03/01/2021 Number of Days to Update:56 Next Scheduled EDR Contact:06/14/2021 Data Release Frequency:Quarterly US MINES: Mines Master Index File Contains all mine identification numbers issued for mines active or opened since 1971.The data also includes violation information. Date of Government Version: 11/03/2020 Source: Department of Labor,Mine Safety and Health Administration Date Data Arrived at EDR: 11/23/2020 Telephone: 303-231-5959 Date Made Active in Reports:01/25/2021 Last EDR Contact:02/24/2021 Number of Days to Update:63 Next Scheduled EDR Contact:06/06/2021 Data Release Frequency:Semi-Annually US MINES 2: Ferrous and Nonferrous Metal Mines Database Listing This map layer includes ferrous(ferrous metal mines are facilities that extract ferrous metals,such as iron ore or molybdenum)and nonferrous(Nonferrous metal mines are facilities that extract nonferrous metals,such as gold,silver,copper,zinc,and lead)metal mines in the United States. Date of Government Version:05/06/2020 Source: USGS Date Data Arrived at EDR:05/27/2020 Telephone: 703-648-7709 Date Made Active in Reports:08/13/2020 Last EDR Contact:02/26/2021 Number of Days to Update:78 Next Scheduled EDR Contact:06/06/2021 Data Release Frequency:Varies US MINES 3: Active Mines&Mineral Plants Database Listing Active Mines and Mineral Processing Plant operations for commodities monitored by the Minerals Information Team of the USGS. Date of Government Version:04/14/2011 Source: USGS Date Data Arrived at EDR:06/08/2011 Telephone: 703-648-7709 Date Made Active in Reports:09/13/2011 Last EDR Contact:02/26/2021 Number of Days to Update:97 Next Scheduled EDR Contact:06/06/2021 Data Release Frequency:Varies ABANDONED MINES: Abandoned Mines An inventory of land and water impacted by past mining(primarily coal mining)is maintained by OSMRE to provide information needed to implement the Surface Mining Control and Reclamation Act of 1977(SMCRA).The inventory contains information on the location,type,and extent of AML impacts,as well as,information on the cost associated with the reclamation of those problems.The inventory is based upon field surveys by State,Tribal,and OSMRE program officials. It is dynamic to the extent that it is modified as new problems are identified and existing problems are reclaimed. TC6492348.2s Page GR-21 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 12/11/2020 Source: Department of Interior Date Data Arrived at EDR: 12/11/2020 Telephone: 202-208-2609 Date Made Active in Reports:03/02/2021 Last EDR Contact:03/10/2021 Number of Days to Update:81 Next Scheduled EDR Contact:06/21/2021 Data Release Frequency:Quarterly FINDS: Facility Index System/Facility Registry System Facility Index System. FINDS contains both facility information and'pointers'to other sources that contain more detail. EDR includes the following FINDS databases in this report: PCS(Permit Compliance System),AIRS(Aerometric Information Retrieval System), DOCKET(Enforcement Docket used to manage and track information on civil judicial enforcement cases for all environmental statutes), FURS(Federal Underground Injection Control),C-DOCKET(Criminal Docket System used to track criminal enforcement actions for all environmental statutes), FFIS(Federal Facilities Information System),STATE(State Environmental Laws and Statutes),and PADS(PCB Activity Data System). Date of Government Version:02/03/2021 Source: EPA Date Data Arrived at EDR:03/03/2021 Telephone: (214)665-2200 Date Made Active in Reports:04/05/2021 Last EDR Contact:03/03/2021 Number of Days to Update:33 Next Scheduled EDR Contact:06/14/2021 Data Release Frequency:Quarterly ECHO: Enforcement&Compliance History Information ECHO provides integrated compliance and enforcement information for about 800,000 regulated facilities nationwide. Date of Government Version:01/02/2021 Source: Environmental Protection Agency Date Data Arrived at EDR:01/08/2021 Telephone: 202-564-2280 Date Made Active in Reports:03/22/2021 Last EDR Contact:04/06/2021 Number of Days to Update:73 Next Scheduled EDR Contact:07/19/2021 Data Release Frequency:Quarterly DOCKET HWC: Hazardous Waste Compliance Docket Listing A complete list of the Federal Agency Hazardous Waste Compliance Docket Facilities. Date of Government Version: 11/03/2020 Source: Environmental Protection Agency Date Data Arrived at EDR: 11/17/2020 Telephone: 202-564-0527 Date Made Active in Reports:02/09/2021 Last EDR Contact:02/26/2021 Number of Days to Update:84 Next Scheduled EDR Contact:06/06/2021 Data Release Frequency:Varies UXO: Unexploded Ordnance Sites A listing of unexploded ordnance site locations Date of Government Version: 12/31/2018 Source: Department of Defense Date Data Arrived at EDR:07/02/2020 Telephone: 703-704-1564 Date Made Active in Reports:09/17/2020 Last EDR Contact:04/13/2021 Number of Days to Update:77 Next Scheduled EDR Contact:07/26/2021 Data Release Frequency:Varies FUELS PROGRAM: EPA Fuels Program Registered Listing This listing includes facilities that are registered under the Part 80(Code of Federal Regulations)EPA Fuels Programs.All companies now are required to submit new and updated registrations. Date of Government Version:02/17/2021 Source: EPA Date Data Arrived at EDR:02/17/2021 Telephone: 800-385-6164 Date Made Active in Reports:03/22/2021 Last EDR Contact:02/17/2021 Number of Days to Update:33 Next Scheduled EDR Contact:05/31/2021 Data Release Frequency:Quarterly AIRS: Current Emission Inventory Data The database lists by company,along with their actual emissions,the TNRCC air accounts that emit EPA criteria pollutants. TC6492348.2s Page GR-22 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 12/15/2020 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR: 12/16/2020 Telephone: N/A Date Made Active in Reports:01/11/2021 Last EDR Contact:03/08/2021 Number of Days to Update:26 Next Scheduled EDR Contact:06/21/2021 Data Release Frequency:Semi-Annually APAR: Affected Property Assessment Report Site Listing Listing of Sites That Have Received an APAR(Affected Property Assessment Report) Date of Government Version:01/14/2021 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR:01/15/2021 Telephone: 512-239-5872 Date Made Active in Reports:04/05/2021 Last EDR Contact:04/05/2021 Number of Days to Update:80 Next Scheduled EDR Contact:07/19/2021 Data Release Frequency:Varies ASBESTOS: Asbestos Notification Listing A listing of asbestos notification site locations. Date of Government Version: 11/25/2020 Source: Department of State Health Services Date Data Arrived at EDR: 12/02/2020 Telephone: 512-834-6787 Date Made Active in Reports:02/19/2021 Last EDR Contact:02/16/2021 Number of Days to Update:79 Next Scheduled EDR Contact:05/31/2021 Data Release Frequency:Varies COAL ASH: Coal Ash Disposal Sites A listing of facilities that use surface impoundments or landfills to dispose of coal ash. Date of Government Version: 10/27/2020 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR: 11/04/2020 Telephone: 512-239-6624 Date Made Active in Reports:01/25/2021 Last EDR Contact:04/22/2021 Number of Days to Update:82 Next Scheduled EDR Contact:08/09/2021 Data Release Frequency:Varies DRYCLEANERS: Drycleaner Registration Database Listing A listing of drycleaning facilities. Date of Government Version:05/12/2020 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR:05/27/2020 Telephone: 512-239-2160 Date Made Active in Reports:08/11/2020 Last EDR Contact:02/24/2021 Number of Days to Update:76 Next Scheduled EDR Contact:06/06/2021 Data Release Frequency:Varies ED AQUIF: Edwards Aquifer Permits A listing of permits in the Edwards Aquifer Protection Program database.The information provided is for the counties located in the Austin Region(Hays,Travis,and Williamson counties). Date of Government Version:01/20/2021 Source: Texas Commission on Environmental Quality,Austin Region Date Data Arrived at EDR:01/21/2021 Telephone: 512-339-2929 Date Made Active in Reports:04/13/2021 Last EDR Contact:03/22/2021 Number of Days to Update:82 Next Scheduled EDR Contact:07/05/2021 Data Release Frequency:Varies ENFORCEMENT: Notice of Violations Listing A listing of permit violations. Date of Government Version:04/15/2021 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR:04/21/2021 Telephone: 512-239-6012 Date Made Active in Reports:04/23/2021 Last EDR Contact:03/29/2021 Number of Days to Update:2 Next Scheduled EDR Contact:07/12/2021 Data Release Frequency:Semi-Annually TC6492348.2s Page GR-23 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Financial Assurance 1: Financial Assurance Information Listing Financial assurance information. Date of Government Version: 12/16/2020 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR:01/06/2021 Telephone: 512-239-6239 Date Made Active in Reports:03/23/2021 Last EDR Contact:03/22/2021 Number of Days to Update:76 Next Scheduled EDR Contact:07/05/2021 Data Release Frequency:Varies Financial Assurance 2: Financial Assurance Information Listing Financial Assurance information for underground storage tank facilities.Financial assurance is intended to ensure that resources are available to pay for the cost of closure,post-closure care,and corrective measures if the owner or operator of a regulated facility is unable or unwilling to pay Date of Government Version: 12/04/2020 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR: 12/18/2020 Telephone: 512-239-0986 Date Made Active in Reports:03/11/2021 Last EDR Contact:03/24/2021 Number of Days to Update:83 Next Scheduled EDR Contact:07/05/2021 Data Release Frequency:Quarterly GCC: Groundwater Contamination Cases Texas Water Code,Section 26.406 requires the annual report to describe the current status of groundwater monitoring activities conducted or required by each agency at regulated facilities or associated with regulated activities. The report is required to contain a description of each case of groundwater contamination documented during the previous calendar year.Also to be included, is a description of each case of contamination documented during previous periods for which voluntary clean up action was incomplete at the time the preceding report was issued. The report is also required to indicate the status of enforcement action for each listed case. Date of Government Version: 12/31/2019 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR: 11/30/2020 Telephone: 512-239-5690 Date Made Active in Reports:02/09/2021 Last EDR Contact:02/26/2021 Number of Days to Update:71 Next Scheduled EDR Contact:06/06/2021 Data Release Frequency:Annually IOP: Innocent Owner/Operator Program Contains information on all sites that are in the IOP.An IOP is an innocent owner or operator whose property is contaminated as a result of a release or migration of contaminants from a source or sources not located on the property,and they did not cause or contribute to the source or sources of contamination. Date of Government Version: 12/23/2021 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR:01/07/2021 Telephone: 512-239-5894 Date Made Active in Reports:03/23/2021 Last EDR Contact:03/29/2021 Number of Days to Update:75 Next Scheduled EDR Contact:07/12/2021 Data Release Frequency:Quarterly LEAD: Lead Inspection Listing Lead inspection sites Date of Government Version: 11/25/2020 Source: Department of State Health Services Date Data Arrived at EDR: 12/02/2020 Telephone: 512-834-6600 Date Made Active in Reports:02/19/2021 Last EDR Contact:02/16/2021 Number of Days to Update:79 Next Scheduled EDR Contact:05/31/2021 Data Release Frequency:Varies Ind. Haz Waste: Industrial&Hazardous Waste Database Summary reports reported by waste handlers,generators and shippers in Texas. Date of Government Version: 12/04/2020 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR:01/13/2021 Telephone: 512-239-0985 Date Made Active in Reports:04/05/2021 Last EDR Contact:04/14/2021 Number of Days to Update:82 Next Scheduled EDR Contact:07/26/2021 Data Release Frequency:Annually TC6492348.2s Page GR-24 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING MSD: Municipal Settings Designations Database An MSD is an official state designation given to property within a municipality or its extraterritorial jurisdiction that certifies that designated groundwater at the property is not use as potable water,and is prohibited from future use as potatable water because that groundwater is contaminated in excess of the applicable potable-water protective concentration level. Date of Government Version:01/26/2021 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR:02/09/2021 Telephone: 512-239-4982 Date Made Active in Reports:05/03/2021 Last EDR Contact:04/22/2021 Number of Days to Update:83 Next Scheduled EDR Contact:08/09/2021 Data Release Frequency:Varies NPDES: NPDES Facility List Permitted wastewater outfalls. Date of Government Version:01/29/2021 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR:01/29/2021 Telephone: 512-239-4591 Date Made Active in Reports:02/04/2021 Last EDR Contact:05/12/2021 Number of Days to Update:6 Next Scheduled EDR Contact:08/23/2021 Data Release Frequency:Varies RWS: Radioactive Waste Sites Sites in the State of Texas that have been designated as Radioactive Waste sites. Date of Government Version:07/24/2006 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR: 12/14/2006 Telephone: 512-239-0859 Date Made Active in Reports:01/23/2007 Last EDR Contact:05/10/2021 Number of Days to Update:40 Next Scheduled EDR Contact:08/23/2021 Data Release Frequency:Semi-Annually TIER 2: Tier 2 Chemical Inventory Reports A listing of facilities which store or manufacture hazardous materials and submit a chemical inventory report. Date of Government Version: 12/31/2012 Source: Department of State Health Services Date Data Arrived at EDR:06/07/2013 Telephone: 512-834-6603 Date Made Active in Reports:07/22/2013 Last EDR Contact:02/16/2021 Number of Days to Update:45 Next Scheduled EDR Contact:05/31/2021 Data Release Frequency:Annually UIC: Underground Injection Wells Database Listing Class V injection wells regulated by the TCEQ. Class V wells are used to inject non-hazardous fluids underground. Most Class V wells are used to dispose of wastes into or above underground sources of drinking water and can pose a threat to ground water quality,if not managed properly. Date of Government Version:02/10/2021 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR:02/11/2021 Telephone: 512-239-6627 Date Made Active in Reports:05/05/2021 Last EDR Contact:04/09/2021 Number of Days to Update:83 Next Scheduled EDR Contact:07/26/2021 Data Release Frequency:Varies IHW CORR ACTION: IHW CORR ACTION Industrial hazardous waste facilities with corrective actions. Date of Government Version: 12/23/2021 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR:01/07/2021 Telephone: 512-239-5872 Date Made Active in Reports:03/23/2021 Last EDR Contact:03/29/2021 Number of Days to Update:75 Next Scheduled EDR Contact:07/12/2021 Data Release Frequency:Varies TC6492348.2s Page GR-25 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING PST STAGE 2: PST Stage 2 State II Vapor Recovery. Decommissioning of Stage II Rule-Gasoline dispensing facilities(GDFs)may begin the process of removing Stage II equipment on May 16,2014 providing that all other requirements for decommissioning have been met,including appropriate notification. Date of Government Version:07/17/2019 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR:07/18/2019 Telephone: 512-239-2160 Date Made Active in Reports:09/24/2019 Last EDR Contact:03/22/2021 Number of Days to Update:68 Next Scheduled EDR Contact:07/05/2021 Data Release Frequency:Varies COMP HIST: Compliance History Listing A listing of compliance histories of regulated entities Date of Government Version: 11/23/2020 Source: Txas Commission on Environmental Quality Date Data Arrived at EDR: 11/25/2020 Telephone: 512-239-3282 Date Made Active in Reports:02/16/2021 Last EDR Contact:02/26/2021 Number of Days to Update:83 Next Scheduled EDR Contact:06/06/2021 Data Release Frequency:Varies PCS: Permit Compliance System PCS is a computerized management information system that contains data on National Pollutant Discharge Elimination System(NPDES)permit holding facilities. PCS tracks the permit,compliance,and enforcement status of NPDES facilities. Date of Government Version:07/14/2011 Source: EPA,Office of Water Date Data Arrived at EDR:08/05/2011 Telephone: 202-564-2496 Date Made Active in Reports:09/29/2011 Last EDR Contact:03/31/2021 Number of Days to Update:55 Next Scheduled EDR Contact:07/19/2021 Data Release Frequency:Semi-Annually PCS INACTIVE: Listing of Inactive PCS Permits An inactive permit is a facility that has shut down or is no longer discharging. Date of Government Version: 11/05/2014 Source: EPA Date Data Arrived at EDR:01/06/2015 Telephone: 202-564-2496 Date Made Active in Reports:05/06/2015 Last EDR Contact:03/31/2021 Number of Days to Update: 120 Next Scheduled EDR Contact:07/19/2021 Data Release Frequency:Semi-Annually PCS ENF: Enforcement data No description is available for this data Date of Government Version: 12/31/2014 Source: EPA Date Data Arrived at EDR:02/05/2015 Telephone: 202-564-2497 Date Made Active in Reports:03/06/2015 Last EDR Contact:03/31/2021 Number of Days to Update:29 Next Scheduled EDR Contact:07/19/2021 Data Release Frequency:Varies MINES MRDS: Mineral Resources Data System Mineral Resources Data System Date of Government Version:04/06/2018 Source: USGS Date Data Arrived at EDR: 10/21/2019 Telephone: 703-648-6533 Date Made Active in Reports: 10/24/2019 Last EDR Contact:02/26/2021 Number of Days to Update:3 Next Scheduled EDR Contact:09/10/2018 Data Release Frequency:Varies TC6492348.2s Page GR-26 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING EDR HIGH RISK HISTORICAL RECORDS EDR Exclusive Records EDR MGP: EDR Proprietary Manufactured Gas Plants The EDR Proprietary Manufactured Gas Plant Database includes records of coal gas plants(manufactured gas plants) compiled by EDR's researchers. Manufactured gas sites were used in the United States from the 1800's to 1950's to produce a gas that could be distributed and used as fuel.These plants used whale oil, rosin, coal,or a mixture of coal,oil,and water that also produced a significant amount of waste.Many of the byproducts of the gas production, such as coal tar(oily waste containing volatile and non-volatile chemicals),sludges,oils and other compounds are potentially hazardous to human health and the environment.The byproduct from this process was frequently disposed of directly at the plant site and can remain or spread slowly,serving as a continuous source of soil and groundwater contamination. Date of Government Version:N/A Source: EDR,Inc. Date Data Arrived at EDR: N/A Telephone: N/A Date Made Active in Reports: N/A Last EDR Contact: N/A Number of Days to Update: N/A Next Scheduled EDR Contact:N/A Data Release Frequency: No Update Planned EDR Hist Auto: EDR Exclusive Historical Auto Stations EDR has searched selected national collections of business directories and has collected listings of potential gas station/filling station/service station sites that were available to EDR researchers.EDR's review was limited to those categories of sources that might, in EDR's opinion, include gas station/filling station/service station establishments.The categories reviewed included, but were not limited to gas,gas station,gasoline station, filling station,auto,automobile repair,auto service station,service station,etc.This database falls within a category of information EDR classifies as"High Risk Historical Records",or HRHR.EDR's HRHR effort presents unique and sometimes proprietary data about past sites and operations that typically create environmental concerns, but may not show up in current government records searches. Date of Government Version:N/A Source: EDR,Inc. Date Data Arrived at EDR: N/A Telephone: N/A Date Made Active in Reports: N/A Last EDR Contact: N/A Number of Days to Update: N/A Next Scheduled EDR Contact:N/A Data Release Frequency:Varies EDR Hist Cleaner: EDR Exclusive Historical Cleaners EDR has searched selected national collections of business directories and has collected listings of potential dry cleaner sites that were available to EDR researchers. EDR's review was limited to those categories of sources that might, in EDR's opinion, include dry cleaning establishments.The categories reviewed included, but were not limited to dry cleaners,cleaners, laundry,laundromat,cleaning/laundry,wash&dry etc.This database falls within a category of information EDR classifies as"High Risk Historical Records",or HRHR. EDR's HRHR effort presents unique and sometimes proprietary data about past sites and operations that typically create environmental concerns, but may not show up in current government records searches. Date of Government Version:N/A Source: EDR,Inc. Date Data Arrived at EDR: N/A Telephone: N/A Date Made Active in Reports: N/A Last EDR Contact: N/A Number of Days to Update: N/A Next Scheduled EDR Contact:N/A Data Release Frequency:Varies EDR RECOVERED GOVERNMENT ARCHIVES Exclusive Recovered Govt.Archives RGA HWS: Recovered Government Archive State Hazardous Waste Facilities List The EDR Recovered Government Archive State Hazardous Waste database provides a list of SHWS incidents derived from historical databases and includes many records that no longer appear in current government lists.Compiled from Records formerly available from the Texas Commission of Environmental Quality in Texas formerly known as Texas Natural Resources Conservation Commission which changed in 2002. TC6492348.2s Page GR-27 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version:N/A Source: Texas Commission on Environmental Quality Date Data Arrived at EDR:07/01/2013 Telephone: N/A Date Made Active in Reports: 12/26/2013 Last EDR Contact:06/01/2012 Number of Days to Update: 178 Next Scheduled EDR Contact:N/A Data Release Frequency:Varies RGA LF: Recovered Government Archive Solid Waste Facilities List The EDR Recovered Government Archive Landfill database provides a list of landfills derived from historical databases and includes many records that no longer appear in current government lists.Compiled from Records formerly available from the Texas Commission of Environmental Quality in Texas formerly known as Texas Natural Resources Conservation Commission which changed in 2002. Date of Government Version:N/A Source: Texas Commission on Environmental Quality Date Data Arrived at EDR:07/01/2013 Telephone: N/A Date Made Active in Reports:01/13/2014 Last EDR Contact:06/01/2012 Number of Days to Update: 196 Next Scheduled EDR Contact:N/A Data Release Frequency:Varies COUNTY RECORDS TRAVIS COUNTY: HIST UST AUSTIN: Historic Tank Records A listing of historic records from the City of Austin. Date of Government Version:06/25/2012 Source: Department of Planning&Development Review Date Data Arrived at EDR:06/29/2012 Telephone: 512-974-2715 Date Made Active in Reports:08/23/2012 Last EDR Contact:03/01/2021 Number of Days to Update:55 Next Scheduled EDR Contact:06/14/2021 Data Release Frequency:Varies OTHER DATABASE(S) Depending on the geographic area covered by this report,the data provided in these specialty databases may or may not be complete. For example,the existence of wetlands information data in a specific report does not mean that all wetlands in the area covered by the report are included. Moreover,the absence of any reported wetlands information does not necessarily mean that wetlands do not exist in the area covered by the report. CT MANIFEST: Hazardous Waste Manifest Data Facility and manifest data. Manifest is a document that lists and tracks hazardous waste from the generator through transporters to a tsd facility. Date of Government Version: 10/05/2020 Source: Department of Energy&Environmental Protection Date Data Arrived at EDR:02/17/2021 Telephone: 860-424-3375 Date Made Active in Reports:05/10/2021 Last EDR Contact:05/11/2021 Number of Days to Update:82 Next Scheduled EDR Contact:08/23/2021 Data Release Frequency: No Update Planned NJ MANIFEST: Manifest Information Hazardous waste manifest information. Date of Government Version: 12/31/2018 Source: Department of Environmental Protection Date Data Arrived at EDR:04/10/2019 Telephone: N/A Date Made Active in Reports:05/16/2019 Last EDR Contact:04/09/2021 Number of Days to Update:36 Next Scheduled EDR Contact:07/19/2021 Data Release Frequency:Annually TC6492348.2s Page GR-28 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING NY MANIFEST: Facility and Manifest Data Manifest is a document that lists and tracks hazardous waste from the generator through transporters to a TSD facility. Date of Government Version:01/01/2019 Source: Department of Environmental Conservation Date Data Arrived at EDR:04/29/2020 Telephone: 518-402-8651 Date Made Active in Reports:07/10/2020 Last EDR Contact:04/30/2021 Number of Days to Update:72 Next Scheduled EDR Contact:08/09/2021 Data Release Frequency:Quarterly PA MANIFEST: Manifest Information Hazardous waste manifest information. Date of Government Version:06/30/2018 Source: Department of Environmental Protection Date Data Arrived at EDR:07/19/2019 Telephone: 717-783-8990 Date Made Active in Reports:09/10/2019 Last EDR Contact:04/09/2021 Number of Days to Update:53 Next Scheduled EDR Contact:07/26/2021 Data Release Frequency:Annually RI MANIFEST: Manifest information Hazardous waste manifest information Date of Government Version: 12/31/2019 Source: Department of Environmental Management Date Data Arrived at EDR:02/11/2021 Telephone: 401-222-2797 Date Made Active in Reports:02/24/2021 Last EDR Contact:02/09/2021 Number of Days to Update: 13 Next Scheduled EDR Contact:05/31/2021 Data Release Frequency:Annually VT MANIFEST: Hazardous Waste Manifest Data Hazardous waste manifest information. Date of Government Version: 10/28/2019 Source: Department of Environmental Conservation Date Data Arrived at EDR: 10/29/2019 Telephone: 802-241-3443 Date Made Active in Reports:01/09/2020 Last EDR Contact:04/12/2021 Number of Days to Update:72 Next Scheduled EDR Contact:07/26/2021 Data Release Frequency:Annually WI MANIFEST: Manifest Information Hazardous waste manifest information. Date of Government Version:05/31/2018 Source: Department of Natural Resources Date Data Arrived at EDR:06/19/2019 Telephone: N/A Date Made Active in Reports:09/03/2019 Last EDR Contact:03/08/2021 Number of Days to Update:76 Next Scheduled EDR Contact:06/21/2021 Data Release Frequency:Annually Oil/Gas Pipelines Source: Endeavor Business Media Petroleum Bundle(Crude Oil,Refined Products, Petrochemicals,Gas Liquids(LPG/NGL),and Specialty Gases(Miscellaneous))N=Natural Gas Bundle(Natural Gas,Gas Liquids(LPG/NGL),and Specialty Gases (Miscellaneous)).This map includes information copyrighted by Endeavor Business Media.This information is provided on a best effort basis and Endeavor Business Media does not guarantee its accuracy nor warrant its fitness for any particular purpose.Such information has been reprinted with the permission of Endeavor Business Media. Electric Power Transmission Line Data Source: Endeavor Business Media This map includes information copyrighted by Endeavor Business Media.This information is provided on a best effort basis and Endeavor Business Media does not guarantee its accuracy nor warrant its fitness for any particular purpose.Such information has been reprinted with the permission of Endeavor Business Media. Sensitive Receptors: There are individuals deemed sensitive receptors due to their fragile immune systems and special sensitivity to environmental discharges. These sensitive receptors typically include the elderly,the sick,and children. While the location of all sensitive receptors cannot be determined, EDR indicates those buildings and facilities-schools,daycares,hospitals,medical centers, and nursing homes-where individuals who are sensitive receptors are likely to be located. TC6492348.2s Page GR-29 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING AHA Hospitals: Source:American Hospital Association, Inc. Telephone:312-280-5991 The database includes a listing of hospitals based on the American Hospital Association's annual survey of hospitals. Medical Centers: Provider of Services Listing Source:Centers for Medicare&Medicaid Services Telephone:410-786-3000 A listing of hospitals with Medicare provider number, produced by Centers of Medicare&Medicaid Services, a federal agency within the U.S.Department of Health and Human Services. Nursing Homes Source: National Institutes of Health Telephone:301-594-6248 Information on Medicare and Medicaid certified nursing homes in the United States. Public Schools Source: National Center for Education Statistics Telephone:202-502-7300 The National Center for Education Statistics'primary database on elementary and secondary public education in the United States. It is a comprehensive,annual, national statistical database of all public elementary and secondary schools and school districts,which contains data that are comparable across all states. Private Schools Source: National Center for Education Statistics Telephone:202-502-7300 The National Center for Education Statistics'primary database on private school locations in the United States. Daycare Centers:Child Care Facility List Source: Department of Protective&Regulatory Services Telephone:512-438-3269 Flood Zone Data: This data was obtained from the Federal Emergency Management Agency(FEMA).It depicts 100-year and 500-year flood zones as defined by FEMA.It includes the National Flood Hazard Layer(NFHL)which incorporates Flood Insurance Rate Map(FIRM)data and Q3 data from FEMA in areas not covered by NFHL. Source: FEMA Telephone:877-336-2627 Date of Government Version:2003,2015 NWI: National Wetlands Inventory. This data,available in select counties across the country,was obtained by EDR in 2002,2005 and 2010 from the U.S.Fish and Wildlife Service. State Wetlands Data:Wetland Inventory Source:Texas General Land Office Telephone:512-463-0745 Current USGS 7.5 Minute Topographic Map Source: U.S.Geological Survey STREET AND ADDRESS INFORMATION ©2015 TomTom North America, Inc.All rights reserved. This material is proprietary and the subject of copyright protection and other intellectual property rights owned by or licensed to Tele Atlas North America, Inc. The use of this material is subject to the terms of a license agreement. You will be held liable for any unauthorized copying or disclosure of this material. TC6492348.2s Page GR-30 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE ADDENDUM TARGET PROPERTY ADDRESS COCC- 18005A ALAMEDA BOND 2018 2920 S ALAMEDA ST CORPUS CHRISTI, TX 78404 TARGET PROPERTY COORDINATES Latitude(North): 27.764278-27°45' 51.40" Longitude(West): 97.394996-97° 23'41.99" Universal Tranverse Mercator: Zone 14 UTM X(Meters): 658164.9 UTM Y(Meters): 3071952.2 Elevation: 31 ft. above sea level USGS TOPOGRAPHIC MAP Target Property Map: 5936807 CORPUS CHRISTI, TX Version Date: 2013 Northeast Map: 5936781 PORTLAND, TX Version Date: 2013 Southeast Map: 5936767 OSO CREEK NE,TX Version Date: 2013 Southwest Map: 5936769 OSO CREEK NW, TX Version Date: 2013 EDR's GeoCheck Physical Setting Source Addendum is provided to assist the environmental professional in forming an opinion about the impact of potential contaminant migration. Assessment of the impact of contaminant migration generally has two principle investigative components: 1. Groundwater flow direction, and 2. Groundwater flow velocity. Groundwater flow direction may be impacted by surface topography, hydrology, hydrogeology, characteristics of the soil, and nearby wells. Groundwater flow velocity is generally impacted by the nature of the geologic strata. TC6492348.2s Page A-1 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK° - PHYSICAL SETTING SOURCE SUMMARY GROUNDWATER FLOW DIRECTION INFORMATION Groundwater flow direction for a particular site is best determined by a qualified environmental professional using site-specific well data. If such data is not reasonably ascertainable, it may be necessary to rely on other sources of information, such as surface topographic information, hydrologic information, hydrogeologic data collected on nearby properties, and regional groundwater flow information (from deep aquifers). TOPOGRAPHIC INFORMATION Surface topography may be indicative of the direction of surficial groundwater flow. This information can be used to assist the environmental professional in forming an opinion about the impact of nearby contaminated properties or, should contamination exist on the target property,what downgradient sites might be impacted. TARGET PROPERTY TOPOGRAPHY General Topographic Gradient: General NNE SURROUNDING TOPOGRAPHY: ELEVATION PROFILES 0 A T N N A A A N N N A O O W North South TP 0 W UA A W W W W N O {D N pe o West East TP 0 1/2 1 Miles Target Property Elevation: 31 ft. Source: Topography has been determined from the USGS 7.5' Digital Elevation Model and should be evaluated on a relative(not an absolute)basis. Relative elevation information between sites of close proximity should be field verified. TC6492348.2s Page A-2 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK° - PHYSICAL SETTING SOURCE SUMMARY HYDROLOGIC INFORMATION Surface water can act as a hydrologic barrier to groundwater flow. Such hydrologic information can be used to assist the environmental professional in forming an opinion about the impact of nearby contaminated properties or, should contamination exist on the target property, what downgradient sites might be impacted. Refer to the Physical Setting Source Map following this summary for hydrologic information (major waterways and bodies of water). FEMA FLOOD ZONE Flood Plain Panel at Target Property FEMA Source Type 4854640169C FEMA Q3 Flood data Additional Panels in search area: FEMA Source Type 4854640168C FEMA Q3 Flood data 4854640285C FEMA Q3 Flood data NATIONAL WETLAND INVENTORY NWI Electronic NWI Quad at Target Property Data Coverage CORPUS CHRISTI YES-refer to the Overview Map and Detail Map HYDROGEOLOGIC INFORMATION Hydrogeologic information obtained by installation of wells on a specific site can often be an indicator of groundwater flow direction in the immediate area. Such hydrogeologic information can be used to assist the environmental professional in forming an opinion about the impact of nearby contaminated properties or,should contamination exist on the target property, what downgradient sites might be impacted. Site-Specific Hydrogeological Data*: Search Radius: 1.25 miles Status: Not found AQUIFLOW® Search Radius: 1.000 Mile. EDR has developed the AQUIFLOW Information System to provide data on the general direction of groundwater flow at specific points. EDR has reviewed reports submitted by environmental professionals to regulatory authorities at select sites and has extracted the date of the report, groundwater flow direction as determined hydrogeologically, and the depth to water table. LOCATION GENERAL DIRECTION MAP ID FROM TP GROUNDWATER FLOW Not Reported *©1996 Site-specific hydrogeological data gathered by CERCLIS Alerts,Inc.,Bainbridge Island,WA.All rights reserved.All of the information and opinions presented are those of the cited EPA report(s),which were completed under a Comprehensive Environmental Response Compensation and Liability Information System(CERCLIS)investigation. TC6492348.2s Page A-3 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK° - PHYSICAL SETTING SOURCE SUMMARY GROUNDWATER FLOW VELOCITY INFORMATION Groundwater flow velocity information for a particular site is best determined by a qualified environmental professional using site specific geologic and soil strata data. If such data are not reasonably ascertainable, it may be necessary to rely on other sources of information, including geologic age identification, rock stratigraphic unit and soil characteristics data collected on nearby properties and regional soil information. In general, contaminant plumes move more quickly through sandy-gravelly types of soils than silty-clayey types of soils. GEOLOGIC INFORMATION IN GENERAL AREA OF TARGET PROPERTY Geologic information can be used by the environmental professional in forming an opinion about the relative speed at which contaminant migration may be occurring. ROCK STRATIGRAPHIC UNIT GEOLOGIC AGE IDENTIFICATION Era: Cenozoic Category: Stratifed Sequence System: Quaternary Series: Holocene Code: Qh (decoded above as Era, System&Series) Geologic Age and Rock Stratigraphic Unit Source: P.G. Schruben, R.E.Arndt and W.J. Bawiec, Geology of the Conterminous U.S. at 1:2,500,000 Scale-a digital representation of the 1974 P.B. King and H.M. Beikman Map, USGS Digital Data Series DDS- 11 (1994). TC6492348.2s Page A-4 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 55UHUU SOIL MAP - 6492348.2s Target Property o mF rs r4V;l, SSURGO Soil Water SITE NAME: COCC- 18005A Alameda Bond 2018 CLIENT: HDR Engineering Inc. ADDRESS: 2920 S Alameda St CONTACT: Michael Bell Corpus Christi TX 78404 INQUIRY#: 6492348.2s LAT/LONG: 27.764278/97.394996 DATE: May 13,2021 1:52 pm Copyright,)2021 ESR,Inc.(c)2015 TornTom Rel. 2015. DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK° - PHYSICAL SETTING SOURCE SUMMARY DOMINANT SOIL COMPOSITION IN GENERAL AREA OF TARGET PROPERTY The U.S. Department of Agriculture's(USDA)Soil Conservation Service (SCS)leads the National Cooperative Soil Survey(NCSS)and is responsible for collecting, storing, maintaining and distributing soil survey information for privately owned lands in the United States.A soil map in a soil survey is a representation of soil patterns in a landscape. The following information is based on Soil Conservation Service SSURGO data. Soil Map ID: 1 Soil Component Name: Urban land Soil Surface Texture: variable Hydrologic Group: Class D-Very slow infiltration rates. Soils are clayey, have a high water table, or are shallow to an impervious layer. Soil Drainage Class: Hydric Status: Unknown Corrosion Potential-Uncoated Steel: Not Reported Depth to Bedrock Min: >0 inches Depth to Watertable Min: >0 inches Soil Layer Information Boundary Classification Saturated hydraulic Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil conductivity Soil Reaction micro m/sec (pH) 1 0 inches 40 inches variable Not reported Not reported Max: 141 Max: Min: Min:0.42 LOCAL/REGIONAL WATER AGENCY RECORDS EDR Local/Regional Water Agency records provide water well information to assist the environmental professional in assessing sources that may impact ground water flow direction, and in forming an opinion about the impact of contaminant migration on nearby drinking water wells. WELL SEARCH DISTANCE INFORMATION DATABASE SEARCH DISTANCE(miles) Federal USGS 1.000 Federal FRDS PWS Nearest PWS within 1 mile State Database 1.000 TC6492348.2s Page A-6 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK° - PHYSICAL SETTING SOURCE SUMMARY FEDERAL USGS WELL INFORMATION LOCATION MAP ID WELL ID FROM TP No Wells Found FEDERAL FRDS PUBLIC WATER SUPPLY SYSTEM INFORMATION LOCATION MAP ID WELL ID FROM TP No PWS System Found Note: PWS System location is not always the same as well location. STATE DATABASE WELL INFORMATION LOCATION MAP ID WELL ID FROM TP Al TXBR30000012725 1/8- 1/4 Mile NNW A2 TXBR30000012726 1/8- 1/4 Mile NNW B3 TXMON5000401775 1/4- 1/2 Mile West 134 TXMON5000401772 1/4- 1/2 Mile West B5 TXMON5000401778 1/4- 1/2 Mile West B6 TXMON5000414192 1/4- 1/2 Mile West 137 TXMON5000414191 1/4- 1/2 Mile West 138 TXMON5000414194 1/4- 1/2 Mile West B9 TXPLU5000157863 1/4- 1/2 Mile West B10 TXMON5000414195 1/4- 1/2 Mile West C11 TXBR30000012737 1/4- 1/2 Mile WSW C12 TXBR30000012736 1/4- 1/2 Mile WSW C13 TXBR30000012739 1/4- 1/2 Mile WSW C14 TXBR30000012738 1/4- 1/2 Mile WSW D15 TXPLU5000063675 1/4- 1/2 Mile WNW D16 TXPLU5000063676 1/4- 1/2 Mile WNW D17 TXPLU5000063674 1/4- 1/2 Mile WNW D18 TXPLU5000063672 1/4- 1/2 Mile WNW D19 TXPLU5000063673 1/4- 1/2 Mile WNW D20 TXPLU5000063680 1/4- 1/2 Mile WNW D21 TXPLU5000066400 1/4- 1/2 Mile WNW D22 TXPLU5000063679 1/4- 1/2 Mile WNW D23 TXPLU5000063677 1/4- 1/2 Mile WNW D24 TXPLU5000063678 1/4- 1/2 Mile WNW B25 TXMON5000401768 1/4- 1/2 Mile West C26 TXBR30000012727 1/4- 1/2 Mile WSW C27 TXBR30000012732 1/4- 1/2 Mile WSW C28 TXBR30000012733 1/4- 1/2 Mile WSW E29 TXPLU5000063203 1/2- 1 Mile WSW E30 TXPLU5000063204 1/2- 1 Mile WSW E31 TXPLU5000063197 1/2- 1 Mile WSW E32 TXPLU5000063202 1/2- 1 Mile WSW E33 TXPLU5000063205 1/2- 1 Mile WSW E34 TXPLU5000063208 1/2- 1 Mile WSW E35 TXPLU5000063209 1/2- 1 Mile WSW E36 TXPLU5000063206 1/2- 1 Mile WSW TC6492348.2s Page A-7 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK° - PHYSICAL SETTING SOURCE SUMMARY STATE DATABASE WELL INFORMATION LOCATION MAP ID WELL ID FROM TP E37 TXPLU5000063207 1/2- 1 Mile WSW F38 TXMON5000102231 1/2- 1 Mile West F39 TXMON5000102232 1/2- 1 Mile West F40 TXDOL2000117955 1/2- 1 Mile West F41 TXDOL2000117956 1/2- 1 Mile West 42 TXBR30000012645 1/2- 1 Mile NNE G43 TXMON5000136120 1/2- 1 Mile NNW G44 TXMON5000136119 1/2- 1 Mile NNW G45 TXMON5000136121 1/2- 1 Mile NNW G46 TXMON5000136123 1/2- 1 Mile NNW G47 TXMON5000136122 1/2- 1 Mile NNW G48 TXDOL2000117573 1/2- 1 Mile NNW G49 TXDOL2000117572 1/2- 1 Mile NNW G50 TXDOL2000117574 1/2- 1 Mile NNW G51 TXDOL2000117576 1/2- 1 Mile NNW G52 TXDOL2000117575 1/2- 1 Mile NNW H53 TXBR30000012745 1/2- 1 Mile ESE H54 TXBR30000009605 1/2- 1 Mile ESE 155 TXBR30000012734 1/2- 1 Mile NW 156 TXBR30000012735 1/2- 1 Mile NW 157 TXPLU5000093593 1/2- 1 Mile NW 158 TXPLU5000093592 1/2- 1 Mile NW 159 TXPLU5000093494 1/2- 1 Mile NW 160 TXPLU5000093594 1/2- 1 Mile NW 161 TXPLU5000093598 1/2- 1 Mile NW 162 TXPLU5000093597 1/2- 1 Mile NW 163 TXPLU5000093596 1/2- 1 Mile NW J64 TXMON5000379307 1/2- 1 Mile SSE J65 TXPLU5000146760 1/2- 1 Mile SSE J66 TXPLU5000032150 1/2- 1 Mile SSE J67 TXPLU5000032149 1/2- 1 Mile SSE J68 TXMON5000384351 1/2- 1 Mile SSE J69 TXPLU5000032164 1/2- 1 Mile SSE J70 TXPLU5000032158 1/2- 1 Mile SSE J71 TXPLU5000032157 1/2- 1 Mile SSE K72 TXMON5000275324 1/2- 1 Mile WNW K73 TXMON5000275327 1/2- 1 Mile WNW K74 TXMON5000406391 1/2- 1 Mile WNW K75 TXMON5000275320 1/2- 1 Mile WNW K76 TXMON5000398040 1/2- 1 Mile WNW L77 TXMON5000136124 1/2- 1 Mile NNW L78 TXDOL2000117571 1/2- 1 Mile NNW M79 TXPLU5000009645 1/2- 1 Mile North M80 TXPLU5000009646 1/2- 1 Mile North M81 TXPLU5000009647 1/2- 1 Mile North M82 TXMON5000261279 1/2- 1 Mile North M83 TXMON5000261280 1/2- 1 Mile North M84 TXPLU5000009644 1/2- 1 Mile North M85 TXPLU5000009648 1/2- 1 Mile North M86 TXPLU5000028859 1/2- 1 Mile North M87 TXPLU5000028860 1/2- 1 Mile North M88 TXPLU5000028864 1/2- 1 Mile North TC6492348.2s Page A-8 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK° - PHYSICAL SETTING SOURCE SUMMARY STATE DATABASE WELL INFORMATION LOCATION MAP ID WELL ID FROM TP M89 TXPLU5000009649 1/2- 1 Mile North M90 TXPLU5000028857 1/2- 1 Mile North M91 TXPLU5000028858 1/2- 1 Mile North N92 TXMON5000139668 1/2- 1 Mile NW N93 TXMON5000139667 1/2- 1 Mile NW N94 TXMON5000139672 1/2- 1 Mile NW N95 TXMON5000139670 1/2- 1 Mile NW N96 TXDOL2000117538 1/2- 1 Mile NW N97 TXDOL2000117537 1/2- 1 Mile NW N98 TXDOL2000117540 1/2- 1 Mile NW N99 TXDOL2000117539 1/2- 1 Mile NW M100 TXMON5000125267 1/2- 1 Mile North M101 TXMON5000125266 1/2- 1 Mile North M102 TXMON5000125268 1/2- 1 Mile North M103 TXMON5000125270 1/2- 1 Mile North M104 TXMON5000125269 1/2- 1 Mile North M105 TXDOL2000117716 1/2- 1 Mile North M106 TXDOL2000117715 1/2- 1 Mile North M107 TXDOL2000117719 1/2- 1 Mile North M108 TXDOL2000117718 1/2- 1 Mile North M109 TXDOL2000117717 1/2- 1 Mile North M110 TXPLU5000018869 1/2- 1 Mile North M111 TXPLU5000018868 1/2- 1 Mile North M112 TXPLU5000018871 1/2- 1 Mile North M113 TXPLU5000018870 1/2- 1 Mile North 0114 TXMON5000420800 1/2- 1 Mile NNW 0115 TXPLU5000158012 1/2- 1 Mile NNW M116 TXMON5000180709 1/2- 1 Mile North M117 TXDOL2000116997 1/2- 1 Mile North 0118 TXMON5000420816 1/2- 1 Mile NNW 0119 TXMON5000420806 1/2- 1 Mile NNW 0120 TXPLU5000158013 1/2- 1 Mile NNW 0121 TXMON5000420818 1/2- 1 Mile NNW 0122 TXMON5000420813 1/2- 1 Mile NNW 123 TXBR30000012773 1/2- 1 Mile NW 0124 TXMON5000420807 1/2- 1 Mile NNW 0125 TXPLU5000158014 1/2- 1 Mile NNW 0126 TXMON5000420808 1/2- 1 Mile NNW 0127 TXPLU5000158015 1/2- 1 Mile NNW 0128 TXMON5000420810 1/2- 1 Mile NNW 0129 TXPLU5000165014 1/2- 1 Mile NNW P130 TXMON5000389528 1/2- 1 Mile North P131 TXPLU5000148362 1/2- 1 Mile North Q132 TXBR30000012753 1/2- 1 Mile West Q133 TXBR30000012754 1/2- 1 Mile West P134 TXMON5000295613 1/2- 1 Mile North P135 TXMON5000295612 1/2- 1 Mile North P136 TXMON5000295611 1/2- 1 Mile North P137 TXMON5000295616 1/2- 1 Mile North P138 TXMON5000295615 1/2- 1 Mile North P139 TXMON5000295614 1/2- 1 Mile North P140 TXMON5000389530 1/2- 1 Mile North TC6492348.2s Page A-9 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK° - PHYSICAL SETTING SOURCE SUMMARY STATE DATABASE WELL INFORMATION LOCATION MAP ID WELL ID FROM TP P141 TXMON5000389525 1/2- 1 Mile North P142 TXPLU5000148363 1/2- 1 Mile North P143 TXPLU5000148361 1/2- 1 Mile North TC6492348.2s Page A-10 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC PHY51GAL SETTING 5OURCE MAP - 6492348.2s Mo ga AV Eli abe h t �9`E�.�� F�.. � WO �.;., Bo ty 6 -23 L P 1, N K \ �e B �uuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuu 0 It C� � J County Boundary 0 1/4 1/2 1 Miles Major Roads Contour Lines Groundwater Flow Direction Airports c I Indeterminate Groundwater Flow at Location Earthquake epicenter,Richter 5 or greater c v Groundwater Flow Varies at Location Q Water Wells H D Closest Hydrogeological Data Q Public Water Supply Wells Oil or gas wells Cluster of Multiple Icons SITE NAME: COCC- 18005A Alameda Bond 2018 CLIENT: HDR Engineering Inc. ADDRESS: 2920 S Alameda St CONTACT: Michael Bell Corpus Christi TX 78404 INQUIRY#: 6492348.2s LAT/LONG: 27.764278/97.394996 DATE: May 13,2021 1:52 pm Copyright,)2021 ESR,Inc.(c)2015 TornTom Rel. 2015. DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number Al NNW TX WELLS TXBR30000012725 1/8-1/4 Mile Higher Database: Brackish Resources Aquifer Characterization System Database Well ID: 13938 Data Source: DBSA Water Wells CCASRCD Total Hole Depth(ft): -99999 Total Well Depth: 272 Well Bottom Elevation: -239 Drill Date: 1997 328 Kelly Bushing Height: 0 Well Type: Withdrawal of Water Locating Agency: DBSA Elevation: 33 Elevation Method: D Elevation Agency: TWDB Elevation Date: 20122 1 A2 NNW TX WELLS TXBR30000012726 1/8-1/4 Mile Higher Database: Brackish Resources Aquifer Characterization System Database Well ID: 13939 Data Source: DBSA Water Wells CCASRCD Total Hole Depth(ft): -99999 Total Well Depth: 282 Well Bottom Elevation: -249 Drill Date: 1997 416 Kelly Bushing Height: 0 Well Type: Withdrawal of Water Locating Agency: DBSA Elevation: 33 Elevation Method: D Elevation Agency: TWDB Elevation Date: 20122 1 B3 West TX WELLS TXMON5000401775 1/4-1/2 Mile Higher Database: Submitted Drillers Reports Database(Monitoring) Well Rpt#: 407868 Well Type: New Well Proposed Use: Environmental Soil Boring Borehole Depth(ft): 20 Injurious Water Quality: no Plugging Rpt#: Not Reported Submitted Date: 2015-10-29 Owner Name: MUY Properties-MN,Ltd Well#: SB-3 #Wells Drilled: 1 Elevation: Not Reported Type of Work: New Well Work Type Desc: Not Reported Original Well Rpt Track#: Not Reported Proposed Use: Environmental Soil Boring Proposed Use Desc: Not Reported TCEQ Approved Plans: Not Reported PWS#: Not Reported Drill Start Date: 2015-10-08 Drill End Date: 2015-10-08 Seal Method: Poured Seal Method Desc: Not Reported Dist to Septic/Other Contam: Not Reported Distance to Septic Tank: Not Reported Dist to Property Line: Not Reported Distance Verify Meth: Not Reported Approved by Variance: Not Reported Sealed by Driller: Yes Sealed by Name: Not Reported Surface Completion: Not Reported Surf Complete Desc: Not Reported Completed by Driller: Not Reported Pump Type: Not Reported Pump Type Desc: Not Reported Pump Depth: Not Reported Chemical Analysis: No Injurious Water: No Company Name: EnviroCore,Inc. Driller Name: Craig Schena Comments: Not Reported TC6492348.2s Page A-12 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Plugged within 48 hrs: No Plugging Rpt Tracking#: Not Reported Driller License#: 4694 Apprentice Reg#: Not Reported Details Reports For: Well Bore Hole Diameter: 2 Top Depth: 0 Bottom Depth: 20 Details Reports For: Well Drilling Method Drill Method: Direct Push Details Reports For: Well Completion Borehole Completion: Plugged Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 0 Bottom Depth: 2 Lithology: 0-2', No Recovery Due to Water Infiltration and soft soils Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 2 Bottom Depth: 14 Lithology: clay;dark gray to gray Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 14 Bottom Depth: 18 Lithology: clayey sand;tan Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 18 Bottom Depth: 20 Lithology: sand;tan 134 West TX WELLS TXMON5000401772 1/4-1/2 Mile Higher Database: Submitted Drillers Reports Database(Monitoring) Well Rpt#: 407863 Well Type: New Well Proposed Use: Environmental Soil Boring Borehole Depth(ft): 24 Injurious Water Quality: no Plugging Rpt#: Not Reported Submitted Date: 2015-10-29 Owner Name: MUY Properties-MN,Ltd Well#: SB-2 #Wells Drilled: 1 Elevation: Not Reported Type of Work: New Well Work Type Desc: Not Reported Original Well Rpt Track#: Not Reported Proposed Use: Environmental Soil Boring Proposed Use Desc: Not Reported TCEQ Approved Plans: Not Reported PWS#: Not Reported Drill Start Date: 2015-10-08 Drill End Date: 2015-10-08 Seal Method: Poured Seal Method Desc: Not Reported Dist to Septic/Other Contam: Not Reported Distance to Septic Tank: Not Reported Dist to Property Line: Not Reported Distance Verify Meth: Not Reported Approved by Variance: Not Reported Sealed by Driller: Yes Sealed by Name: Not Reported Surface Completion: Not Reported Surf Complete Desc: Not Reported Completed by Driller: Not Reported Pump Type: Not Reported Pump Type Desc: Not Reported Pump Depth: Not Reported Chemical Analysis: No Injurious Water: No Company Name: EnviroCore,Inc. TC6492348.2s Page A-13 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Driller Name: Craig Schena Comments: Not Reported Plugged within 48 hrs: No Plugging Rpt Tracking#: Not Reported Driller License#: 4694 Apprentice Reg#: Not Reported Details Reports For: Well Bore Hole Diameter: 2 Top Depth: 0 Bottom Depth: 24 Details Reports For: Well Drilling Method Drill Method: Direct Push Details Reports For: Well Completion Borehole Completion: Plugged Details Reports For: Well Seal Range Top Depth: 0 Bottom Depth: 24 Annular Seal: Bentonite Amount: 1 Unit: Bags/Sacks 135 West TX WELLS TXMON5000401778 1/4-1/2 Mile Higher Database: Submitted Drillers Reports Database(Monitoring) Well Rpt#: 407869 Well Type: New Well Proposed Use: Environmental Soil Boring Borehole Depth(ft): 12 Injurious Water Quality: no Plugging Rpt#: Not Reported Submitted Date: 2015-10-29 Owner Name: MUY Properties-MN,Ltd. Well#: SB-4 #Wells Drilled: 1 Elevation: Not Reported Type of Work: New Well Work Type Desc: Not Reported Original Well Rpt Track#: Not Reported Proposed Use: Environmental Soil Boring Proposed Use Desc: Not Reported TCEQ Approved Plans: Not Reported PWS#: Not Reported Drill Start Date: 2015-10-09 Drill End Date: 2015-10-09 Seal Method: Poured Seal Method Desc: Not Reported Dist to Septic/Other Contam: Not Reported Distance to Septic Tank: Not Reported Dist to Property Line: Not Reported Distance Verify Meth: Not Reported Approved by Variance: Not Reported Sealed by Driller: Yes Sealed by Name: Not Reported Surface Completion: Not Reported Surf Complete Desc: Not Reported Completed by Driller: Not Reported Pump Type: Not Reported Pump Type Desc: Not Reported Pump Depth: Not Reported Chemical Analysis: No Injurious Water: No Company Name: EnviroCore,Inc. Driller Name: Craig Schena Comments: Not Reported Plugged within 48 hrs: No Plugging Rpt Tracking#: Not Reported Driller License#: 4694 Apprentice Reg#: Not Reported Details Reports For: Well Bore Hole Diameter: 2 Top Depth: 0 Bottom Depth: 12 Details Reports For: Well Drilling Method Drill Method: Direct Push Details Reports For: Well Completion Borehole Completion: Plugged TC6492348.2s Page A-14 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Details Reports For: Well Seal Range Top Depth: 0 Bottom Depth: 12 Annular Seal: Bentonite Amount: 1 Unit: Bags/Sacks Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 0 Bottom Depth: 2 Lithology: asphalt,base material Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 2 Bottom Depth: 12 Lithology: sand;gray 136 West TX WELLS TXMON5000414192 1/4-1/2 Mile Higher Database: Submitted Drillers Reports Database(Monitoring) Well Rpt#: 421353 Well Type: New Well Proposed Use: Environmental Soil Boring Borehole Depth(ft): 25 Injurious Water Quality: no Plugging Rpt#: Not Reported Submitted Date: 2016-04-29 Owner Name: Muy Companies Well#: STC-2 #Wells Drilled: 1 Elevation: 33 Type of Work: New Well Work Type Desc: Not Reported Original Well Rpt Track#: Not Reported Proposed Use: Environmental Soil Boring Proposed Use Desc: Not Reported TCEQ Approved Plans: Not Reported PWS#: Not Reported Drill Start Date: 2016-04-21 Drill End Date: 2016-04-21 Seal Method: Hand Mixed Seal Method Desc: Not Reported Dist to Septic/Other Contam: Not Reported Distance to Septic Tank: Not Reported Dist to Property Line: Not Reported Distance Verify Meth: Not Reported Approved by Variance: Not Reported Sealed by Driller: Yes Sealed by Name: Not Reported Surface Completion: Alternative Procedure Used Surf Complete Desc: Not Reported Completed by Driller: Yes Pump Type: Not Reported Pump Type Desc: Not Reported Pump Depth: Not Reported Chemical Analysis: No Injurious Water: No Company Name: Vortex Drilling Inc Driller Name: Robert Joiner Comments: Not Reported Plugged within 48 hrs: No Plugging Rpt Tracking#: Not Reported Driller License#: 54776 Apprentice Reg#: Not Reported Details Reports For: Well Bore Hole Diameter: 3 Top Depth: 0 Bottom Depth: 25 Details Reports For: Well Drilling Method Drill Method: Direct Push Details Reports For: Well Completion Borehole Completion: Plugged Details Reports For: Well Levels Measurement: 14 Measurement Date: 2016-04-21 Artesian Flow: Not Reported Measurement Method: Not Reported TC6492348.2s Page A-15 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Details Reports For: Well Plugback Top Depth: 2 Bottom Depth: 18 Migrated Sort#: Not Reported Plugback: Bentonite Details Reports For: Well Plugback Top Depth: 0 Bottom Depth: 2 Migrated Sort#: Not Reported Plugback: Cement Details Reports For: Well Plugback Top Depth: 18 Bottom Depth: 25 Migrated Sort#: Not Reported Plugback: Other-Spoil Sloughing Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 0 Bottom Depth: .5 Lithology: Asphalt&Concrete Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: .5 Bottom Depth: 13 Lithology: Silty to Sandy Clay-Dark Gray,Mineral Crystallization beginning @ 9' Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 13 Bottom Depth: 15 Lithology: Tan&Gray @ 13',Clayey Sand Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 15 Bottom Depth: 18 Lithology: Light tan Sandy Clay with calcareous pocket, Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 18 Bottom Depth: 25 Lithology: Tan Sand @ 18',Saturated 137 West TX WELLS TXMON5000414191 1/4-1/2 Mile Higher Database: Submitted Drillers Reports Database(Monitoring) Well Rpt#: 421352 Well Type: New Well Proposed Use: Environmental Soil Boring Borehole Depth(ft): 25 Injurious Water Quality: no Plugging Rpt#: Not Reported Submitted Date: 2016-04-29 Owner Name: Muy Companies Well#: STC-1 #Wells Drilled: 1 Elevation: 33 Type of Work: New Well Work Type Desc: Not Reported Original Well Rpt Track#: Not Reported Proposed Use: Environmental Soil Boring Proposed Use Desc: Not Reported TCEQ Approved Plans: Not Reported PWS#: Not Reported Drill Start Date: 2016-04-21 Drill End Date: 2016-04-21 Seal Method: Hand Mixed Seal Method Desc: Not Reported Dist to Septic/Other Contam: Not Reported Distance to Septic Tank: Not Reported Dist to Property Line: Not Reported Distance Verify Meth: Not Reported TC6492348.2s Page A-16 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Approved by Variance: Not Reported Sealed by Driller: Yes Sealed by Name: Not Reported Surface Completion: Alternative Procedure Used Surf Complete Desc: Not Reported Completed by Driller: Yes Pump Type: Not Reported Pump Type Desc: Not Reported Pump Depth: Not Reported Chemical Analysis: No Injurious Water: No Company Name: Vortex Drilling Inc Driller Name: Robert Joiner Comments: Not Reported Plugged within 48 hrs: No Plugging Rpt Tracking#: Not Reported Driller License#: 54776 Apprentice Reg#: Not Reported Details Reports For: Well Bore Hole Diameter: 3 Top Depth: 0 Bottom Depth: 25 Details Reports For: Well Drilling Method Drill Method: Direct Push Details Reports For: Well Completion Borehole Completion: Plugged Details Reports For: Well Levels Measurement: 17 Measurement Date: 2016-04-21 Artesian Flow: Not Reported Measurement Method: Not Reported Details Reports For: Well Plugback Top Depth: 21 Bottom Depth: 25 Migrated Sort#: Not Reported Plugback: Other-Spoil Sloughing Details Reports For: Well Plugback Top Depth: 0 Bottom Depth: 2 Migrated Sort#: Not Reported Plugback: Cement Details Reports For: Well Plugback Top Depth: 2 Bottom Depth: 21 Migrated Sort#: Not Reported Plugback: Bentonite Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 0 Bottom Depth: .5 Lithology: Asphalt&Concrete Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: .5 Bottom Depth: 5 Lithology: Clay-dark gray,sandy to silty Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 5 Bottom Depth: 13 Lithology: Light gray @ 5',-Sandy lenses beginning @ 9'mineral crystallization Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 13 Bottom Depth: 15 Lithology: Tan&Gray Sandy Clay @ 13' Details Reports For: Well Lithology Migrated Sort#: 0 TC6492348.2s Page A-17 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Top Depth: 15 Bottom Depth: 19 Lithology: Clayey Sand @ 15',Tan&Gray,wet at 15' Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 19 Bottom Depth: 20 Lithology: Tan-Sand with Calcareous pocket&Shell fragments Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 20 Bottom Depth: 25 Lithology: Saturated Sand,Tan B8 West TX WELLS TXMON5000414194 1/4-1/2 Mile Higher Database: Submitted Drillers Reports Database(Monitoring) Well Rpt#: 421354 Well Type: New Well Proposed Use: Environmental Soil Boring Borehole Depth(ft): 20 Injurious Water Quality: no Plugging Rpt#: Not Reported Submitted Date: 2016-04-29 Owner Name: Muy Companies Well#: STC-4 #Wells Drilled: 1 Elevation: 33 Type of Work: New Well Work Type Desc: Not Reported Original Well Rpt Track#: Not Reported Proposed Use: Environmental Soil Boring Proposed Use Desc: Not Reported TCEQ Approved Plans: Not Reported PWS#: Not Reported Drill Start Date: 2016-04-21 Drill End Date: 2016-04-21 Seal Method: Hand Mixed Seal Method Desc: Not Reported Dist to Septic/Other Contam: Not Reported Distance to Septic Tank: Not Reported Dist to Property Line: Not Reported Distance Verify Meth: Not Reported Approved by Variance: Not Reported Sealed by Driller: Yes Sealed by Name: Not Reported Surface Completion: Alternative Procedure Used Surf Complete Desc: Not Reported Completed by Driller: Yes Pump Type: Not Reported Pump Type Desc: Not Reported Pump Depth: Not Reported Chemical Analysis: No Injurious Water: No Company Name: Vortex Drilling Inc Driller Name: Robert Joiner Comments: Not Reported Plugged within 48 hrs: No Plugging Rpt Tracking#: Not Reported Driller License#: 54776 Apprentice Reg#: Not Reported Details Reports For: Well Bore Hole Diameter: 3 Top Depth: 0 Bottom Depth: 20 Details Reports For: Well Drilling Method Drill Method: Direct Push Details Reports For: Well Completion Borehole Completion: Plugged Details Reports For: Well Plugback Top Depth: 0 Bottom Depth: 2 Migrated Sort#: Not Reported Plugback: Cement TC6492348.2s Page A-18 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Details Reports For: Well Plugback Top Depth: 2 Bottom Depth: 20 Migrated Sort#: Not Reported Plugback: Bentonite Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 0 Bottom Depth: .5 Lithology: Asphalt&Concrete Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: .5 Bottom Depth: 10 Lithology: Silty Clay,dark gray Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 10 Bottom Depth: 14 Lithology: Gray&Tan Clay,dry,with calcareous pockets Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 14 Bottom Depth: 15 Lithology: Tan @ 14' Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 15 Bottom Depth: 20 Lithology: Clayey Sand,dark gray @ 15' 139 West TX WELLS TXPLU5000157863 1/4-1/2 Mile Higher Database: Submitted Drillers Reports Database(Plugged) Plugging Rpt#: 161315 Well Type: Monitor Borehole Depth(ft): 20 Well Report#: 421356 Details Reports For: Plug Data Submitted Date: 2016-08-16 Owner Name: Muy Companies Well#: STC-3 #Wells Plugged: 1 Elevation: 33 Original Company Name: Vortex Drilling Inc Original Driller: Robert Joiner Original License#: 54776 Original Well Use: Monitor Original Drill Date: 2016-04-21 Plug Method: Pour in 3/8 bentonite chips when standing water in well is less than 100 feet depth,cement top 2 feet Plug Date: 2016-08-11 Variance#: Not Reported Company Name: Vortex Drilling Inc Plugger Name: Robert Joiner Driller License: 54776 Apprentice Reg#: Not Reported Comments: Not Reported Comments: Not Reported Details Reports For: Plug Bore Hole Diameter: 3 Top Depth: 0 Bottom Depth: 20 Details Reports For: Plug Casing Top Depth: 5 Bottom Depth: 20 Diameter: 1 TC6492348.2s Page A-19 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Details Reports For: Plug Range Top Depth: 0 Bottom Depth: 5 Plug Seal: Concrete Amount: 0.02 Unit: Bags/Sacks Details Reports For: Plug Range Top Depth: 5 Bottom Depth: 20 Plug Seal: Bentonite Amount: 0.11 Unit: Bags/Sacks B10 West TX WELLS TXMON5000414195 1/4-1/2 Mile Higher Database: Submitted Drillers Reports Database(Monitoring) Well Rpt#: 421356 Well Type: New Well Proposed Use: Monitor Borehole Depth(ft): 20 Injurious Water Quality: no Plugging Rpt#: 161315 Submitted Date: 2016-04-29 Owner Name: Muy Companies Well#: STC-3 #Wells Drilled: 1 Elevation: 33 Type of Work: New Well Work Type Desc: Not Reported Original Well Rpt Track#: Not Reported Proposed Use: Monitor Proposed Use Desc: Not Reported TCEQ Approved Plans: Not Reported PWS#: Not Reported Drill Start Date: 2016-04-21 Drill End Date: 2016-04-21 Seal Method: Hand Mixed Seal Method Desc: Not Reported Dist to Septic/Other Contam: Not Reported Distance to Septic Tank: Not Reported Dist to Property Line: Not Reported Distance Verify Meth: Not Reported Approved by Variance: Not Reported Sealed by Driller: Yes Sealed by Name: Not Reported Surface Completion: Alternative Procedure Used Surf Complete Desc: Not Reported Completed by Driller: Yes Pump Type: Not Reported Pump Type Desc: Not Reported Pump Depth: Not Reported Chemical Analysis: No Injurious Water: No Company Name: Vortex Drilling Inc Driller Name: Robert Joiner Comments: Not Reported Plugged within 48 hrs: No Plugging Rpt Tracking#: 161315 Driller License#: 54776 Apprentice Reg#: Not Reported Details Reports For: Well Bore Hole Diameter: 3 Top Depth: 0 Bottom Depth: 20 Details Reports For: Well Drilling Method Drill Method: Direct Push Details Reports For: Well Completion Borehole Completion: Filter Packed Details Reports For: Well Filter Filter Material: Sand Top Depth: 3 Bottom Depth: 20 Size: 12/20 Details Reports For: Well Seal Range Top Depth: 2 Bottom Depth: 3 Annular Seal: Bentonite Amount: 5.9999999999999998E-2 Unit: Bags/Sacks TC6492348.2s Page A-20 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Details Reports For: Well Seal Range Top Depth: 0 Bottom Depth: 2 Annular Seal: Concrete Amount: 0.14999999999999999 Unit: Bags/Sacks Details Reports For: Well Levels Measurement: 2 Measurement Date: 2016-04-21 Artesian Flow: Not Reported Measurement Method: Not Reported Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 0 Bottom Depth: .5 Lithology: Asphalt&Concrete Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: .5 Bottom Depth: 3 Lithology: Fill,Clay,gravel,oyster shells,dark brown Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 3 Bottom Depth: 8 Lithology: Dark gray clay Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 8 Bottom Depth: 18 Lithology: Light gray silty clay with calcareous pocket Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 18 Bottom Depth: 20 Lithology: Clayey Sand,gray,wet @ 18' Details Reports For: Well Casing Migrated Sort#: 0 Top Depth: Not Reported Bottom Depth: Not Reported Migrated Casing Info: Not Reported Diameter: 1 Casing Status: New Casing Material: Plastic(PVC) Casing Type: Other-Bottom Cap Schedule: 40 Gauge: Not Reported Details Reports For: Well Casing Migrated Sort#: 0 Top Depth: Not Reported Bottom Depth: Not Reported Migrated Casing Info: Not Reported Diameter: 1 Casing Status: New Casing Material: Plastic(PVC) Casing Type: Other-Top Cap Schedule: 40 Gauge: Not Reported Details Reports For: Well Casing Migrated Sort#: 0 Top Depth: 0 Bottom Depth: 5 Migrated Casing Info: Not Reported Diameter: 1 Casing Status: New Casing Material: Plastic(PVC) Casing Type: Riser Schedule: 40 Gauge: Not Reported Details Reports For: Well Casing Migrated Sort#: 0 Top Depth: 5 Bottom Depth: 20 Migrated Casing Info: Not Reported Diameter: 1 TC6492348.2s Page A-21 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Casing Status: New Casing Material: Plastic(PVC) Casing Type: Screen Schedule: 40 Gauge: 0.01 C11 WSW TX WELLS TXBR30000012737 1/4-1/2 Mile Higher Database: Brackish Resources Aquifer Characterization System Database Well ID: 13950 Data Source: DBSA Water Wells CCASRCD Total Hole Depth(ft): -99999 Total Well Depth: 30 Well Bottom Elevation: 3 Drill Date: 2004 227 Kelly Bushing Height: 0 Well Type: Other Locating Agency: DBSA Elevation: 33 Elevation Method: D Elevation Agency: TWDB Elevation Date: 20122 1 C12 WSW TX WELLS TXBR30000012736 1/4-1/2 Mile Higher Database: Brackish Resources Aquifer Characterization System Database Well ID: 13949 Data Source: DBSA Water Wells CCASRCD Total Hole Depth(ft): -99999 Total Well Depth: 30 Well Bottom Elevation: 3 Drill Date: 2004 227 Kelly Bushing Height: 0 Well Type: Other Locating Agency: DBSA Elevation: 33 Elevation Method: D Elevation Agency: TWDB Elevation Date: 20122 1 C13 WSW TX WELLS TXBR30000012739 1/4-1/2 Mile Higher Database: Brackish Resources Aquifer Characterization System Database Well ID: 13952 Data Source: DBSA Water Wells CCASRCD Total Hole Depth(ft): -99999 Total Well Depth: 30 Well Bottom Elevation: 3 Drill Date: 2004 227 Kelly Bushing Height: 0 Well Type: Other Locating Agency: DBSA Elevation: 33 Elevation Method: D Elevation Agency: TWDB Elevation Date: 20122 1 C14 WSW TX WELLS TXBR30000012738 1/4-1/2 Mile Higher Database: Brackish Resources Aquifer Characterization System Database Well ID: 13951 Data Source: DBSA Water Wells CCASRCD Total Hole Depth(ft): -99999 Total Well Depth: 30 TC6492348.2s Page A-22 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Well Bottom Elevation: 3 Drill Date: 2004 227 Kelly Bushing Height: 0 Well Type: Other Locating Agency: DBSA Elevation: 33 Elevation Method: D Elevation Agency: TWDB Elevation Date: 20122 1 D15 WNW TX WELLS TXPLU5000063675 1/4-1/2 Mile Higher Database: Submitted Drillers Reports Database(Plugged) Plugging Rpt#: 50692 Well Type: Monitor Borehole Depth(ft): 24 Well Report#: Not Reported Details Reports For: Plug Data Submitted Date: 2008-10-27 Owner Name: Pronto#130 Well#: MW-4A #Wells Plugged: Not Reported Elevation: Not Reported Original Company Name: Not Reported Original Driller: Not Reported Original License#: Not Reported Original Well Use: Monitor Original Drill Date: Not Reported Plug Method: Pour in 3/8 bentonite chips when standing water in well is less than 100 feet depth,cement top 2 feet Plug Date: 2008-10-10 Variance#: Not Reported Company Name: Vortex Drilling,Inc. Plugger Name: Gary B. Leifeste Driller License: 55002 Apprentice Reg#: Not Reported Comments: No Data Comments: Not Reported Details Reports For: Plug Bore Hole Diameter: 2 Top Depth: Not Reported Bottom Depth: 24 Details Reports For: Plug Casing Top Depth: 0 Bottom Depth: 0 Diameter: 2 Details Reports For: Plug Range Top Depth: 2 Bottom Depth: 24 Plug Seal: 2.25 Bentonite Amount: Not Reported Unit: Not Reported Details Reports For: Plug Range Top Depth: 0 Bottom Depth: 2 Plug Seal: 1 Cement Amount: Not Reported Unit: Not Reported D16 WNW TX WELLS TXPLU5000063676 1/4-1/2 Mile Higher Database: Submitted Drillers Reports Database(Plugged) Plugging Rpt#: 50693 Well Type: Monitor Borehole Depth(ft): 24 Well Report#: Not Reported Details Reports For: Plug Data Submitted Date: 2008-10-27 TC6492348.2s Page A-23 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Owner Name: Pronto#130 Well#: MW-6 #Wells Plugged: Not Reported Elevation: Not Reported Original Company Name: Not Reported Original Driller: Not Reported Original License#: Not Reported Original Well Use: Monitor Original Drill Date: Not Reported Plug Method: Pour in 3/8 bentonite chips when standing water in well is less than 100 feet depth,cement top 2 feet Plug Date: 2008-10-10 Variance#: Not Reported Company Name: Vortex Drilling,Inc. Plugger Name: Gary B. Leifeste Driller License: 55002 Apprentice Reg#: Not Reported Comments: No Data Comments: Not Reported Details Reports For: Plug Bore Hole Diameter: 2 Top Depth: Not Reported Bottom Depth: 24 Details Reports For: Plug Casing Top Depth: 5 Bottom Depth: 24 Diameter: 2 Details Reports For: Plug Range Top Depth: 0 Bottom Depth: 2 Plug Seal: 1 Cement Amount: Not Reported Unit: Not Reported Details Reports For: Plug Range Top Depth: 2 Bottom Depth: 24 Plug Seal: 2.25 Bentonite Amount: Not Reported Unit: Not Reported D17 WNW TX WELLS TXPLU5000063674 1/4-1/2 Mile Higher Database: Submitted Drillers Reports Database(Plugged) Plugging Rpt#: 50691 Well Type: Monitor Borehole Depth(ft): 24 Well Report#: Not Reported Details Reports For: Plug Data Submitted Date: 2008-10-27 Owner Name: Pronto#130 Well#: MW-3A #Wells Plugged: Not Reported Elevation: Not Reported Original Company Name: Not Reported Original Driller: Not Reported Original License#: Not Reported Original Well Use: Monitor Original Drill Date: Not Reported Plug Method: Pour in 3/8 bentonite chips when standing water in well is less than 100 feet depth,cement top 2 feet Plug Date: 2008-10-10 Variance#: Not Reported Company Name: Vortex Drilling,Inc. Plugger Name: Gary B. Leifeste Driller License: 55002 Apprentice Reg#: Not Reported Comments: No Data Comments: Not Reported Details Reports For: Plug Bore Hole Diameter: 2 Top Depth: Not Reported Bottom Depth: 24 Details Reports For: Plug Casing Top Depth: 0 Bottom Depth: 0 Diameter: 2 TC6492348.2s Page A-24 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Details Reports For: Plug Range Top Depth: 0 Bottom Depth: 2 Plug Seal: 1 Cement Amount: Not Reported Unit: Not Reported Details Reports For: Plug Range Top Depth: 2 Bottom Depth: 24 Plug Seal: 2.25 Bentonite Amount: Not Reported Unit: Not Reported D18 WNW TX WELLS TXPLU5000063672 1/4-1/2 Mile Higher Database: Submitted Drillers Reports Database(Plugged) Plugging Rpt#: 50689 Well Type: Monitor Borehole Depth(ft): 22 Well Report#: Not Reported Details Reports For: Plug Data Submitted Date: 2008-10-27 Owner Name: Pronto#130 Well#: MW-2 #Wells Plugged: Not Reported Elevation: Not Reported Original Company Name: Not Reported Original Driller: Not Reported Original License#: Not Reported Original Well Use: Monitor Original Drill Date: Not Reported Plug Method: Pour in 3/8 bentonite chips when standing water in well is less than 100 feet depth,cement top 2 feet Plug Date: 2008-10-10 Variance#: Not Reported Company Name: Vortex Drilling,Inc. Plugger Name: Gary B. Leifeste Driller License: 55002 Apprentice Reg#: Not Reported Comments: N/A Comments: Not Reported Details Reports For: Plug Bore Hole Diameter: 2 Top Depth: Not Reported Bottom Depth: 22 Details Reports For: Plug Casing Top Depth: 0 Bottom Depth: 0 Diameter: 2 Details Reports For: Plug Range Top Depth: 0 Bottom Depth: 2 Plug Seal: 1 Cement Amount: Not Reported Unit: Not Reported Details Reports For: Plug Range Top Depth: 2 Bottom Depth: 22 Plug Seal: 2 Bentonite Amount: Not Reported Unit: Not Reported D19 WNW TX WELLS TXPLU5000063673 1/4-1/2 Mile Higher Database: Submitted Drillers Reports Database(Plugged) Plugging Rpt#: 50690 Well Type: Monitor Borehole Depth(ft): 24 Well Report#: Not Reported TC6492348.2s Page A-25 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Details Reports For: Plug Data Submitted Date: 2008-10-27 Owner Name: Pronto#130 Well#: MW-3 #Wells Plugged: Not Reported Elevation: Not Reported Original Company Name: Not Reported Original Driller: Not Reported Original License#: Not Reported Original Well Use: Monitor Original Drill Date: Not Reported Plug Method: Pour in 3/8 bentonite chips when standing water in well is less than 100 feet depth,cement top 2 feet Plug Date: 2008-10-10 Variance#: Not Reported Company Name: Vortex Drilling,Inc. Plugger Name: Gary B. Leifeste Driller License: 55002 Apprentice Reg#: Not Reported Comments: N/A Comments: Not Reported Details Reports For: Plug Bore Hole Diameter: 2 Top Depth: Not Reported Bottom Depth: 24 Details Reports For: Plug Casing Top Depth: 1 Bottom Depth: 24 Diameter: 2 Details Reports For: Plug Range Top Depth: 0 Bottom Depth: 2 Plug Seal: 1 Cement Amount: Not Reported Unit: Not Reported Details Reports For: Plug Range Top Depth: 2 Bottom Depth: 24 Plug Seal: 2.25 Bentonite Amount: Not Reported Unit: Not Reported D20 WNW TX WELLS TXPLU5000063680 1/4-1/2 Mile Higher Database: Submitted Drillers Reports Database(Plugged) Plugging Rpt#: 50697 Well Type: Monitor Borehole Depth(ft): 23 Well Report#: Not Reported Details Reports For: Plug Data Submitted Date: 2008-10-27 Owner Name: Pronto#130 Well#: MW-10 #Wells Plugged: Not Reported Elevation: Not Reported Original Company Name: Not Reported Original Driller: Not Reported Original License#: Not Reported Original Well Use: Monitor Original Drill Date: Not Reported Plug Method: Pour in 3/8 bentonite chips when standing water in well is less than 100 feet depth,cement top 2 feet Plug Date: 2008-10-10 Variance#: Not Reported Company Name: Vortex Drilling,Inc. Plugger Name: Gary B. Leifeste Driller License: 55002 Apprentice Reg#: Not Reported Comments: No Data Comments: Not Reported Details Reports For: Plug Bore Hole Diameter: 2 Top Depth: Not Reported Bottom Depth: 23 Details Reports For: Plug Casing Top Depth: 5 TC6492348.2s Page A-26 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Bottom Depth: 23 Diameter: 2 Details Reports For: Plug Range Top Depth: 0 Bottom Depth: 2 Plug Seal: 1 Cement Amount: Not Reported Unit: Not Reported Details Reports For: Plug Range Top Depth: 2 Bottom Depth: 23 Plug Seal: 2.25 Bentonite Amount: Not Reported Unit: Not Reported D21 WNW TX WELLS TXPLU5000066400 1/4-1/2 Mile Higher Database: Submitted Drillers Reports Database(Plugged) Plugging Rpt#: 51138 Well Type: Monitor Borehole Depth(ft): 0 Well Report#: Not Reported Details Reports For: Plug Data Submitted Date: 2008-11-12 Owner Name: Pronto#130 Well#: MW-1 #Wells Plugged: Not Reported Elevation: Not Reported Original Company Name: Not Reported Original Driller: Not Reported Original License#: Not Reported Original Well Use: Monitor Original Drill Date: Not Reported Plug Method: Other-See Comments Plug Date: 2008-10-10 Variance#: Not Reported Company Name: Vortex Drilling,Inc. Plugger Name: Gary B. Leifeste Driller License: 55002 Apprentice Reg#: Not Reported Comments: Unable to locate well Replaces Tr.#50688 11/14/08 Ref.#6509 Comments: Not Reported Details Reports For: Plug Bore Hole Diameter: 2 Top Depth: Not Reported Bottom Depth: Not Reported D22 WNW TX WELLS TXPLU5000063679 1/4-1/2 Mile Higher Database: Submitted Drillers Reports Database(Plugged) Plugging Rpt#: 50696 Well Type: Monitor Borehole Depth(ft): 22 Well Report#: Not Reported Details Reports For: Plug Data Submitted Date: 2008-10-27 Owner Name: Pronto#130 Well#: MW-9 #Wells Plugged: Not Reported Elevation: Not Reported Original Company Name: Not Reported Original Driller: Not Reported Original License#: Not Reported Original Well Use: Monitor Original Drill Date: Not Reported Plug Method: Pour in 3/8 bentonite chips when standing water in well is less than 100 feet depth,cement top 2 feet Plug Date: 2008-10-10 Variance#: Not Reported Company Name: Vortex Drilling,Inc. Plugger Name: Gary B. Leifeste TC6492348.2s Page A-27 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Driller License: 55002 Apprentice Reg#: Not Reported Comments: No Data Comments: Not Reported Details Reports For: Plug Bore Hole Diameter: 2 Top Depth: Not Reported Bottom Depth: 22 Details Reports For: Plug Casing Top Depth: 5 Bottom Depth: 22 Diameter: 2 Details Reports For: Plug Range Top Depth: 2 Bottom Depth: 22 Plug Seal: 2 Bentonite Amount: Not Reported Unit: Not Reported Details Reports For: Plug Range Top Depth: 0 Bottom Depth: 2 Plug Seal: 1 Cement Amount: Not Reported Unit: Not Reported D23 WNW TX WELLS TXPLU5000063677 1/4-1/2 Mile Higher Database: Submitted Drillers Reports Database(Plugged) Plugging Rpt#: 50694 Well Type: Monitor Borehole Depth(ft): 21 Well Report#: Not Reported Details Reports For: Plug Data Submitted Date: 2008-10-27 Owner Name: Pronto#130 Well#: MW-7 #Wells Plugged: Not Reported Elevation: Not Reported Original Company Name: Not Reported Original Driller: Not Reported Original License#: Not Reported Original Well Use: Monitor Original Drill Date: Not Reported Plug Method: Pour in 3/8 bentonite chips when standing water in well is less than 100 feet depth,cement top 2 feet Plug Date: 2008-10-10 Variance#: Not Reported Company Name: Vortex Drilling,Inc. Plugger Name: Gary B. Leifeste Driller License: 55002 Apprentice Reg#: Not Reported Comments: No Data Comments: Not Reported Details Reports For: Plug Bore Hole Diameter: 2 Top Depth: Not Reported Bottom Depth: 21 Details Reports For: Plug Casing Top Depth: 1 Bottom Depth: 21 Diameter: 2 Details Reports For: Plug Range Top Depth: 2 Bottom Depth: 21 Plug Seal: 2 Bentonite Amount: Not Reported Unit: Not Reported Details Reports For: Plug Range Top Depth: 0 Bottom Depth: 2 Plug Seal: 1 Cement TC6492348.2s Page A-28 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Amount: Not Reported Unit: Not Reported D24 WNW TX WELLS TXPLU5000063678 1/4-1/2 Mile Higher Database: Submitted Drillers Reports Database(Plugged) Plugging Rpt#: 50695 Well Type: Monitor Borehole Depth(ft): 22 Well Report#: Not Reported Details Reports For: Plug Data Submitted Date: 2008-10-27 Owner Name: Pronto#130 Well#: MW-8 #Wells Plugged: Not Reported Elevation: Not Reported Original Company Name: Not Reported Original Driller: Not Reported Original License#: Not Reported Original Well Use: Monitor Original Drill Date: Not Reported Plug Method: Pour in 3/8 bentonite chips when standing water in well is less than 100 feet depth,cement top 2 feet Plug Date: 2008-10-10 Variance#: Not Reported Company Name: Vortex Drilling,Inc. Plugger Name: Gary B. Leifeste Driller License: 55002 Apprentice Reg#: Not Reported Comments: No Data Comments: Not Reported Details Reports For: Plug Bore Hole Diameter: 2 Top Depth: Not Reported Bottom Depth: 22 Details Reports For: Plug Casing Top Depth: 5 Bottom Depth: 22 Diameter: 2 Details Reports For: Plug Range Top Depth: 0 Bottom Depth: 2 Plug Seal: 1 Cement Amount: Not Reported Unit: Not Reported Details Reports For: Plug Range Top Depth: 2 Bottom Depth: 22 Plug Seal: 2 Bentonite Amount: Not Reported Unit: Not Reported B25 West TX WELLS TXMON5000401768 1/4-1/2 Mile Higher Database: Submitted Drillers Reports Database(Monitoring) Well Rpt#: 407860 Well Type: New Well Proposed Use: Environmental Soil Boring Borehole Depth(ft): 22 Injurious Water Quality: no Plugging Rpt#: Not Reported Submitted Date: 2015-10-29 Owner Name: MUY Properties-MN,Ltd Well#: SB-1 #Wells Drilled: 1 Elevation: Not Reported Type of Work: New Well Work Type Desc: Not Reported Original Well Rpt Track#: Not Reported TC6492348.2s Page A-29 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Proposed Use: Environmental Soil Boring Proposed Use Desc: Not Reported TCEQ Approved Plans: Not Reported PWS#: Not Reported Drill Start Date: 2015-10-08 Drill End Date: 2015-10-08 Seal Method: Poured Seal Method Desc: Not Reported Dist to Septic/Other Contam: Not Reported Distance to Septic Tank: Not Reported Dist to Property Line: Not Reported Distance Verify Meth: Not Reported Approved by Variance: Not Reported Sealed by Driller: Yes Sealed by Name: Not Reported Surface Completion: Not Reported Surf Complete Desc: Not Reported Completed by Driller: Not Reported Pump Type: Not Reported Pump Type Desc: Not Reported Pump Depth: Not Reported Chemical Analysis: No Injurious Water: No Company Name: EnviroCore,Inc. Driller Name: Craig Schena Comments: Not Reported Plugged within 48 hrs: No Plugging Rpt Tracking#: Not Reported Driller License#: 4694 Apprentice Reg#: Not Reported Details Reports For: Well Bore Hole Diameter: 2 Top Depth: 0 Bottom Depth: 22 Details Reports For: Well Drilling Method Drill Method: Direct Push Details Reports For: Well Completion Borehole Completion: Plugged Details Reports For: Well Seal Range Top Depth: 0 Bottom Depth: 22 Annular Seal: Bentonite Amount: 1 Unit: Bags/Sacks Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 0 Bottom Depth: 2 Lithology: 0-0.5',Light Tan Fine Sandy Clay with Small Shell Fragments Throughout.0.5-2'Dark Gray Clay with Calcareous Nodules Throughout.Organic Root Material Throughout 0-2'. Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 2 Bottom Depth: 4 Lithology: 2-4', Dark Gray Clay.Calcareous Nodules and Organic Root Material Present Throughout. Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 4 Bottom Depth: 6 Lithology: 4-6', Dark Gray Tending to Light Gray Clay.Calcareous Nodules Present Throughout. Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 6 Bottom Depth: 8 Lithology: 6-8', Light Gray Clay. Calcareous Nodules and Gypsum Crystals Present Throughout. Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 8 Bottom Depth: 10 Lithology: 8-10', Light Gray Clay.Abundant Gypsum Crystals Present Throughout.Slightly Moist in Bottom 2". Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 10 Bottom Depth: 12 Lithology: 10-10.5',Moist Light Gray Clay with Gypsum Throughout. 105-10.6',Wet Tan Fine Sand. 10.6'-12', Light Gray Fine Sandy Clay with Tan Fine Sand Seams.Gypsum Present Throughout 10-12'. TC6492348.2s Page A-30 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 12 Bottom Depth: 14 Lithology: Light Gray Fine Sandy Clay with Tan Fine Sand Seams.Gypsum Crustals Present Throughout. Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 14 Bottom Depth: 16 Lithology: 14-16', Light Gray Fine Sandy Clay with Tan Fine Sand Seams.Calcareous Nodules Present Throughout. Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 16 Bottom Depth: 18 Lithology: 16-18', Light Gray Fine Sandy Clay with Tan Fine Sand Seams.Abundant Soft White Calcareous Material Present Throughout. Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 18 Bottom Depth: 20 Lithology: 18-20',Moist Tan Clayey Sand. Poor Recovery Due to Being Soft and Moist. Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 20 Bottom Depth: 22 Lithology: 20-21',Saturated Tan Clayey Sand.21-22',Saturated Tan Sand. C26 WSW TX WELLS TXBR30000012727 1/4-1/2 Mile Higher Database: Brackish Resources Aquifer Characterization System Database Well ID: 13940 Data Source: DBSA Water Wells CCASRCD Total Hole Depth(ft): -99999 Total Well Depth: 30 Well Bottom Elevation: 3 Drill Date: 2003106 Kelly Bushing Height: 0 Well Type: Other Locating Agency: DBSA Elevation: 33 Elevation Method: D Elevation Agency: TWDB Elevation Date: 20122 1 C27 WSW TX WELLS TXBR30000012732 1/4-1/2 Mile Higher Database: Brackish Resources Aquifer Characterization System Database Well ID: 13945 Data Source: DBSA Water Wells CCASRCD Total Hole Depth(ft): -99999 Total Well Depth: 30 Well Bottom Elevation: 3 Drill Date: 20031113 Kelly Bushing Height: 0 Well Type: Other Locating Agency: DBSA Elevation: 33 Elevation Method: D Elevation Agency: TWDB Elevation Date: 20122 1 TC6492348.2s Page A-31 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number C28 WSW TX WELLS TXBR30000012733 1/4-1/2 Mile Higher Database: Brackish Resources Aquifer Characterization System Database Well ID: 13946 Data Source: DBSA Water Wells CCASRCD Total Hole Depth(ft): -99999 Total Well Depth: 30 Well Bottom Elevation: 3 Drill Date: 20031125 Kelly Bushing Height: 0 Well Type: Other Locating Agency: DBSA Elevation: 33 Elevation Method: D Elevation Agency: TWDB Elevation Date: 20122 1 E29 WSW TX WELLS TXPLU5000063203 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Plugged) Plugging Rpt#: 38952 Well Type: Monitor Borehole Depth(ft): 35 Well Report#: Not Reported Details Reports For: Plug Data Submitted Date: 2007-06-06 Owner Name: Valero Energy Corporation#972 Well#: MW-3 #Wells Plugged: Not Reported Elevation: Not Reported Original Company Name: Not Reported Original Driller: James E. Neal Original License#: 4868 Original Well Use: Monitor Original Drill Date: 1999-02-24 Plug Method: Pour in 3/8 bentonite chips when standing water in well is less than 100 feet depth,cement top 2 feet Plug Date: 2007-05-31 Variance#: Not Reported Company Name: Vortex Drilling Inc. Plugger Name: John E.Talbot Driller License: 3180 Apprentice Reg#: 57214 Comments: No Data Comments: Not Reported Details Reports For: Plug Bore Hole Diameter: 4 Top Depth: Not Reported Bottom Depth: 35 Details Reports For: Plug Casing Top Depth: 0 Bottom Depth: Not Reported Diameter: 4 Details Reports For: Plug Range Top Depth: 0 Bottom Depth: 3 Plug Seal: 1.5 Cement Amount: Not Reported Unit: Not Reported Details Reports For: Plug Range Top Depth: 3 Bottom Depth: 35 Plug Seal: 4 Bentonite Amount: Not Reported Unit: Not Reported TC6492348.2s Page A-32 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number E30 WSW TX WELLS TXPLU5000063204 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Plugged) Plugging Rpt#: 38953 Well Type: Monitor Borehole Depth(ft): 35 Well Report#: Not Reported Details Reports For: Plug Data Submitted Date: 2007-06-06 Owner Name: Valero Energy Corporation#972 Well#: MW-4 #Wells Plugged: Not Reported Elevation: Not Reported Original Company Name: Not Reported Original Driller: James E. Neal Original License#: 4868 Original Well Use: Monitor Original Drill Date: 1999-02-25 Plug Method: Pour in 3/8 bentonite chips when standing water in well is less than 100 feet depth,cement top 2 feet Plug Date: 2007-05-31 Variance#: Not Reported Company Name: Vortex Drilling Inc. Plugger Name: John E.Talbot Driller License: 3180 Apprentice Reg#: 57214 Comments: No Data Comments: Not Reported Details Reports For: Plug Bore Hole Diameter: 4 Top Depth: Not Reported Bottom Depth: 35 Details Reports For: Plug Casing Top Depth: 0 Bottom Depth: Not Reported Diameter: 4 Details Reports For: Plug Range Top Depth: 3 Bottom Depth: 35 Plug Seal: 4 Bentonite Amount: Not Reported Unit: Not Reported Details Reports For: Plug Range Top Depth: 0 Bottom Depth: 3 Plug Seal: 1.5 Cement Amount: Not Reported Unit: Not Reported E31 WSW TX WELLS TXPLU5000063197 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Plugged) Plugging Rpt#: 38950 Well Type: Monitor Borehole Depth(ft): 35 Well Report#: Not Reported Details Reports For: Plug Data Submitted Date: 2007-06-06 Owner Name: Valero Energy Corporation#972 Well#: MW-1 #Wells Plugged: Not Reported Elevation: Not Reported Original Company Name: Not Reported Original Driller: James E. Neal Original License#: 4868 Original Well Use: Monitor Original Drill Date: 1999-02-24 Plug Method: Pour in 3/8 bentonite chips when standing water in well is less than 100 feet depth,cement top 2 feet TC6492348.2s Page A-33 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Plug Date: 2007-05-31 Variance#: Not Reported Company Name: Vortex Drilling Inc. Plugger Name: John E.Talbot Driller License: 3180 Apprentice Reg#: 57214 Comments: No Data Comments: Not Reported Details Reports For: Plug Bore Hole Diameter: 4 Top Depth: Not Reported Bottom Depth: 35 Details Reports For: Plug Casing Top Depth: 0 Bottom Depth: Not Reported Diameter: 4 Details Reports For: Plug Range Top Depth: 0 Bottom Depth: 3 Plug Seal: 1.5 Cement Amount: Not Reported Unit: Not Reported Details Reports For: Plug Range Top Depth: 3 Bottom Depth: 35 Plug Seal: 4 Bentonite Amount: Not Reported Unit: Not Reported E32 WSW TX WELLS TXPLU5000063202 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Plugged) Plugging Rpt#: 38951 Well Type: Monitor Borehole Depth(ft): 35 Well Report#: Not Reported Details Reports For: Plug Data Submitted Date: 2007-06-06 Owner Name: Valero Energy Corporation#972 Well#: MW-2 #Wells Plugged: Not Reported Elevation: Not Reported Original Company Name: Not Reported Original Driller: James E. Neal Original License#: 4868 Original Well Use: Monitor Original Drill Date: 1999-02-24 Plug Method: Pour in 3/8 bentonite chips when standing water in well is less than 100 feet depth,cement top 2 feet Plug Date: 2007-05-31 Variance#: Not Reported Company Name: Vortex Drilling Inc. Plugger Name: John E.Talbot Driller License: 3180 Apprentice Reg M 57214 Comments: No Data Comments: Not Reported Details Reports For: Plug Bore Hole Diameter: 4 Top Depth: Not Reported Bottom Depth: 35 Details Reports For: Plug Casing Top Depth: 0 Bottom Depth: Not Reported Diameter: 4 Details Reports For: Plug Range Top Depth: 0 Bottom Depth: 4 Plug Seal: 1.5 Cement Amount: Not Reported Unit: Not Reported TC6492348.2s Page A-34 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Details Reports For: Plug Range Top Depth: 4 Bottom Depth: 35 Plug Seal: 4 Bentonite Amount: Not Reported Unit: Not Reported E33 WSW TX WELLS TXPLU5000063205 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Plugged) Plugging Rpt#: 38954 Well Type: Monitor Borehole Depth(ft): 30 Well Report#: Not Reported Details Reports For: Plug Data Submitted Date: 2007-06-06 Owner Name: Valero Energy Corporation#972 Well#: MW-5 #Wells Plugged: Not Reported Elevation: Not Reported Original Company Name: Not Reported Original Driller: James E. Neal Original License#: 4868 Original Well Use: Monitor Original Drill Date: 1999-10-06 Plug Method: Pour in 3/8 bentonite chips when standing water in well is less than 100 feet depth,cement top 2 feet Plug Date: 2007-05-31 Variance#: Not Reported Company Name: Vortex Drilling Inc. Plugger Name: John E.Talbot Driller License: 3180 Apprentice Reg#: 57214 Comments: No Data Comments: Not Reported Details Reports For: Plug Bore Hole Diameter: 4 Top Depth: Not Reported Bottom Depth: 30 Details Reports For: Plug Casing Top Depth: 0 Bottom Depth: Not Reported Diameter: 4 Details Reports For: Plug Range Top Depth: 0 Bottom Depth: 3 Plug Seal: 1.5 Cement Amount: Not Reported Unit: Not Reported Details Reports For: Plug Range Top Depth: 1.5 Bottom Depth: 30 Plug Seal: 3.5 Bentonite Amount: Not Reported Unit: Not Reported E34 WSW TX WELLS TXPLU5000063208 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Plugged) Plugging Rpt#: 38957 Well Type: Monitor Borehole Depth(ft): 30 Well Report#: Not Reported Details Reports For: Plug Data Submitted Date: 2007-06-06 Owner Name: Valero Energy Corporation#972 Well#: MW-8 #Wells Plugged: Not Reported TC6492348.2s Page A-35 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Elevation: Not Reported Original Company Name: Not Reported Original Driller: Not Reported Original License#: Not Reported Original Well Use: Monitor Original Drill Date: Not Reported Plug Method: Pour in 3/8 bentonite chips when standing water in well is less than 100 feet depth,cement top 2 feet Plug Date: 2007-05-31 Variance#: Not Reported Company Name: Vortex Drilling Inc. Plugger Name: John E.Talbot Driller License: 3180 Apprentice Reg#: 57214 Comments: No Data Comments: Not Reported Details Reports For: Plug Bore Hole Diameter: 2 Top Depth: Not Reported Bottom Depth: 30 Details Reports For: Plug Casing Top Depth: 0 Bottom Depth: Not Reported Diameter: 2 Details Reports For: Plug Range Top Depth: 3 Bottom Depth: 30 Plug Seal: 2.5 Bentonite Amount: Not Reported Unit: Not Reported Details Reports For: Plug Range Top Depth: 0 Bottom Depth: 3 Plug Seal: 1 Cement Amount: Not Reported Unit: Not Reported E35 WSW TX WELLS TXPLU5000063209 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Plugged) Plugging Rpt#: 38958 Well Type: Monitor Borehole Depth(ft): 30 Well Report#: Not Reported Details Reports For: Plug Data Submitted Date: 2007-06-06 Owner Name: Valero Energy Corporation#972 Well#: MW-9 #Wells Plugged: Not Reported Elevation: Not Reported Original Company Name: Not Reported Original Driller: John E.Talbot Original License#: 3180 Original Well Use: Monitor Original Drill Date: 2007-01-23 Plug Method: Pour in 3/8 bentonite chips when standing water in well is less than 100 feet depth,cement top 2 feet Plug Date: 2007-05-31 Variance#: Not Reported Company Name: Vortex Drilling Inc. Plugger Name: John E.Talbot Driller License: 3180 Apprentice Reg#: 57214 Comments: No Data Comments: Not Reported Details Reports For: Plug Bore Hole Diameter: 2 Top Depth: Not Reported Bottom Depth: 30 Details Reports For: Plug Casing Top Depth: 0 Bottom Depth: Not Reported Diameter: 2 TC6492348.2s Page A-36 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Details Reports For: Plug Range Top Depth: 0 Bottom Depth: 3 Plug Seal: 1 Cement Amount: Not Reported Unit: Not Reported Details Reports For: Plug Range Top Depth: 3 Bottom Depth: 30 Plug Seal: 2.5 Bentonite Amount: Not Reported Unit: Not Reported E36 WSW TX WELLS TXPLU5000063206 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Plugged) Plugging Rpt#: 38955 Well Type: Monitor Borehole Depth(ft): 30 Well Report#: Not Reported Details Reports For: Plug Data Submitted Date: 2007-06-06 Owner Name: Valero Energy Corporation#972 Well#: MW-6 #Wells Plugged: Not Reported Elevation: Not Reported Original Company Name: Not Reported Original Driller: James E. Neal Original License#: 4868 Original Well Use: Monitor Original Drill Date: 2003-11-13 Plug Method: Pour in 3/8 bentonite chips when standing water in well is less than 100 feet depth,cement top 2 feet Plug Date: 2007-05-31 Variance#: Not Reported Company Name: Vortex Drilling Inc. Plugger Name: John E.Talbot Driller License: 3180 Apprentice Reg#: 57214 Comments: No Data Comments: Not Reported Details Reports For: Plug Bore Hole Diameter: 4 Top Depth: Not Reported Bottom Depth: 30 Details Reports For: Plug Casing Top Depth: 15 Bottom Depth: 30 Diameter: 4 Details Reports For: Plug Range Top Depth: 0 Bottom Depth: 3 Plug Seal: 1.5 Cement Amount: Not Reported Unit: Not Reported Details Reports For: Plug Range Top Depth: 3 Bottom Depth: 30 Plug Seal: 3.5 Bentonite Amount: Not Reported Unit: Not Reported E37 WSW TX WELLS TXPLU5000063207 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Plugged) Plugging Rpt#: 38956 Well Type: Monitor Borehole Depth(ft): 26 Well Report#: Not Reported TC6492348.2s Page A-37 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Details Reports For: Plug Data Submitted Date: 2007-06-06 Owner Name: Valero Energy Corporation#972 Well#: MW-7 #Wells Plugged: Not Reported Elevation: Not Reported Original Company Name: Not Reported Original Driller: James E. Neal Original License#: 4868 Original Well Use: Monitor Original Drill Date: 2003-11-25 Plug Method: Pour in 3/8 bentonite chips when standing water in well is less than 100 feet depth,cement top 2 feet Plug Date: 2007-05-31 Variance#: Not Reported Company Name: Vortex Drilling Inc. Plugger Name: John E.Talbot Driller License: 3180 Apprentice Reg#: 57214 Comments: No Data Comments: Not Reported Details Reports For: Plug Bore Hole Diameter: 4 Top Depth: Not Reported Bottom Depth: 26 Details Reports For: Plug Casing Top Depth: 0 Bottom Depth: Not Reported Diameter: 4 Details Reports For: Plug Range Top Depth: 0 Bottom Depth: 3 Plug Seal: 1.5 Cement Amount: Not Reported Unit: Not Reported Details Reports For: Plug Range Top Depth: 3 Bottom Depth: 26 Plug Seal: 3 Bentonite Amount: Not Reported Unit: Not Reported F38 West TX WELLS TXMON5000102231 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Monitoring) Well Rpt#: 103878 Well Type: New Well Proposed Use: Monitor Borehole Depth(ft): 30 Injurious Water Quality: Not Reported Plugging Rpt#: Not Reported Submitted Date: 2007-02-08 Owner Name: Valero Energy Corporation#972 Well#: MW9 #Wells Drilled: Not Reported Elevation: Not Reported Type of Work: New Well Work Type Desc: Not Reported Original Well Rpt Track#: Not Reported Proposed Use: Monitor Proposed Use Desc: Not Reported TCEQ Approved Plans: Not Reported PWS#: Not Reported Drill Start Date: 2007-01-23 Drill End Date: 2007-01-24 Seal Method: Hand Mixed Seal Method Desc: Not Reported Dist to Septic/Other Contam: Not Reported Distance to Septic Tank: Not Reported Dist to Property Line: Not Reported Distance Verify Meth: Not Reported Approved by Variance: Not Reported Sealed by Driller: Yes Sealed by Name: Not Reported Surface Completion: Surface Slab Installed Surf Complete Desc: Not Reported Completed by Driller: Not Reported Pump Type: Not Reported Pump Type Desc: Not Reported Pump Depth: Not Reported Chemical Analysis: Not Reported Injurious Water: Not Reported Company Name: Vortex Drilling Inc. Driller Name: John E Talbot Comments: Not Reported Plugged within 48 hrs: No Plugging Rpt Tracking#: Not Reported TC6492348.2s Page A-38 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Driller License#: 3180 Apprentice Reg#: 1638 Details Reports For: Well Bore Hole Diameter: 8 Top Depth: 0 Bottom Depth: 30 Details Reports For: Well Drilling Method Drill Method: Hollow Stem Auger Details Reports For: Well Completion Borehole Completion: Filter Packed Details Reports For: Well Filter Filter Material: Gravel Top Depth: 4 Bottom Depth: 30 Size: 20/40 Details Reports For: Well Seal Range Top Depth: 2 Bottom Depth: 4 Annular Seal: 1 Bentonite Amount: Not Reported Unit: Not Reported Details Reports For: Well Seal Range Top Depth: 0 Bottom Depth: 2 Annular Seal: 1 Concrete Amount: Not Reported Unit: Not Reported Details Reports For: Well Levels Measurement: 22 Measurement Date: 2007-01-23 Artesian Flow: Not Reported Measurement Method: Unknown Details Reports For: Well Packers Migrated Sort#: 1 Packers: N/A Depth: Not Reported Details Reports For: Well Plugback Top Depth: Not Reported Bottom Depth: Not Reported Migrated Sort#: 1 Plugback: N/A Details Reports For: Well Strata Migrated Strata Depth: 22 Top Depth: Not Reported Bottom Depth: Not Reported Water Type: Non Potable Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 0 Bottom Depth: 5 Lithology: Clay plastic dark grayish brown moist Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 5 Bottom Depth: 12 Lithology: Clay plastic light brown moist Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 12 Bottom Depth: 22 Lithology: Clay plastic with silt light brown moist TC6492348.2s Page A-39 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 22 Bottom Depth: 30 Lithology: Fine clayey sand,saturated soil, plastic clay at 29 Details Reports For: Well Casing Migrated Sort#: 1 Top Depth: Not Reported Bottom Depth: Not Reported Migrated Casing Info: 2 New Sch 40 PVC.010 30-5 Screen Diameter: Not Reported Casing Status: Not Reported Casing Material: Not Reported Casing Type: Not Reported Schedule: Not Reported Gauge: Not Reported Details Reports For: Well Casing Migrated Sort#: 2 Top Depth: Not Reported Bottom Depth: Not Reported Migrated Casing Info: 2 New Sch 40 PVC 5-0 Riser Diameter: Not Reported Casing Status: Not Reported Casing Material: Not Reported Casing Type: Not Reported Schedule: Not Reported Gauge: Not Reported Details Reports For: Well Casing Migrated Sort#: 3 Top Depth: Not Reported Bottom Depth: Not Reported Migrated Casing Info: 2 New Top and Bottom Cap Diameter: Not Reported Casing Status: Not Reported Casing Material: Not Reported Casing Type: Not Reported Schedule: Not Reported Gauge: Not Reported F39 West TX WELLS TXMON5000102232 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Monitoring) Well Rpt#: 103879 Well Type: New Well Proposed Use: Monitor Borehole Depth(ft): 30 Injurious Water Quality: Not Reported Plugging Rpt#: Not Reported Submitted Date: 2007-02-08 Owner Name: Valero Energy Corporation#972 Well#: MW10 #Wells Drilled: Not Reported Elevation: Not Reported Type of Work: New Well Work Type Desc: Not Reported Original Well Rpt Track#: Not Reported Proposed Use: Monitor Proposed Use Desc: Not Reported TCEQ Approved Plans: Not Reported PWS#: Not Reported Drill Start Date: 2007-01-23 Drill End Date: 2007-01-24 Seal Method: Hand Mixed Seal Method Desc: Not Reported Dist to Septic/Other Contam: Not Reported Distance to Septic Tank: Not Reported Dist to Property Line: Not Reported Distance Verify Meth: Not Reported Approved by Variance: Not Reported Sealed by Driller: Yes Sealed by Name: Not Reported Surface Completion: Surface Slab Installed Surf Complete Desc: Not Reported Completed by Driller: Not Reported Pump Type: Not Reported Pump Type Desc: Not Reported Pump Depth: Not Reported Chemical Analysis: Not Reported Injurious Water: Not Reported Company Name: Vortex Drilling Inc. Driller Name: John E Talbot Comments: Not Reported Plugged within 48 hrs: No Plugging Rpt Tracking#: Not Reported Driller License#: 3180 Apprentice Reg#: 1638 TC6492348.2s Page A-40 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Details Reports For: Well Bore Hole Diameter: 8 Top Depth: 0 Bottom Depth: 30 Details Reports For: Well Drilling Method Drill Method: Hollow Stem Auger Details Reports For: Well Completion Borehole Completion: Filter Packed Details Reports For: Well Filter Filter Material: Gravel Top Depth: 4 Bottom Depth: 30 Size: 20/40 Details Reports For: Well Seal Range Top Depth: 0 Bottom Depth: 2 Annular Seal: 1 Concrete Amount: Not Reported Unit: Not Reported Details Reports For: Well Seal Range Top Depth: 2 Bottom Depth: 4 Annular Seal: 1 Bentonite Amount: Not Reported Unit: Not Reported Details Reports For: Well Levels Measurement: 22 Measurement Date: 2007-01-23 Artesian Flow: Not Reported Measurement Method: Unknown Details Reports For: Well Packers Migrated Sort#: 1 Packers: N/A Depth: Not Reported Details Reports For: Well Plugback Top Depth: Not Reported Bottom Depth: Not Reported Migrated Sort#: 1 Plugback: N/A Details Reports For: Well Strata Migrated Strata Depth: 22 Top Depth: Not Reported Bottom Depth: Not Reported Water Type: Non Potable Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 0 Bottom Depth: 7 Lithology: Clay plastic dark grayish brown moist Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 7 Bottom Depth: 12 Lithology: Clay plastic light brown moist Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 12 Bottom Depth: 22 Lithology: Clay plastic with few silt and fine sand light brown moist Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 22 Bottom Depth: 30 Lithology: Fine clayey sand saturated soil,clay at 30 TC6492348.2s Page A-41 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Details Reports For: Well Casing Migrated Sort#: 1 Top Depth: Not Reported Bottom Depth: Not Reported Migrated Casing Info: 2 New Sch 40 PVC.010 30-5 Screen Diameter: Not Reported Casing Status: Not Reported Casing Material: Not Reported Casing Type: Not Reported Schedule: Not Reported Gauge: Not Reported Details Reports For: Well Casing Migrated Sort#: 2 Top Depth: Not Reported Bottom Depth: Not Reported Migrated Casing Info: 2 New Sch 40 PVC 5-0 Riser Diameter: Not Reported Casing Status: Not Reported Casing Material: Not Reported Casing Type: Not Reported Schedule: Not Reported Gauge: Not Reported Details Reports For: Well Casing Migrated Sort#: 3 Top Depth: Not Reported Bottom Depth: Not Reported Migrated Casing Info: 2 New Top and Bottom Cap Diameter: Not Reported Casing Status: Not Reported Casing Material: Not Reported Casing Type: Not Reported Schedule: Not Reported Gauge: Not Reported F40 West TX WELLS TXDOL2000117955 112-1 Mile Higher Database: Well Report Database Fid: 117954 Rec id: 117952 Edr site is 103879 Owner: Valero Energy Corporation#972 Ownerwell: MW10 Address: P.O. Box 696000, San Antonio,TX 78269 Grid: 83-13-9 Waddress: 2702 S.Staples,Corpus Christi ,TX 78404 Lat: 27 45 48 N County: Nueces Long: 097 24 14 W Elevation: No Data Gpsused: Google Earth Typeofwork: New Well Propuse: Monitor Sdate: Not Reported Completedd: Not Reported Diameter: 8 in From Surface To 30 ft Dmethod: Hollow Stem Auger Bcompletio: Not Reported Packedfrom: 30 ft to 4 ft Packsize: 20/40 Finterval: From 0 ft to 2 ft with 1 Concrete(#sacks and material) Sinterval: From 2 ft to 4 ft with 1 Bentonite(#sacks and material) Tinterval: No Data Usedmethod: Hand Mixed Cementedby: Vortex Drilling Inc. Contaminat: No Data Propertyli: No Data Verrimetho: No Data Varriance: No Data Surface: Surface Slab Installed Staticleve: 22 ft.below land surface on 1/23/2007 Flow: No Data Packers: N/A Cementinwe: Not Reported Typepump: No Data Pumpbowl: Not Reported Welltests: No Data Yield: Not Reported Watertype: Non Potable Stratadept: 22 ft. Chemicalma: No Data Undesirabl: No Data Companynam: Vortex Drilling Inc. Companyadd: 4412 Bluemel Road Ccitystate: San Antonio,TX 78240 Licensenum: 3180 Wsignature: John E.Talbot Dsignature: Martin Casarez Regnum: 1638 Comments: no data Site id: TXDOL2000117955 TC6492348.2s Page A-42 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number F41 West TX WELLS TXDOL2000117956 1/2-1 Mile Higher Database: Well Report Database Fid: 117955 Rec id: 117953 Edr site is 103878 Owner: Valero Energy Corporation#972 Ownerwell: MW9 Address: P.O. Box 696000, San Antonio,TX 78269 Grid: 83-13-9 Waddress: 2702 S.Staples,Corpus Christi ,TX 78404 Lat: 27 45 48 N County: Nueces Long: 097 24 14 W Elevation: No Data Gpsused: Google Earth Typeofwork: New Well Propuse: Monitor Sdate: Not Reported Completedd: Not Reported Diameter: 8 in From Surface To 30 ft Dmethod: Hollow Stem Auger Bcompletio: Not Reported Packedfrom: 30 ft to 4 ft Packsize: 20/40 Finterval: From 0 ft to 2 ft with 1 Concrete(#sacks and material) Sinterval: From 2 ft to 4 ft with 1 Bentonite(#sacks and material) Tinterval: No Data Usedmethod: Hand Mixed Cementedby: Vortex Drilling Inc. Contaminat: No Data Propertyli: No Data Verrimetho: No Data Varriance: No Data Surface: Surface Slab Installed Staticleve: 22 ft.below land surface on 1/23/2007 Flow: No Data Packers: N/A Cementinwe: Not Reported Typepump: No Data Pumpbowl: Not Reported Welltests: No Data Yield: Not Reported Watertype: Non Potable Stratadept: 22 ft. Chemicalma: No Data Undesirabl: No Data Companynam: Vortex Drilling Inc. Companyadd: 4412 Bluemel Road Ccitystate: San Antonio,TX 78240 Licensenum: 3180 Wsignature: John E.Talbot Dsignature: Martin Casarez Regnum: 1638 Comments: no data Site id: TXDOL2000117956 42 NNE TX WELLS TXBR30000012645 1/2-1 Mile Lower Database: Brackish Resources Aquifer Characterization System Database Well ID: 13858 Data Source: DBSA Water Wells CCASRCD Total Hole Depth(ft): -99999 Total Well Depth: 200 Well Bottom Elevation: -174 Drill Date: 198498 Kelly Bushing Height: 0 Well Type: Withdrawal of Water Locating Agency: DBSA Elevation: 26 Elevation Method: D Elevation Agency: TWDB Elevation Date: 20122 1 G43 NNW TX WELLS TXMON5000136120 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Monitoring) Well Rpt#: 138355 Well Type: New Well TC6492348.2s Page A-43 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Proposed Use: Monitor Borehole Depth(ft): 47 Injurious Water Quality: no Plugging Rpt#: Not Reported Submitted Date: 2008-04-03 Owner Name: TCEQ Well#: MW-5 #Wells Drilled: Not Reported Elevation: Not Reported Type of Work: New Well Work Type Desc: Not Reported Original Well Rpt Track#: Not Reported Proposed Use: Monitor Proposed Use Desc: Not Reported TCEQ Approved Plans: Not Reported PWS#: Not Reported Drill Start Date: 2008-04-01 Drill End Date: 2008-04-01 Seal Method: Slurry Seal Method Desc: Not Reported Dist to Septic/Other Contam: Not Reported Distance to Septic Tank: Not Reported Dist to Property Line: Not Reported Distance Verify Meth: Not Reported Approved by Variance: Not Reported Sealed by Driller: Yes Sealed by Name: Not Reported Surface Completion: Surface Slab Installed Surf Complete Desc: Not Reported Completed by Driller: Not Reported Pump Type: Not Reported Pump Type Desc: Not Reported Pump Depth: Not Reported Chemical Analysis: No Injurious Water: No Company Name: ESN-South Driller Name: Brad Orban Comments: Not Reported Plugged within 48 hrs: No Plugging Rpt Tracking#: Not Reported Driller License#: 55014 Apprentice Reg#: 57638 Details Reports For: Well Bore Hole Diameter: 7 Top Depth: 0 Bottom Depth: 47 Details Reports For: Well Drilling Method Drill Method: Hollow Stem Auger Details Reports For: Well Drilling Method Drill Method: Other-DPT Details Reports For: Well Completion Borehole Completion: Other-Sand 20/40 Details Reports For: Well Seal Range Top Depth: 34 Bottom Depth: 47 Annular Seal: sand 20/40 Amount: Not Reported Unit: Not Reported Details Reports For: Well Seal Range Top Depth: 0 Bottom Depth: 1 Annular Seal: cement Amount: Not Reported Unit: Not Reported Details Reports For: Well Seal Range Top Depth: 1 Bottom Depth: 34 Annular Seal: bentonite 3/8 Amount: Not Reported Unit: Not Reported Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 0 Bottom Depth: 24 Lithology: brawn and gray sandy clay Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 24 Bottom Depth: 45 Lithology: brawn sand TC6492348.2s Page A-44 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 45 Bottom Depth: 47 Lithology: brown clay Details Reports For: Well Casing Migrated Sort#: 1 Top Depth: Not Reported Bottom Depth: Not Reported Migrated Casing Info: 2"New Schedule 40 PVC Riser 0 to 36 feet Diameter: Not Reported Casing Status: Not Reported Casing Material: Not Reported Casing Type: Not Reported Schedule: Not Reported Gauge: Not Reported Details Reports For: Well Casing Migrated Sort#: 2 Top Depth: Not Reported Bottom Depth: Not Reported Migrated Casing Info: 2"New Schedule 40 PVC Screen 36 to 46 feet 0.010 Diameter: Not Reported Casing Status: Not Reported Casing Material: Not Reported Casing Type: Not Reported Schedule: Not Reported Gauge: Not Reported Details Reports For: Well Casing Migrated Sort#: 3 Top Depth: Not Reported Bottom Depth: Not Reported Migrated Casing Info: 2"New Schedule 40 Sump 46 to 47 feet. Diameter: Not Reported Casing Status: Not Reported Casing Material: Not Reported Casing Type: Not Reported Schedule: Not Reported Gauge: Not Reported G44 NNW TX WELLS TXMON5000136119 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Monitoring) Well Rpt#: 138354 Well Type: New Well Proposed Use: Monitor Borehole Depth(ft): 49 Injurious Water Quality: no Plugging Rpt#: Not Reported Submitted Date: 2008-04-03 Owner Name: TCEQ Well#: MW-1 #Wells Drilled: Not Reported Elevation: Not Reported Type of Work: New Well Work Type Desc: Not Reported Original Well Rpt Track#: Not Reported Proposed Use: Monitor Proposed Use Desc: Not Reported TCEQ Approved Plans: Not Reported PWS#: Not Reported Drill Start Date: 2008-04-01 Drill End Date: 2008-04-01 Seal Method: Slurry Seal Method Desc: Not Reported Dist to Septic/Other Contam: Not Reported Distance to Septic Tank: Not Reported Dist to Property Line: Not Reported Distance Verify Meth: Not Reported Approved by Variance: Not Reported Sealed by Driller: Yes Sealed by Name: Not Reported Surface Completion: Surface Slab Installed Surf Complete Desc: Not Reported Completed by Driller: Not Reported Pump Type: Not Reported Pump Type Desc: Not Reported Pump Depth: Not Reported Chemical Analysis: No Injurious Water: No Company Name: ESN-South Driller Name: Brad Orban Comments: Not Reported Plugged within 48 hrs: No Plugging Rpt Tracking#: Not Reported Driller License#: 55014 Apprentice Reg#: 57638 TC6492348.2s Page A-45 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Details Reports For: Well Bore Hole Diameter: 7 Top Depth: 0 Bottom Depth: 49 Details Reports For: Well Drilling Method Drill Method: Other-DPT Details Reports For: Well Drilling Method Drill Method: Hollow Stem Auger Details Reports For: Well Completion Borehole Completion: Other-Sand 20/40 Details Reports For: Well Seal Range Top Depth: 1 Bottom Depth: 36 Annular Seal: bentonite 3/8 Amount: Not Reported Unit: Not Reported Details Reports For: Well Seal Range Top Depth: 0 Bottom Depth: 1 Annular Seal: cement Amount: Not Reported Unit: Not Reported Details Reports For: Well Seal Range Top Depth: 36 Bottom Depth: 49 Annular Seal: sand 20/40 Amount: Not Reported Unit: Not Reported Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 0 Bottom Depth: 28 Lithology: brawn and gray sandy clay Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 28 Bottom Depth: 48 Lithology: brawn sand Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 48 Bottom Depth: 49 Lithology: brown clay Details Reports For: Well Casing Migrated Sort#: 1 Top Depth: Not Reported Bottom Depth: Not Reported Migrated Casing Info: 2"New Schedule 40 PVC Riser 0 to 38 feet Diameter: Not Reported Casing Status: Not Reported Casing Material: Not Reported Casing Type: Not Reported Schedule: Not Reported Gauge: Not Reported Details Reports For: Well Casing Migrated Sort#: 2 Top Depth: Not Reported Bottom Depth: Not Reported Migrated Casing Info: 2"New Schedule 40 PVC Screen 38 to 48 feet 0.010 Diameter: Not Reported Casing Status: Not Reported Casing Material: Not Reported Casing Type: Not Reported Schedule: Not Reported Gauge: Not Reported Details Reports For: Well Casing Migrated Sort#: 3 Top Depth: Not Reported Bottom Depth: Not Reported Migrated Casing Info: 2"New Schedule 40 Sump 48 to 49 feet. TC6492348.2s Page A-46 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Diameter: Not Reported Casing Status: Not Reported Casing Material: Not Reported Casing Type: Not Reported Schedule: Not Reported Gauge: Not Reported G45 NNW TX WELLS TXMON5000136121 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Monitoring) Well Rpt#: 138356 Well Type: New Well Proposed Use: Monitor Borehole Depth(ft): 36 Injurious Water Quality: no Plugging Rpt#: Not Reported Submitted Date: 2008-04-03 Owner Name: TCEQ Well#: MW-4 #Wells Drilled: Not Reported Elevation: Not Reported Type of Work: New Well Work Type Desc: Not Reported Original Well Rpt Track#: Not Reported Proposed Use: Monitor Proposed Use Desc: Not Reported TCEQ Approved Plans: Not Reported PWS#: Not Reported Drill Start Date: 2008-04-01 Drill End Date: 2008-04-01 Seal Method: Slurry Seal Method Desc: Not Reported Dist to Septic/Other Contam: Not Reported Distance to Septic Tank: Not Reported Dist to Property Line: Not Reported Distance Verify Meth: Not Reported Approved by Variance: Not Reported Sealed by Driller: Yes Sealed by Name: Not Reported Surface Completion: Surface Slab Installed Surf Complete Desc: Not Reported Completed by Driller: Not Reported Pump Type: Not Reported Pump Type Desc: Not Reported Pump Depth: Not Reported Chemical Analysis: No Injurious Water: No Company Name: ESN-South Driller Name: Brad Orban Comments: Not Reported Plugged within 48 hrs: No Plugging Rpt Tracking#: Not Reported Driller License#: 55014 Apprentice Reg#: 57638 Details Reports For: Well Bore Hole Diameter: 7 Top Depth: 0 Bottom Depth: 36 Details Reports For: Well Drilling Method Drill Method: Other-DPT Details Reports For: Well Drilling Method Drill Method: Hollow Stem Auger Details Reports For: Well Completion Borehole Completion: Other-Sand 20/40 Details Reports For: Well Seal Range Top Depth: 23 Bottom Depth: 36 Annular Seal: sand 20/40 Amount: Not Reported Unit: Not Reported Details Reports For: Well Seal Range Top Depth: 0 Bottom Depth: 1 Annular Seal: cement Amount: Not Reported Unit: Not Reported Details Reports For: Well Seal Range Top Depth: 1 TC6492348.2s Page A-47 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Bottom Depth: 23 Annular Seal: bentonite 3/8 Amount: Not Reported Unit: Not Reported Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 0 Bottom Depth: 24 Lithology: brawn and gray sandy clay Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 24 Bottom Depth: 34 Lithology: brawn sand Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 34 Bottom Depth: 36 Lithology: brown clay Details Reports For: Well Casing Migrated Sort#: 1 Top Depth: Not Reported Bottom Depth: Not Reported Migrated Casing Info: 2"New Schedule 40 PVC Riser 0 to 25 feet Diameter: Not Reported Casing Status: Not Reported Casing Material: Not Reported Casing Type: Not Reported Schedule: Not Reported Gauge: Not Reported Details Reports For: Well Casing Migrated Sort#: 2 Top Depth: Not Reported Bottom Depth: Not Reported Migrated Casing Info: 2"New Schedule 40 PVC Screen 25 to 35 feet 0.010 Diameter: Not Reported Casing Status: Not Reported Casing Material: Not Reported Casing Type: Not Reported Schedule: Not Reported Gauge: Not Reported Details Reports For: Well Casing Migrated Sort#: 3 Top Depth: Not Reported Bottom Depth: Not Reported Migrated Casing Info: 2"New Schedule 40 Sump 35 to 36 feet. Diameter: Not Reported Casing Status: Not Reported Casing Material: Not Reported Casing Type: Not Reported Schedule: Not Reported Gauge: Not Reported G46 NNW TX WELLS TXMON5000136123 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Monitoring) Well Rpt#: 138358 Well Type: New Well Proposed Use: Monitor Borehole Depth(ft): 39 Injurious Water Quality: no Plugging Rpt#: Not Reported Submitted Date: 2008-04-03 Owner Name: TCEQ Well#: MW-2 #Wells Drilled: Not Reported Elevation: Not Reported Type of Work: New Well Work Type Desc: Not Reported Original Well Rpt Track#: Not Reported Proposed Use: Monitor Proposed Use Desc: Not Reported TCEQ Approved Plans: Not Reported PWS#: Not Reported Drill Start Date: 2008-04-02 Drill End Date: 2008-04-02 TC6492348.2s Page A-48 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Seal Method: Slurry Seal Method Desc: Not Reported Dist to Septic/Other Contam: Not Reported Distance to Septic Tank: Not Reported Dist to Property Line: Not Reported Distance Verify Meth: Not Reported Approved by Variance: Not Reported Sealed by Driller: Yes Sealed by Name: Not Reported Surface Completion: Surface Slab Installed Surf Complete Desc: Not Reported Completed by Driller: Not Reported Pump Type: Not Reported Pump Type Desc: Not Reported Pump Depth: Not Reported Chemical Analysis: No Injurious Water: No Company Name: ESN-South Driller Name: Brad Orban Comments: Not Reported Plugged within 48 hrs: No Plugging Rpt Tracking#: Not Reported Driller License#: 55014 Apprentice Reg#: 57638 Details Reports For: Well Bore Hole Diameter: 7 Top Depth: 0 Bottom Depth: 39 Details Reports For: Well Drilling Method Drill Method: Other-DPT Details Reports For: Well Drilling Method Drill Method: Hollow Stem Auger Details Reports For: Well Completion Borehole Completion: Other-Sand 20/40 Details Reports For: Well Seal Range Top Depth: 26 Bottom Depth: 39 Annular Seal: sand 20/40 Amount: Not Reported Unit: Not Reported Details Reports For: Well Seal Range Top Depth: 0 Bottom Depth: 1 Annular Seal: cement Amount: Not Reported Unit: Not Reported Details Reports For: Well Seal Range Top Depth: 1 Bottom Depth: 26 Annular Seal: bentonite 3/8 Amount: Not Reported Unit: Not Reported Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 0 Bottom Depth: 22 Lithology: brawn and gray sandy clay Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 22 Bottom Depth: 37 Lithology: brawn sand Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 37 Bottom Depth: 39 Lithology: brown clay Details Reports For: Well Casing Migrated Sort#: 1 Top Depth: Not Reported Bottom Depth: Not Reported Migrated Casing Info: 2"New Schedule 40 PVC Riser 0 to 28 feet Diameter: Not Reported Casing Status: Not Reported Casing Material: Not Reported Casing Type: Not Reported TC6492348.2s Page A-49 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Schedule: Not Reported Gauge: Not Reported Details Reports For: Well Casing Migrated Sort#: 2 Top Depth: Not Reported Bottom Depth: Not Reported Migrated Casing Info: 2"New Schedule 40 PVC Screen 28 to 38 feet 0.010 Diameter: Not Reported Casing Status: Not Reported Casing Material: Not Reported Casing Type: Not Reported Schedule: Not Reported Gauge: Not Reported Details Reports For: Well Casing Migrated Sort#: 3 Top Depth: Not Reported Bottom Depth: Not Reported Migrated Casing Info: 2"New Schedule 40 Sump 38 to 39 feet. Diameter: Not Reported Casing Status: Not Reported Casing Material: Not Reported Casing Type: Not Reported Schedule: Not Reported Gauge: Not Reported G47 NNW TX WELLS TXMON5000136122 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Monitoring) Well Rpt#: 138357 Well Type: New Well Proposed Use: Monitor Borehole Depth(ft): 44 Injurious Water Quality: no Plugging Rpt#: Not Reported Submitted Date: 2008-04-03 Owner Name: TCEQ Well#: MW-10 #Wells Drilled: Not Reported Elevation: Not Reported Type of Work: New Well Work Type Desc: Not Reported Original Well Rpt Track#: Not Reported Proposed Use: Monitor Proposed Use Desc: Not Reported TCEQ Approved Plans: Not Reported PWS#: Not Reported Drill Start Date: 2008-04-02 Drill End Date: 2008-04-02 Seal Method: Slurry Seal Method Desc: Not Reported Dist to Septic/Other Contam: Not Reported Distance to Septic Tank: Not Reported Dist to Property Line: Not Reported Distance Verify Meth: Not Reported Approved by Variance: Not Reported Sealed by Driller: Yes Sealed by Name: Not Reported Surface Completion: Surface Slab Installed Surf Complete Desc: Not Reported Completed by Driller: Not Reported Pump Type: Not Reported Pump Type Desc: Not Reported Pump Depth: Not Reported Chemical Analysis: No Injurious Water: No Company Name: ESN-South Driller Name: Brad Orban Comments: Not Reported Plugged within 48 hrs: No Plugging Rpt Tracking#: Not Reported Driller License#: 55014 Apprentice Reg#: 57638 Details Reports For: Well Bore Hole Diameter: 7 Top Depth: 0 Bottom Depth: 44 Details Reports For: Well Drilling Method Drill Method: Hollow Stem Auger Details Reports For: Well Drilling Method Drill Method: Other-DPT TC6492348.2s Page A-50 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Details Reports For: Well Completion Borehole Completion: Other-Sand 20/40 Details Reports For: Well Seal Range Top Depth: 0 Bottom Depth: 1 Annular Seal: cement Amount: Not Reported Unit: Not Reported Details Reports For: Well Seal Range Top Depth: 1 Bottom Depth: 31 Annular Seal: bentonite 3/8 Amount: Not Reported Unit: Not Reported Details Reports For: Well Seal Range Top Depth: 31 Bottom Depth: 44 Annular Seal: sand 20/40 Amount: Not Reported Unit: Not Reported Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 0 Bottom Depth: 24 Lithology: brawn and gray sandy clay Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 24 Bottom Depth: 42 Lithology: brawn sand Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 42 Bottom Depth: 44 Lithology: brown clay Details Reports For: Well Casing Migrated Sort#: 1 Top Depth: Not Reported Bottom Depth: Not Reported Migrated Casing Info: 2"New Schedule 40 PVC Riser 0 to 33 feet Diameter: Not Reported Casing Status: Not Reported Casing Material: Not Reported Casing Type: Not Reported Schedule: Not Reported Gauge: Not Reported Details Reports For: Well Casing Migrated Sort#: 2 Top Depth: Not Reported Bottom Depth: Not Reported Migrated Casing Info: 2"New Schedule 40 PVC Screen 33 to 43 feet 0.010 Diameter: Not Reported Casing Status: Not Reported Casing Material: Not Reported Casing Type: Not Reported Schedule: Not Reported Gauge: Not Reported Details Reports For: Well Casing Migrated Sort#: 3 Top Depth: Not Reported Bottom Depth: Not Reported Migrated Casing Info: 2"New Schedule 40 Sump 43 to 44 feet. Diameter: Not Reported Casing Status: Not Reported Casing Material: Not Reported Casing Type: Not Reported Schedule: Not Reported Gauge: Not Reported TC6492348.2s Page A-51 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number G48 NNW TX WELLS TXDOL2000117573 1/2-1 Mile Higher Database: Well Report Database Fid: 117572 Rec id: 117559 Edr site is 138357 Owner: TCEQ Ownerwell: MW-10 Address: 614 Elizabeth St(DCRP 69),Corpus Christi ,TX 78404 Grid: 83-13-9 Waddress: 614 Elizabeth St,Corpus Christi,TX 78404 Lat: 27 46 23 N County: Nueces Long: 097 24 01 W Elevation: No Data Gpsused: Lowrance Typeofwork: New Well Propuse: Monitor Sdate: Not Reported Completedd: Not Reported Diameter: 7 in From Surface To 44 ft Dmethod: Hollow Stem Auger Bcompletio: Not Reported Packedfrom: Not Reported Packsize: Not Reported Finterval: From 31 ft to 44 ft with sand 20/40(#sacks and material) Sinterval: From 1 ft to 31 ft with bentonite 3/8(#sacks and material) Tinterval: From 0 ft to 1 ft with cement(#sacks and material) Usedmethod: slurry Cementedby: ESN-South Contaminat: No Data Propertyli: No Data Verrimetho: No Data Varriance: No Data Surface: Surface Slab Installed Staticleve: No Data Flow: No Data Packers: No Data Cementinwe: No Data Typepump: No Data Pumpbowl: Not Reported Welltests: No Data Yield: Not Reported Watertype: No Data Stratadept: No Data Chemicalma: No Undesirabl: No Companynam: ESN-South Companyadd: 111 Postoak Dr. Ccitystate: Whitney,TX 76692 Licensenum: 55014 Wsignature: Brad Orban Dsignature: Margarito Estrada Regnum: 57638 Comments: no data Site id: TXDOL2000117573 G49 NNW TX WELLS TXDOL2000117572 1/2-1 Mile Higher Database: Well Report Database Fid: 117571 Rec id: 117558 Edr site is 138358 Owner: TCEQ Ownerwell: MW-2 Address: 614 Elizabeth St(DCRP 69),Corpus Christi ,TX 78404 Grid: 83-13-9 Waddress: 614 Elizabeth St,Corpus Christi,TX 78404 Lat: 27 46 23 N County: Nueces Long: 097 24 01 W Elevation: No Data Gpsused: Lowrance Typeofwork: New Well Propuse: Monitor Sdate: Not Reported Completedd: Not Reported Diameter: 7 in From Surface To 39 ft Dmethod: Hollow Stem Auger Bcompletio: Not Reported Packedfrom: Not Reported Packsize: Not Reported Finterval: From 26 ft to 39 ft with sand 20/40(#sacks and material) Sinterval: From 1 ft to 26 ft with bentonite 3/8(#sacks and material) Tinterval: From 0 ft to 1 ft with cement(#sacks and material) Usedmethod: slurry Cementedby: ESN-South Contaminat: No Data Propertyli: No Data Verrimetho: No Data Varriance: No Data TC6492348.2s Page A-52 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Surface: Surface Slab Installed Staticleve: No Data Flow: No Data Packers: No Data Cementinwe: No Data Typepump: No Data Pumpbowl: Not Reported Welltests: No Data Yield: Not Reported Watertype: No Data Stratadept: No Data Chemicalma: No Undesirabl: No Companynam: ESN-South Companyadd: 111 Postoak Dr. Ccitystate: Whitney,TX 76692 Licensenum: 55014 Wsignature: Brad Orban Dsignature: Margarito Estrada Regnum: 57638 Comments: no data Site id: TXDOL2000117572 G50 NNW TX WELLS TXDOL2000117574 1/2-1 Mile Higher Database: Well Report Database Fid: 117573 Rec id: 117560 Edr site is 138356 Owner: TCEQ Ownerwell: MW-4 Address: 614 Elizabeth St(DCRP 69),Corpus Christi ,TX 78404 Grid: 83-13-9 Waddress: 614 Elizabeth St,Corpus Christi,TX 78404 Lat: 27 46 23 N County: Nueces Long: 097 24 01 W Elevation: No Data Gpsused: Lowrance Typeofwork: New Well Propuse: Monitor Sdate: Not Reported Completedd: Not Reported Diameter: 7 in From Surface To 36 ft Dmethod: Hollow Stem Auger Bcompletio: Not Reported Packedfrom: Not Reported Packsize: Not Reported Finterval: From 23 ft to 36 ft with sand 20/40(#sacks and material) Sinterval: From 1 ft to 23 ft with bentonite 3/8(#sacks and material) Tinterval: From 0 ft to 1 ft with cement(#sacks and material) Usedmethod: slurry Cementedby: ESN-South Contaminat: No Data Propertyli: No Data Verrimetho: No Data Varriance: No Data Surface: Surface Slab Installed Staticleve: No Data Flow: No Data Packers: No Data Cementinwe: No Data Typepump: No Data Pumpbowl: Not Reported Welltests: No Data Yield: Not Reported Watertype: No Data Stratadept: No Data Chemicalma: No Undesirabl: No Companynam: ESN-South Companyadd: 111 Postoak Dr. Ccitystate: Whitney,TX 76692 Licensenum: 55014 Wsignature: Brad Orban Dsignature: Margarito Estrada Regnum: 57638 Comments: no data Site id: TXDOL2000117574 G51 NNW TX WELLS TXDOL2000117576 1/2-1 Mile Higher Database: Well Report Database Fid: 117575 Rec id: 117562 Edr site is 138354 Owner: TCEQ Ownerwell: MW-1 Address: 614 Elizabeth St(DCRP 69),Corpus Christi ,TX 78404 Grid: 83-13-9 Waddress: 614 Elizabeth St,Corpus Christi,TX 78404 Lat: 27 46 23 N County: Nueces TC6492348.2s Page A-53 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Long: 097 24 01 W Elevation: No Data Gpsused: Lowrance Typeofwork: New Well Propuse: Monitor Sdate: Not Reported Completedd: Not Reported Diameter: 7 in From Surface To 49 ft Dmethod: Hollow Stem Auger Bcompletio: Not Reported Packedfrom: Not Reported Packsize: Not Reported Finterval: From 36 ft to 49 ft with sand 20/40(#sacks and material) Sinterval: From 1 ft to 36 ft with bentonite 3/8(#sacks and material) Tinterval: From 0 ft to 1 ft with cement(#sacks and material) Usedmethod: slurry Cementedby: ESN-South Contaminat: No Data Propertyli: No Data Verrimetho: No Data Varriance: No Data Surface: Surface Slab Installed Staticleve: No Data Flow: No Data Packers: No Data Cementinwe: No Data Typepump: No Data Pumpbowl: Not Reported Welltests: No Data Yield: Not Reported Watertype: No Data Stratadept: No Data Chemicalma: No Undesirabl: No Companynam: ESN-South Companyadd: 111 Postoak Dr. Ccitystate: Whitney,TX 76692 Licensenum: 55014 Wsignature: Brad Orban Dsignature: Margarito Estrada Regnum: 57638 Comments: no data Site id: TXDOL2000117576 G52 NNW TX WELLS TXDOL2000117575 1/2-1 Mile Higher Database: Well Report Database Fid: 117574 Rec id: 117561 Edr site is 138355 Owner: TCEQ Ownerwell: MW-5 Address: 614 Elizabeth St(DCRP 69),Corpus Christi ,TX 78404 Grid: 83-13-9 Waddress: 614 Elizabeth St,Corpus Christi,TX 78404 Lat: 27 46 23 N County: Nueces Long: 097 24 01 W Elevation: No Data Gpsused: Lowrance Typeofwork: New Well Propuse: Monitor Sdate: Not Reported Completedd: Not Reported Diameter: 7 in From Surface To 47 ft Dmethod: Hollow Stem Auger Bcompletio: Not Reported Packedfrom: Not Reported Packsize: Not Reported Finterval: From 34 ft to 47 ft with sand 20/40(#sacks and material) Sinterval: From 1 ft to 34 ft with bentonite 3/8(#sacks and material) Tinterval: From 0 ft to 1 ft with cement(#sacks and material) Usedmethod: slurry Cementedby: ESN-South Contaminat: No Data Propertyli: No Data Verrimetho: No Data Varriance: No Data Surface: Surface Slab Installed Staticleve: No Data Flow: No Data Packers: No Data Cementinwe: No Data Typepump: No Data Pumpbowl: Not Reported Welltests: No Data Yield: Not Reported Watertype: No Data Stratadept: No Data Chemicalma: No Undesirabl: No Companynam: ESN-South Companyadd: 111 Postoak Dr. Ccitystate: Whitney,TX 76692 Licensenum: 55014 Wsignature: Brad Orban Dsignature: Margarito Estrada Regnum: 57638 Comments: no data Site id: TXDOL2000117575 TC6492348.2s Page A-54 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number H53 ESE TX WELLS TXBR30000012745 1/2-1 Mile Lower Database: Brackish Resources Aquifer Characterization System Database Well ID: 13958 Data Source: DBSA Water Wells CCASRCD Total Hole Depth(ft): -99999 Total Well Depth: 289 Well Bottom Elevation: -260 Drill Date: 200111 7 Kelly Bushing Height: 0 Well Type: Withdrawal of Water Locating Agency: DBSA Elevation: 29 Elevation Method: D Elevation Agency: TWDB Elevation Date: 20122 1 H54 ESE TX WELLS TXBR30000009605 1/2-1 Mile Lower Database: Brackish Resources Aquifer Characterization System Database Well ID: 10742 Data Source: TCEQ Water Well Images Total Hole Depth(ft): 304 Total Well Depth: 304 Well Bottom Elevation: -275 Drill Date: 19961024 Kelly Bushing Height: 0 Well Type: Withdrawal of Water Locating Agency: TWDB Elevation: 29 Elevation Method: D Elevation Agency: TWDB Elevation Date: 2011 919 155 NW TX WELLS TXBR30000012734 1/2-1 Mile Higher Database: Brackish Resources Aquifer Characterization System Database Well ID: 13947 Data Source: DBSA Water Wells CCASRCD Total Hole Depth(ft): -99999 Total Well Depth: 30 Well Bottom Elevation: 5 Drill Date: 2004 225 Kelly Bushing Height: 0 Well Type: Other Locating Agency: DBSA Elevation: 35 Elevation Method: D Elevation Agency: TWDB Elevation Date: 20122 1 156 NW TX WELLS TXBR30000012735 1/2-1 Mile Higher Database: Brackish Resources Aquifer Characterization System Database Well ID: 13948 Data Source: DBSA Water Wells CCASRCD Total Hole Depth(ft): -99999 Total Well Depth: 30 Well Bottom Elevation: 5 Drill Date: 2004 225 Kelly Bushing Height: 0 Well Type: Other Locating Agency: DBSA Elevation: 35 Elevation Method: D Elevation Agency: TWDB TC6492348.2s Page A-55 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Elevation Date: 20122 1 157 NW TX WELLS TXPLU5000093593 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Plugged) Plugging Rpt#: 22878 Well Type: Monitor Borehole Depth(ft): 35 Well Report#: Not Reported Details Reports For: Plug Data Submitted Date: 2005-03-07 Owner Name: Coastal Mart,Inc Well#: MW-2 #Wells Plugged: Not Reported Elevation: Not Reported Original Company Name: Not Reported Original Driller: James Neal Original License#: 4868 WPKT Original Well Use: Monitor Original Drill Date: 2002-05-08 Plug Method: Pour in 3/8 bentonite chips when standing water in well is less than 100 feet depth,cement top 2 feet Plug Date: 2005-02-22 Variance#: Not Reported Company Name: Handex Plugger Name: Doug Mick Driller License: 54997 Apprentice Reg#: Not Reported Comments: No Data Comments: Not Reported Details Reports For: Plug Bore Hole Diameter: 4 Top Depth: Not Reported Bottom Depth: 35 Details Reports For: Plug Casing Top Depth: 0 Bottom Depth: 35 Diameter: 4 Details Reports For: Plug Range Top Depth: 0 Bottom Depth: 35 Plug Seal: 3 Amount: Not Reported Unit: Not Reported 158 NW TX WELLS TXPLU5000093592 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Plugged) Plugging Rpt#: 22877 Well Type: Monitor Borehole Depth(ft): 32.5 Well Report#: Not Reported Details Reports For: Plug Data Submitted Date: 2005-03-07 Owner Name: Coastal Mart,Inc Well#: MW-1 #Wells Plugged: Not Reported Elevation: Not Reported Original Company Name: Not Reported Original Driller: James Neal Original License#: 4868 WPKT Original Well Use: Monitor Original Drill Date: 2002-05-08 Plug Method: Pour in 3/8 bentonite chips when standing water in well is less than 100 feet depth,cement top 2 feet Plug Date: 2005-02-22 Variance#: Not Reported Company Name: Handex Plugger Name: Doug Mick TC6492348.2s Page A-56 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Driller License: 54997 Apprentice Reg#: Not Reported Comments: No Data Comments: Not Reported Details Reports For: Plug Bore Hole Diameter: 4 Top Depth: Not Reported Bottom Depth: 33 Details Reports For: Plug Casing Top Depth: 0 Bottom Depth: 33 Diameter: 4 Details Reports For: Plug Range Top Depth: 0 Bottom Depth: 33 Plug Seal: 3 Amount: Not Reported Unit: Not Reported 159 NW TX WELLS TXPLU5000093494 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Plugged) Plugging Rpt#: 22885 Well Type: Monitor Borehole Depth(ft): 30 Well Report#: Not Reported Details Reports For: Plug Data Submitted Date: 2005-03-07 Owner Name: Coastal Mart,Inc Well#: MW-8 #Wells Plugged: Not Reported Elevation: Not Reported Original Company Name: Not Reported Original Driller: James Neal Original License#: 4868 WPKT Original Well Use: Monitor Original Drill Date: 2004-02-25 Plug Method: Pour in 3/8 bentonite chips when standing water in well is less than 100 feet depth,cement top 2 feet Plug Date: 2005-02-22 Variance#: Not Reported Company Name: Handex Plugger Name: Doug Mick Driller License: 54997 Apprentice Reg#: Not Reported Comments: No Data Comments: Not Reported Details Reports For: Plug Bore Hole Diameter: 4 Top Depth: Not Reported Bottom Depth: 30 Details Reports For: Plug Casing Top Depth: 0 Bottom Depth: 30 Diameter: 4 Details Reports For: Plug Range Top Depth: 0 Bottom Depth: 30 Plug Seal: 3 Amount: Not Reported Unit: Not Reported TC6492348.2s Page A-57 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number 160 NW TX WELLS TXPLU5000093594 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Plugged) Plugging Rpt#: 22879 Well Type: Monitor Borehole Depth(ft): 27.5 Well Report#: Not Reported Details Reports For: Plug Data Submitted Date: 2005-03-07 Owner Name: Coastal Mart,Inc Well#: MW-3 #Wells Plugged: Not Reported Elevation: Not Reported Original Company Name: Not Reported Original Driller: James Neal Original License#: 4868 WPKT Original Well Use: Monitor Original Drill Date: 2002-05-08 Plug Method: Pour in 3/8 bentonite chips when standing water in well is less than 100 feet depth,cement top 2 feet Plug Date: 2005-02-22 Variance#: Not Reported Company Name: Handex Plugger Name: Doug Mick Driller License: 54997 Apprentice Reg#: Not Reported Comments: No Data Comments: Not Reported Details Reports For: Plug Bore Hole Diameter: 4 Top Depth: Not Reported Bottom Depth: 28 Details Reports For: Plug Casing Top Depth: 0 Bottom Depth: 28 Diameter: 4 Details Reports For: Plug Range Top Depth: 0 Bottom Depth: 28 Plug Seal: 3 Amount: Not Reported Unit: Not Reported 161 NW TX WELLS TXPLU5000093598 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Plugged) Plugging Rpt#: 22883 Well Type: Monitor Borehole Depth(ft): 30 Well Report#: Not Reported Details Reports For: Plug Data Submitted Date: 2005-03-07 Owner Name: Coastal Mart,Inc Well#: MW-7 #Wells Plugged: Not Reported Elevation: Not Reported Original Company Name: Not Reported Original Driller: James Neal Original License#: 4868 WPKT Original Well Use: Monitor Original Drill Date: 2004-02-25 Plug Method: Pour in 3/8 bentonite chips when standing water in well is less than 100 feet depth,cement top 2 feet Plug Date: 2005-02-22 Variance#: Not Reported Company Name: Handex Plugger Name: Doug Mick Driller License: 54997 Apprentice Reg#: Not Reported Comments: No Data Comments: Not Reported TC6492348.2s Page A-58 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Details Reports For: Plug Bore Hole Diameter: 4 Top Depth: Not Reported Bottom Depth: 30 Details Reports For: Plug Casing Top Depth: 0 Bottom Depth: 30 Diameter: 4 Details Reports For: Plug Range Top Depth: 0 Bottom Depth: 30 Plug Seal: 3 Amount: Not Reported Unit: Not Reported 162 NW TX WELLS TXPLU5000093597 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Plugged) Plugging Rpt#: 22882 Well Type: Monitor Borehole Depth(ft): 30 Well Report#: Not Reported Details Reports For: Plug Data Submitted Date: 2005-03-07 Owner Name: Coastal Mart,Inc Well#: MW-6 #Wells Plugged: Not Reported Elevation: Not Reported Original Company Name: Not Reported Original Driller: James Neal Original License#: 4868 WPKT Original Well Use: Monitor Original Drill Date: 2002-05-08 Plug Method: Pour in 3/8 bentonite chips when standing water in well is less than 100 feet depth,cement top 2 feet Plug Date: 2005-02-22 Variance#: Not Reported Company Name: Handex Plugger Name: Doug Mick Driller License: 54997 Apprentice Reg#: Not Reported Comments: No Data Comments: Not Reported Details Reports For: Plug Bore Hole Diameter: 4 Top Depth: Not Reported Bottom Depth: 30 Details Reports For: Plug Casing Top Depth: 0 Bottom Depth: 30 Diameter: 4 Details Reports For: Plug Range Top Depth: 0 Bottom Depth: 30 Plug Seal: 3 Amount: Not Reported Unit: Not Reported 163 NW TX WELLS TXPLU5000093596 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Plugged) Plugging Rpt#: 22881 Well Type: Monitor Borehole Depth(ft): 32.5 Well Report#: Not Reported TC6492348.2s Page A-59 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Details Reports For: Plug Data Submitted Date: 2005-03-07 Owner Name: Coastal Mart,Inc Well#: MW-4 #Wells Plugged: Not Reported Elevation: Not Reported Original Company Name: Not Reported Original Driller: James Neal Original License#: 4868 WPKT Original Well Use: Monitor Original Drill Date: 2002-05-08 Plug Method: Pour in 3/8 bentonite chips when standing water in well is less than 100 feet depth,cement top 2 feet Plug Date: 2005-02-22 Variance#: Not Reported Company Name: Handex Plugger Name: Doug Mick Driller License: 54997 Apprentice Reg#: Not Reported Comments: No Data Comments: Not Reported Details Reports For: Plug Bore Hole Diameter: 4 Top Depth: Not Reported Bottom Depth: 33 Details Reports For: Plug Casing Top Depth: 0 Bottom Depth: 33 Diameter: 4 Details Reports For: Plug Range Top Depth: 0 Bottom Depth: 33 Plug Seal: 3 Amount: Not Reported Unit: Not Reported J64 SSE TX WELLS TXMON5000379307 1/2-1 Mile Lower Database: Submitted Drillers Reports Database(Monitoring) Well Rpt#: 384663 Well Type: New Well Proposed Use: Monitor Borehole Depth(ft): 20.25 Injurious Water Quality: no Plugging Rpt#: 148805 Submitted Date: 2014-12-31 Owner Name: MrAman Ullah Well#: TMW-1/B-1 #Wells Drilled: Not Reported Elevation: Not Reported Type of Work: New Well Work Type Desc: Not Reported Original Well Rpt Track#: Not Reported Proposed Use: Monitor Proposed Use Desc: Not Reported TCEQ Approved Plans: Not Reported PWS#: Not Reported Drill Start Date: 2014-12-19 Drill End Date: 2014-12-19 Seal Method: Unknown Seal Method Desc: Not Reported Dist to Septic/Other Contam: Not Reported Distance to Septic Tank: Not Reported Dist to Property Line: Not Reported Distance Verify Meth: Not Reported Approved by Variance: Not Reported Sealed by Driller: No Sealed by Name: Not Reported Surface Completion: Unknown Surf Complete Desc: Not Reported Completed by Driller: Not Reported Pump Type: Not Reported Pump Type Desc: Not Reported Pump Depth: Not Reported Chemical Analysis: No Injurious Water: No Company Name: EnviroCore,Inc. Driller Name: Craig Schena Comments: Not Reported Plugged within 48 hrs: Yes Plugging Rpt Tracking#: 148805 Driller License#: 4694 Apprentice Reg#: Not Reported Details Reports For: Well Bore Hole Diameter: 2 Top Depth: 0 Bottom Depth: 20 TC6492348.2s Page A-60 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Details Reports For: Well Drilling Method Drill Method: Direct Push Details Reports For: Well Completion Borehole Completion: Unknown Details Reports For: Well Seal Range Top Depth: 0 Bottom Depth: 4 Annular Seal: 1.0/bentonite Amount: Not Reported Unit: Not Reported Details Reports For: Well Seal Range Top Depth: 4 Bottom Depth: 20 Annular Seal: 1.0/sand Amount: Not Reported Unit: Not Reported Details Reports For: Well Plugback Top Depth: Not Reported Bottom Depth: Not Reported Migrated Sort#: 1 Plugback: 0.0-0.0 20.0-0.0 1.0/bentonite Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 0 Bottom Depth: 6.3 Lithology: silty clay; brown Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 6.3 Bottom Depth: 7.3 Lithology: clay;light gray Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 7.3 Bottom Depth: 11 Lithology: silty clay; light gray Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 11 Bottom Depth: 20 Lithology: clay;light brown Details Reports For: Well Casing Migrated Sort#: 1 Top Depth: Not Reported Bottom Depth: Not Reported Migrated Casing Info: 1.0 new pvc screen 20.0-10.0.010 Diameter: Not Reported Casing Status: Not Reported Casing Material: Not Reported Casing Type: Not Reported Schedule: Not Reported Gauge: Not Reported Details Reports For: Well Casing Migrated Sort#: 2 Top Depth: Not Reported Bottom Depth: Not Reported Migrated Casing Info: 1.0 new pvc riser 10.0-.025 sch40 Diameter: Not Reported Casing Status: Not Reported Casing Material: Not Reported Casing Type: Not Reported Schedule: Not Reported Gauge: Not Reported TC6492348.2s Page A-61 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number J65 SSE TX WELLS TXPLU5000146760 1/2-1 Mile Lower Database: Submitted Drillers Reports Database(Plugged) Plugging Rpt#: 148805 Well Type: Monitor Borehole Depth(ft): 20.25 Well Report#: 384663 Details Reports For: Plug Data Submitted Date: 2014-12-31 Owner Name: Mr Aman Ullah Well#: TMW-1/B-1 #Wells Plugged: Not Reported Elevation: Not Reported Original Company Name: EnviroCore, Inc. Original Driller: Craig Schena Original License#: 4694 Original Well Use: Monitor Original Drill Date: 2014-12-19 Plug Method: Unknown Plug Date: 2014-12-19 Variance#: Not Reported Company Name: EnviroCore, Inc. Plugger Name: Craig Schena Driller License: 4694 Apprentice Reg#: Not Reported Comments: Not Reported Comments: Not Reported Details Reports For: Plug Bore Hole Diameter: 2 Top Depth: 0 Bottom Depth: 20 Details Reports For: Plug Range Top Depth: Not Reported Bottom Depth: Not Reported Plug Seal: 0.0-0.0 20.0-0.0 1.0/bentonite Amount: Not Reported Unit: Not Reported J66 SSE TX WELLS TXPLU5000032150 1/2-1 Mile Lower Database: Submitted Drillers Reports Database(Plugged) Plugging Rpt#: 102224 Well Type: Monitor Borehole Depth(ft): 20 Well Report#: Not Reported Details Reports For: Plug Data Submitted Date: 2015-05-13 Owner Name: Mr.Aman Ullah Well#: MW-2 #Wells Plugged: Not Reported Elevation: Not Reported Original Company Name: Not Reported Original Driller: Not Reported Original License#: Not Reported Original Well Use: Monitor Original Drill Date: Not Reported Plug Method: Pour in 3/8 bentonite chips when standing water in well is less than 100 feet depth,cement top 2 feet Plug Date: 2015-05-08 Variance#: Not Reported Company Name: EnviroCore, Inc. Plugger Name: Craig Schena Driller License: 4694 Apprentice Reg#: Not Reported Comments: No Data Comments: Not Reported Details Reports For: Plug Bore Hole Diameter: 10 Top Depth: Not Reported Bottom Depth: 20 TC6492348.2s Page A-62 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Details Reports For: Plug Casing Top Depth: 0 Bottom Depth: 0 Diameter: 4 Details Reports For: Plug Range Top Depth: 0 Bottom Depth: 20 Plug Seal: 2.0/bentonite Amount: Not Reported Unit: Not Reported J67 SSE TX WELLS TXPLU5000032149 1/2-1 Mile Lower Database: Submitted Drillers Reports Database(Plugged) Plugging Rpt#: 102223 Well Type: Monitor Borehole Depth(ft): 20 Well Report#: Not Reported Details Reports For: Plug Data Submitted Date: 2015-05-13 Owner Name: Mr.Aman Ullah Well#: MW-1 #Wells Plugged: Not Reported Elevation: Not Reported Original Company Name: Not Reported Original Driller: Not Reported Original License#: Not Reported Original Well Use: Monitor Original Drill Date: Not Reported Plug Method: Pour in 3/8 bentonite chips when standing water in well is less than 100 feet depth,cement top 2 feet Plug Date: 2015-05-08 Variance#: Not Reported Company Name: EnviroCore,Inc. Plugger Name: Craig Schena Driller License: 4694 Apprentice Reg#: Not Reported Comments: No Data Comments: Not Reported Details Reports For: Plug Bore Hole Diameter: 10 Top Depth: Not Reported Bottom Depth: 20 Details Reports For: Plug Casing Top Depth: 0 Bottom Depth: 0 Diameter: 4 Details Reports For: Plug Range Top Depth: 0 Bottom Depth: 20 Plug Seal: 2.0/bentonite Amount: Not Reported Unit: Not Reported J68 SSE TX WELLS TXMON5000384351 1/2-1 Mile Lower Database: Submitted Drillers Reports Database(Monitoring) Well Rpt#: 389850 Well Type: New Well Proposed Use: Monitor Borehole Depth(ft): 20 Injurious Water Quality: no Plugging Rpt#: 102227 Submitted Date: 2015-03-05 Owner Name: MrAman Ullah Well#: MW-5 #Wells Drilled: Not Reported Elevation: Not Reported Type of Work: New Well TC6492348.2s Page A-63 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Work Type Desc: Not Reported Original Well Rpt Track#: Not Reported Proposed Use: Monitor Proposed Use Desc: Not Reported TCEQ Approved Plans: Not Reported PWS#: Not Reported Drill Start Date: 2015-02-26 Drill End Date: 2015-02-26 Seal Method: Hand Mixed Seal Method Desc: Not Reported Dist to Septic/Other Contam: Not Reported Distance to Septic Tank: Not Reported Dist to Property Line: Not Reported Distance Verify Meth: Not Reported Approved by Variance: Not Reported Sealed by Driller: No Sealed by Name: ECI Surface Completion: Surface Slab Installed Surf Complete Desc: Not Reported Completed by Driller: Not Reported Pump Type: Not Reported Pump Type Desc: Not Reported Pump Depth: Not Reported Chemical Analysis: No Injurious Water: No Company Name: EnviroCore,Inc. Driller Name: Craig Schena Comments: Not Reported Plugged within 48 hrs: No Plugging Rpt Tracking#: 102227 Driller License#: 4694 Apprentice Reg#: Not Reported Details Reports For: Well Bore Hole Diameter: 8 Top Depth: 0 Bottom Depth: 20 Details Reports For: Well Drilling Method Drill Method: Hollow Stem Auger Details Reports For: Well Completion Borehole Completion: Other-16/30 silica sand Details Reports For: Well Seal Range Top Depth: 4 Bottom Depth: 20 Annular Seal: 6.5 sand Amount: Not Reported Unit: Not Reported Details Reports For: Well Seal Range Top Depth: 0 Bottom Depth: 3 Annular Seal: 3.5 cement Amount: Not Reported Unit: Not Reported Details Reports For: Well Seal Range Top Depth: 3 Bottom Depth: 4 Annular Seal: 1.5/bentonite Amount: Not Reported Unit: Not Reported Details Reports For: Well Levels Measurement: 8.6899999999999995 Measurement Date: 2015-02-26 Artesian Flow: Not Reported Measurement Method: Unknown Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 0 Bottom Depth: 4 Lithology: silty clay; brown Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 4 Bottom Depth: 7 Lithology: clay;dark gray Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 7 Bottom Depth: 14 Lithology: silty clay; light gray TC6492348.2s Page A-64 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 14 Bottom Depth: 20 Lithology: clay;light brown Details Reports For: Well Casing Migrated Sort#: 1 Top Depth: Not Reported Bottom Depth: Not Reported Migrated Casing Info: 2.0 new PVC screen 20.0-10.0.010 Diameter: Not Reported Casing Status: Not Reported Casing Material: Not Reported Casing Type: Not Reported Schedule: Not Reported Gauge: Not Reported Details Reports For: Well Casing Migrated Sort#: 2 Top Depth: Not Reported Bottom Depth: Not Reported Migrated Casing Info: 2.0 new PVC riser 10.0-0.0 SCH40 Diameter: Not Reported Casing Status: Not Reported Casing Material: Not Reported Casing Type: Not Reported Schedule: Not Reported Gauge: Not Reported J69 SSE TX WELLS TXPLU5000032164 1/2-1 Mile Lower Database: Submitted Drillers Reports Database(Plugged) Plugging Rpt#: 102226 Well Type: Monitor Borehole Depth(ft): 20 Well Report#: Not Reported Details Reports For: Plug Data Submitted Date: 2015-05-13 Owner Name: Mr.Aman Ullah Well#: MW-4 #Wells Plugged: Not Reported Elevation: Not Reported Original Company Name: Not Reported Original Driller: Not Reported Original License#: Not Reported Original Well Use: Monitor Original Drill Date: Not Reported Plug Method: Pour in 3/8 bentonite chips when standing water in well is less than 100 feet depth,cement top 2 feet Plug Date: 2015-05-08 Variance#: Not Reported Company Name: EnviroCore,Inc. Plugger Name: Craig Schena Driller License: 4694 Apprentice Reg#: Not Reported Comments: No Data Comments: Not Reported Details Reports For: Plug Bore Hole Diameter: 10 Top Depth: Not Reported Bottom Depth: 20 Details Reports For: Plug Casing Top Depth: 0 Bottom Depth: 0 Diameter: 4 Details Reports For: Plug Range Top Depth: 0 Bottom Depth: 20 Plug Seal: 2.0/bentonite Amount: Not Reported Unit: Not Reported TC6492348.2s Page A-65 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number J70 SSE TX WELLS TXPLU5000032158 1/2-1 Mile Lower Database: Submitted Drillers Reports Database(Plugged) Plugging Rpt#: 102227 Well Type: Monitor Borehole Depth(ft): 20 Well Report#: 389850 Details Reports For: Plug Data Submitted Date: 2015-05-13 Owner Name: Mr.Aman Ullah Well#: MW-5 #Wells Plugged: Not Reported Elevation: Not Reported Original Company Name: Not Reported Original Driller: Craig Schena Original License#: 4694 Original Well Use: Monitor Original Drill Date: 2015-02-26 Plug Method: Pour in 3/8 bentonite chips when standing water in well is less than 100 feet depth,cement top 2 feet Plug Date: 2015-05-08 Variance#: Not Reported Company Name: EnviroCore, Inc. Plugger Name: Craig Schena Driller License: 4694 Apprentice Reg#: Not Reported Comments: No Data Comments: Not Reported Details Reports For: Plug Bore Hole Diameter: 8 Top Depth: Not Reported Bottom Depth: 20 Details Reports For: Plug Casing Top Depth: 0 Bottom Depth: 0 Diameter: 2 Details Reports For: Plug Range Top Depth: 0 Bottom Depth: 20 Plug Seal: 1.0/bentonite Amount: Not Reported Unit: Not Reported J71 SSE TX WELLS TXPLU5000032157 1/2-1 Mile Lower Database: Submitted Drillers Reports Database(Plugged) Plugging Rpt#: 102225 Well Type: Monitor Borehole Depth(ft): 20 Well Report#: Not Reported Details Reports For: Plug Data Submitted Date: 2015-05-13 Owner Name: Mr.Aman Ullah Well#: MW-3 #Wells Plugged: Not Reported Elevation: Not Reported Original Company Name: Not Reported Original Driller: Not Reported Original License#: Not Reported Original Well Use: Monitor Original Drill Date: Not Reported Plug Method: Pour in 3/8 bentonite chips when standing water in well is less than 100 feet depth,cement top 2 feet Plug Date: 2015-05-08 Variance#: Not Reported Company Name: EnviroCore, Inc. Plugger Name: Craig Schena Driller License: 4694 Apprentice Reg#: Not Reported Comments: No Data Comments: Not Reported TC6492348.2s Page A-66 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Details Reports For: Plug Bore Hole Diameter: 10 Top Depth: Not Reported Bottom Depth: 20 Details Reports For: Plug Casing Top Depth: 0 Bottom Depth: 0 Diameter: 4 Details Reports For: Plug Range Top Depth: 0 Bottom Depth: 20 Plug Seal: 2.0/bentonite Amount: Not Reported Unit: Not Reported K72 WNW TX WELLS TXMON5000275324 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Monitoring) Well Rpt#: 279163 Well Type: New Well Proposed Use: Monitor Borehole Depth(ft): 33 Injurious Water Quality: no Plugging Rpt#: Not Reported Submitted Date: 2012-02-16 Owner Name: Lillie Valenta Well#: MW-2 #Wells Drilled: Not Reported Elevation: Not Reported Type of Work: New Well Work Type Desc: Not Reported Original Well Rpt Track#: Not Reported Proposed Use: Monitor Proposed Use Desc: Not Reported TCEQ Approved Plans: Not Reported PWS#: Not Reported Drill Start Date: 2012-02-14 Drill End Date: 2012-02-14 Seal Method: Hand Mixed Seal Method Desc: Not Reported Dist to Septic/Other Contam: Not Reported Distance to Septic Tank: Not Reported Dist to Property Line: Not Reported Distance Verify Meth: Not Reported Approved by Variance: Not Reported Sealed by Driller: Yes Sealed by Name: Not Reported Surface Completion: Surface Slab Installed Surf Complete Desc: Not Reported Completed by Driller: Not Reported Pump Type: Not Reported Pump Type Desc: Not Reported Pump Depth: Not Reported Chemical Analysis: No Injurious Water: No Company Name: Vortex Drilling,Inc. Driller Name: Robert Joiner Comments: Not Reported Plugged within 48 hrs: No Plugging Rpt Tracking#: Not Reported Driller License#: 54776 Apprentice Reg#: Not Reported Details Reports For: Well Bore Hole Diameter: 7.25 Top Depth: 0 Bottom Depth: 33 Details Reports For: Well Drilling Method Drill Method: Hollow Stem Auger Details Reports For: Well Completion Borehole Completion: Filter Packed Details Reports For: Well Filter Filter Material: Gravel Top Depth: 6 Bottom Depth: 33 Size: 12/20 Details Reports For: Well Seal Range Top Depth: 2 TC6492348.2s Page A-67 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Bottom Depth: 6 Annular Seal: 1.50 Bentonite Amount: Not Reported Unit: Not Reported Details Reports For: Well Seal Range Top Depth: 0 Bottom Depth: 2 Annular Seal: 1 Cement Amount: Not Reported Unit: Not Reported Details Reports For: Well Levels Measurement: 23 Measurement Date: 2012-02-14 Artesian Flow: Not Reported Measurement Method: Unknown Details Reports For: Well Packers Migrated Sort#: 1 Packers: N/A Depth: Not Reported Details Reports For: Well Plugback Top Depth: Not Reported Bottom Depth: Not Reported Migrated Sort#: 1 Plugback: N/A Details Reports For: Well Strata Migrated Strata Depth: 23 Top Depth: Not Reported Bottom Depth: Not Reported Water Type: Non-Potable Details Reports For: Well Lithology Migrated Sort#: 1 Top Depth: Not Reported Bottom Depth: Not Reported Lithology: 0-2 Topsoil-6"over base material Details Reports For: Well Lithology Migrated Sort#: 2 Top Depth: Not Reported Bottom Depth: Not Reported Lithology: 2-7.5 Clay,silty,hard,lt.moisture,dk.gray w/minor Details Reports For: Well Lithology Migrated Sort#: 3 Top Depth: Not Reported Bottom Depth: Not Reported Lithology: calcar.concretions,roots Details Reports For: Well Lithology Migrated Sort#: 4 Top Depth: Not Reported Bottom Depth: Not Reported Lithology: 7.5-10 Silt,sandy,clayey,stiff,lt.moisture,beige Details Reports For: Well Lithology Migrated Sort#: 5 Top Depth: Not Reported Bottom Depth: Not Reported Lithology: 10-23 Clay,v.sandy,med.stiff,moist,ol ive gray, Details Reports For: Well Lithology Migrated Sort#: 6 Top Depth: Not Reported Bottom Depth: Not Reported Lithology: calcar.deposits @20-23 Details Reports For: Well Lithology Migrated Sort#: 7 Top Depth: Not Reported Bottom Depth: Not Reported Lithology: 23-30 Sand,silty,loose/dense,round,wet,olive TC6492348.2s Page A-68 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Details Reports For: Well Lithology Migrated Sort#: 8 Top Depth: Not Reported Bottom Depth: Not Reported Lithology: gray Details Reports For: Well Lithology Migrated Sort#: 9 Top Depth: Not Reported Bottom Depth: Not Reported Lithology: 30-33 Clay,v.sa ndy,soft,wet,ta n Details Reports For: Well Casing Migrated Sort#: 1 Top Depth: Not Reported Bottom Depth: Not Reported Migrated Casing Info: 2 New Schedule 40 PVC.010 33-8 Screen Diameter: Not Reported Casing Status: Not Reported Casing Material: Not Reported Casing Type: Not Reported Schedule: Not Reported Gauge: Not Reported Details Reports For: Well Casing Migrated Sort#: 2 Top Depth: Not Reported Bottom Depth: Not Reported Migrated Casing Info: 2 New Schedule 40 PVC 8-0 Riser Diameter: Not Reported Casing Status: Not Reported Casing Material: Not Reported Casing Type: Not Reported Schedule: Not Reported Gauge: Not Reported Details Reports For: Well Casing Migrated Sort#: 3 Top Depth: Not Reported Bottom Depth: Not Reported Migrated Casing Info: 2 New Top Cap Diameter: Not Reported Casing Status: Not Reported Casing Material: Not Reported Casing Type: Not Reported Schedule: Not Reported Gauge: Not Reported Details Reports For: Well Casing Migrated Sort#: 4 Top Depth: Not Reported Bottom Depth: Not Reported Migrated Casing Info: 2 New Bottom Cap Diameter: Not Reported Casing Status: Not Reported Casing Material: Not Reported Casing Type: Not Reported Schedule: Not Reported Gauge: Not Reported K73 WNW TX WELLS TXMON5000275327 112-1 Mile Higher Database: Submitted Drillers Reports Database(Monitoring) Well Rpt#: 279166 Well Type: New Well Proposed Use: Monitor Borehole Depth(ft): 30 Injurious Water Quality: no Plugging Rpt#: Not Reported Submitted Date: 2012-02-16 Owner Name: Lillie Valenta Well#: MW-3 #Wells Drilled: Not Reported Elevation: Not Reported Type of Work: New Well Work Type Desc: Not Reported Original Well Rpt Track#: Not Reported Proposed Use: Monitor Proposed Use Desc: Not Reported TCEQ Approved Plans: Not Reported PWS#: Not Reported Drill Start Date: 2012-02-14 Drill End Date: 2012-02-14 Seal Method: Hand Mixed Seal Method Desc: Not Reported TC6492348.2s Page A-69 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Dist to Septic/Other Contam: Not Reported Distance to Septic Tank: Not Reported Dist to Property Line: Not Reported Distance Verify Meth: Not Reported Approved by Variance: Not Reported Sealed by Driller: Yes Sealed by Name: Not Reported Surface Completion: Surface Slab Installed Surf Complete Desc: Not Reported Completed by Driller: Not Reported Pump Type: Not Reported Pump Type Desc: Not Reported Pump Depth: Not Reported Chemical Analysis: No Injurious Water: No Company Name: Vortex Drilling,Inc. Driller Name: Robert Joiner Comments: Not Reported Plugged within 48 hrs: No Plugging Rpt Tracking#: Not Reported Driller License#: 54776 Apprentice Reg#: Not Reported Details Reports For: Well Bore Hole Diameter: 7.25 Top Depth: 0 Bottom Depth: 30 Details Reports For: Well Drilling Method Drill Method: Hollow Stem Auger Details Reports For: Well Completion Borehole Completion: Filter Packed Details Reports For: Well Filter Filter Material: Gravel Top Depth: 4 Bottom Depth: 30 Size: 12/20 Details Reports For: Well Seal Range Top Depth: 0 Bottom Depth: 2 Annular Seal: 1 Cement Amount: Not Reported Unit: Not Reported Details Reports For: Well Seal Range Top Depth: 2 Bottom Depth: 4 Annular Seal: 1 Bentonite Amount: Not Reported Unit: Not Reported Details Reports For: Well Levels Measurement: 20 Measurement Date: 2012-02-14 Artesian Flow: Not Reported Measurement Method: Unknown Details Reports For: Well Packers Migrated Sort#: 1 Packers: N/A Depth: Not Reported Details Reports For: Well Plugback Top Depth: Not Reported Bottom Depth: Not Reported Migrated Sort#: 1 Plugback: N/A Details Reports For: Well Strata Migrated Strata Depth: 20 Top Depth: Not Reported Bottom Depth: Not Reported Water Type: Non-Potable Details Reports For: Well Lithology Migrated Sort#: 1 Top Depth: Not Reported Bottom Depth: Not Reported Lithology: 0-2 Topsoil,grass,roots TC6492348.2s Page A-70 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Details Reports For: Well Lithology Migrated Sort#: 2 Top Depth: Not Reported Bottom Depth: Not Reported Lithology: 2-6 Clay,silty,hard,lt.moisture,dk.gray w/minor Details Reports For: Well Lithology Migrated Sort#: 3 Top Depth: Not Reported Bottom Depth: Not Reported Lithology: calcar.concretions,roots Details Reports For: Well Lithology Migrated Sort#: 4 Top Depth: Not Reported Bottom Depth: Not Reported Lithology: 6-10 Si It,sandy,dense,moist,beige Details Reports For: Well Lithology Migrated Sort#: 5 Top Depth: Not Reported Bottom Depth: Not Reported Lithology: 10-13 Clay,sl.sandy,med.stiff,moist,olive gray w/ Details Reports For: Well Lithology Migrated Sort#: 6 Top Depth: Not Reported Bottom Depth: Not Reported Lithology: block staining Details Reports For: Well Lithology Migrated Sort#: 7 Top Depth: Not Reported Bottom Depth: Not Reported Lithology: 13-15 Clay,v.sandy,med.stiff,moist,blk. Details Reports For: Well Lithology Migrated Sort#: 8 Top Depth: Not Reported Bottom Depth: Not Reported Lithology: 15-20 Clay,v.sandy,med.stiff,moist,ol ive gray w/ Details Reports For: Well Lithology Migrated Sort#: 9 Top Depth: Not Reported Bottom Depth: Not Reported Lithology: blk.staining,calcar.deposits Details Reports For: Well Lithology Migrated Sort#: 10 Top Depth: Not Reported Bottom Depth: Not Reported Lithology: 20-30 Sand,loose/dense,wet,beige,bl k.@24, Details Reports For: Well Lithology Migrated Sort#: 11 Top Depth: Not Reported Bottom Depth: Not Reported Lithology: @28-30 tan Details Reports For: Well Casing Migrated Sort#: 1 Top Depth: Not Reported Bottom Depth: Not Reported Migrated Casing Info: 2 New Schedule 40 PVC.010 30-5 Screen Diameter: Not Reported Casing Status: Not Reported Casing Material: Not Reported Casing Type: Not Reported Schedule: Not Reported Gauge: Not Reported Details Reports For: Well Casing Migrated Sort#: 2 Top Depth: Not Reported Bottom Depth: Not Reported Migrated Casing Info: 2 New Schedule 40 PVC 5-0 Riser Diameter: Not Reported Casing Status: Not Reported TC6492348.2s Page A-71 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Casing Material: Not Reported Casing Type: Not Reported Schedule: Not Reported Gauge: Not Reported Details Reports For: Well Casing Migrated Sort#: 3 Top Depth: Not Reported Bottom Depth: Not Reported Migrated Casing Info: 2 New Top Cap Diameter: Not Reported Casing Status: Not Reported Casing Material: Not Reported Casing Type: Not Reported Schedule: Not Reported Gauge: Not Reported Details Reports For: Well Casing Migrated Sort#: 4 Top Depth: Not Reported Bottom Depth: Not Reported Migrated Casing Info: 2 New Bottom Cap Diameter: Not Reported Casing Status: Not Reported Casing Material: Not Reported Casing Type: Not Reported Schedule: Not Reported Gauge: Not Reported K74 WNW TX WELLS TXMON5000406391 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Monitoring) Well Rpt#: 412648 Well Type: New Well Proposed Use: Monitor Borehole Depth(ft): 30 Injurious Water Quality: no Plugging Rpt#: Not Reported Submitted Date: 2016-01-11 Owner Name: Lillie Valenta Well#: MW-5 #Wells Drilled: 1 Elevation: Not Reported Type of Work: New Well Work Type Desc: Not Reported Original Well Rpt Track#: Not Reported Proposed Use: Monitor Proposed Use Desc: Not Reported TCEQ Approved Plans: Not Reported PWS#: Not Reported Drill Start Date: 2016-01-04 Drill End Date: 2016-01-04 Seal Method: Hand Mixed Seal Method Desc: Not Reported Dist to Septic/Other Contam: Not Reported Distance to Septic Tank: Not Reported Dist to Property Line: Not Reported Distance Verify Meth: Not Reported Approved by Variance: Not Reported Sealed by Driller: Yes Sealed by Name: Not Reported Surface Completion: Surface Slab Installed Surf Complete Desc: Not Reported Completed by Driller: Yes Pump Type: Not Reported Pump Type Desc: Not Reported Pump Depth: Not Reported Chemical Analysis: No Injurious Water: No Company Name: Vortex Drilling Inc Driller Name: Robert Joiner Comments: Not Reported Plugged within 48 hrs: No Plugging Rpt Tracking#: Not Reported Driller License#: 54776 Apprentice Reg#: Not Reported Details Reports For: Well Bore Hole Diameter: 7.25 Top Depth: 0 Bottom Depth: 30 Details Reports For: Well Drilling Method Drill Method: Hollow Stem Auger Details Reports For: Well Completion Borehole Completion: Filter Packed TC6492348.2s Page A-72 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Details Reports For: Well Filter Filter Material: Sand Top Depth: 8 Bottom Depth: 30 Size: 12/20 Details Reports For: Well Seal Range Top Depth: 2 Bottom Depth: 8 Annular Seal: Bentonite Amount: 3 Unit: Bags/Sacks Details Reports For: Well Seal Range Top Depth: 0 Bottom Depth: 2 Annular Seal: Concrete Amount: 0.88100000000000001 Unit: Bags/Sacks Details Reports For: Well Levels Measurement: 20 Measurement Date: 2016-01-04 Artesian Flow: Not Reported Measurement Method: Not Reported Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 0 Bottom Depth: 2 Lithology: Topsoil,grass,weeds,overlying road base Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 2 Bottom Depth: 8.5 Lithology: Clay,silty,stiff, moist,gray Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 8.5 Bottom Depth: 13 Lithology: Clay,very silty,stiff,moist,yellowish gray,with crystalline material Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 13 Bottom Depth: 16 Lithology: Clay,very silty,stiff,moist,grayish brown,with occasional crystalline material Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 16 Bottom Depth: 20 Lithology: Clay,silty,stiff, moist, brownish gray Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 20 Bottom Depth: 22 Lithology: Clay,silty,wet, brownish gray Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 22 Bottom Depth: 30 Lithology: Sand,fine grain,dense,wet,grayish brown Details Reports For: Well Casing Migrated Sort#: 0 Top Depth: Not Reported Bottom Depth: Not Reported Migrated Casing Info: Not Reported Diameter: 2 Casing Status: New Casing Material: Plastic(PVC) Casing Type: Other-Top Cap(Locking) Schedule: 40 Gauge: Not Reported TC6492348.2s Page A-73 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Details Reports For: Well Casing Migrated Sort#: 0 Top Depth: Not Reported Bottom Depth: Not Reported Migrated Casing Info: Not Reported Diameter: 2 Casing Status: New Casing Material: Plastic(PVC) Casing Type: Other-Bottom Cap Schedule: 40 Gauge: Not Reported Details Reports For: Well Casing Migrated Sort#: 0 Top Depth: 0 Bottom Depth: 10 Migrated Casing Info: Not Reported Diameter: 2 Casing Status: New Casing Material: Plastic(PVC) Casing Type: Riser Schedule: 40 Gauge: Not Reported Details Reports For: Well Casing Migrated Sort#: 0 Top Depth: 10 Bottom Depth: 30 Migrated Casing Info: Not Reported Diameter: 2 Casing Status: New Casing Material: Plastic(PVC) Casing Type: Screen Schedule: 40 Gauge: 0.01 K75 WNW TX WELLS TXMON5000275320 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Monitoring) Well Rpt#: 279159 Well Type: New Well Proposed Use: Monitor Borehole Depth(ft): 33 Injurious Water Quality: no Plugging Rpt#: Not Reported Submitted Date: 2012-02-16 Owner Name: Lillie Valenta Well#: MW-1 #Wells Drilled: Not Reported Elevation: Not Reported Type of Work: New Well Work Type Desc: Not Reported Original Well Rpt Track#: Not Reported Proposed Use: Monitor Proposed Use Desc: Not Reported TCEQ Approved Plans: Not Reported PWS#: Not Reported Drill Start Date: 2012-02-13 Drill End Date: 2012-02-13 Seal Method: Hand Mixed Seal Method Desc: Not Reported Dist to Septic/Other Contam: Not Reported Distance to Septic Tank: Not Reported Dist to Property Line: Not Reported Distance Verify Meth: Not Reported Approved by Variance: Not Reported Sealed by Driller: Yes Sealed by Name: Not Reported Surface Completion: Alternative Procedure Used Surf Complete Desc: Not Reported Completed by Driller: Not Reported Pump Type: Not Reported Pump Type Desc: Not Reported Pump Depth: Not Reported Chemical Analysis: No Injurious Water: No Company Name: Vortex Drilling,Inc. Driller Name: Robert Joiner Comments: Not Reported Plugged within 48 hrs: No Plugging Rpt Tracking#: Not Reported Driller License#: 54776 Apprentice Reg#: Not Reported Details Reports For: Well Bore Hole Diameter: 7.25 Top Depth: 0 Bottom Depth: 33 Details Reports For: Well Drilling Method Drill Method: Hollow Stem Auger TC6492348.2s Page A-74 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Details Reports For: Well Completion Borehole Completion: Filter Packed Details Reports For: Well Filter Filter Material: Gravel Top Depth: 6 Bottom Depth: 33 Size: 12/20 Details Reports For: Well Seal Range Top Depth: 2 Bottom Depth: 6 Annular Seal: 1.50 Bentonite Amount: Not Reported Unit: Not Reported Details Reports For: Well Seal Range Top Depth: 0 Bottom Depth: 2 Annular Seal: 1 Cement Amount: Not Reported Unit: Not Reported Details Reports For: Well Levels Measurement: 23 Measurement Date: 2012-02-13 Artesian Flow: Not Reported Measurement Method: Unknown Details Reports For: Well Packers Migrated Sort#: 1 Packers: N/A Depth: Not Reported Details Reports For: Well Plugback Top Depth: Not Reported Bottom Depth: Not Reported Migrated Sort#: 1 Plugback: N/A Details Reports For: Well Strata Migrated Strata Depth: 23 Top Depth: Not Reported Bottom Depth: Not Reported Water Type: Non-Potable Details Reports For: Well Lithology Migrated Sort#: 1 Top Depth: Not Reported Bottom Depth: Not Reported Lithology: 0-2 Fill material,clay,asphalt,shell fragments Details Reports For: Well Lithology Migrated Sort#: 2 Top Depth: Not Reported Bottom Depth: Not Reported Lithology: 2-2.5 San dy,clayey,dense,moist,beige Details Reports For: Well Lithology Migrated Sort#: 3 Top Depth: Not Reported Bottom Depth: Not Reported Lithology: 2.5-7 Clay,silty,hard,lt.moisture,d k.gray w/calcar. Details Reports For: Well Lithology Migrated Sort#: 4 Top Depth: Not Reported Bottom Depth: Not Reported Lithology: concretions,roots Details Reports For: Well Lithology Migrated Sort#: 5 Top Depth: Not Reported Bottom Depth: Not Reported Lithology: 7-10.5 Silt,v.cl ayey,stiff,lt.moisture beige w/calcar. TC6492348.2s Page A-75 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Details Reports For: Well Lithology Migrated Sort#: 6 Top Depth: Not Reported Bottom Depth: Not Reported Lithology: deposits and crystals Details Reports For: Well Lithology Migrated Sort#: 7 Top Depth: Not Reported Bottom Depth: Not Reported Lithology: 10.5-23 Clay,v.sandy,med.stiff,moist,olive gray Details Reports For: Well Lithology Migrated Sort#: 8 Top Depth: Not Reported Bottom Depth: Not Reported Lithology: w/minor white and rounded blk.deposits Details Reports For: Well Lithology Migrated Sort#: 9 Top Depth: Not Reported Bottom Depth: Not Reported Lithology: 23-33 Sand fine grain,rounded,dense,wet,gray, Details Reports For: Well Lithology Migrated Sort#: 10 Top Depth: Not Reported Bottom Depth: Not Reported Lithology: @31 and below tan Details Reports For: Well Casing Migrated Sort#: 1 Top Depth: Not Reported Bottom Depth: Not Reported Migrated Casing Info: 2 New Schedule 40 PVC.010 33-8 Screen Diameter: Not Reported Casing Status: Not Reported Casing Material: Not Reported Casing Type: Not Reported Schedule: Not Reported Gauge: Not Reported Details Reports For: Well Casing Migrated Sort#: 2 Top Depth: Not Reported Bottom Depth: Not Reported Migrated Casing Info: 2 New Schedule 40 PVC 8-0 Riser Diameter: Not Reported Casing Status: Not Reported Casing Material: Not Reported Casing Type: Not Reported Schedule: Not Reported Gauge: Not Reported Details Reports For: Well Casing Migrated Sort#: 3 Top Depth: Not Reported Bottom Depth: Not Reported Migrated Casing Info: 2 New Top Cap Diameter: Not Reported Casing Status: Not Reported Casing Material: Not Reported Casing Type: Not Reported Schedule: Not Reported Gauge: Not Reported Details Reports For: Well Casing Migrated Sort#: 4 Top Depth: Not Reported Bottom Depth: Not Reported Migrated Casing Info: 2 New Bottom Cap Diameter: Not Reported Casing Status: Not Reported Casing Material: Not Reported Casing Type: Not Reported Schedule: Not Reported Gauge: Not Reported TC6492348.2s Page A-76 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number K76 WNW TX WELLS TXMON5000398040 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Monitoring) Well Rpt#: 404134 Well Type: New Well Proposed Use: Monitor Borehole Depth(ft): 30 Injurious Water Quality: Not Reported Plugging Rpt#: Not Reported Submitted Date: 2015-09-09 Owner Name: Lillie Valenta Well#: MW-4 #Wells Drilled: Not Reported Elevation: Not Reported Type of Work: New Well Work Type Desc: Not Reported Original Well Rpt Track#: Not Reported Proposed Use: Monitor Proposed Use Desc: Not Reported TCEQ Approved Plans: Not Reported PWS#: Not Reported Drill Start Date: 2015-08-07 Drill End Date: 2015-08-07 Seal Method: Other-HAND Seal Method Desc: HAND Dist to Septic/Other Contam: Not Reported Distance to Septic Tank: Not Reported Dist to Property Line: Not Reported Distance Verify Meth: Not Reported Approved by Variance: Not Reported Sealed by Driller: Yes Sealed by Name: Not Reported Surface Completion: Surface Slab Installed Surf Complete Desc: Not Reported Completed by Driller: Not Reported Pump Type: Not Reported Pump Type Desc: Not Reported Pump Depth: Not Reported Chemical Analysis: Not Reported Injurious Water: Not Reported Company Name: Vortex Drilling Inc Driller Name: Heriberto Martinez Comments: Not Reported Plugged within 48 hrs: No Plugging Rpt Tracking#: Not Reported Driller License#: 59554 Apprentice Reg#: Not Reported Details Reports For: Well Bore Hole Diameter: 7.25 Top Depth: 0 Bottom Depth: 30 Details Reports For: Well Drilling Method Drill Method: Hollow Stem Auger Details Reports For: Well Completion Borehole Completion: Filter Packed Details Reports For: Well Filter Filter Material: Gravel Top Depth: 8 Bottom Depth: 30 Size: 12/20 Details Reports For: Well Seal Range Top Depth: 0 Bottom Depth: 2 Annular Seal: 1 Bag Concrete Amount: Not Reported Unit: Not Reported Details Reports For: Well Seal Range Top Depth: 2 Bottom Depth: 8 Annular Seal: 3 Bentonite Amount: Not Reported Unit: Not Reported Details Reports For: Well Levels Measurement: 22.5 Measurement Date: 2015-08-07 Artesian Flow: Not Reported Measurement Method: Unknown TC6492348.2s Page A-77 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Details Reports For: Well Strata Migrated Strata Depth: Not Reported Top Depth: Not Reported Bottom Depth: Not Reported Water Type: Non-Potable Details Reports For: Well Lithology Migrated Sort#: 1 Top Depth: Not Reported Bottom Depth: Not Reported Lithology: 0-2 Topsoil,grass,weeds,overlying road base Details Reports For: Well Lithology Migrated Sort#: 2 Top Depth: Not Reported Bottom Depth: Not Reported Lithology: 2-7.5 Clay,silty,stiff,moist,gray Details Reports For: Well Lithology Migrated Sort#: 3 Top Depth: Not Reported Bottom Depth: Not Reported Lithology: 7.5-10 Clay,very silty,stiff, moist grayish brown 10-18 Clay,silty very sandy,stiff, moist greenish gray with occasional calcareous concretions Details Reports For: Well Lithology Migrated Sort#: 4 Top Depth: Not Reported Bottom Depth: Not Reported Lithology: 18-22.5 Clay,silty,sandy,stiff,moist brownish gray Details Reports For: Well Lithology Migrated Sort#: 5 Top Depth: Not Reported Bottom Depth: Not Reported Lithology: 22.5-29.5 Sand fine grain,dense,wet,grayish brown, becoming dark gray @ 27-29.5 Details Reports For: Well Lithology Migrated Sort#: 6 Top Depth: Not Reported Bottom Depth: Not Reported Lithology: 29.5-30 Clay,slightly sand,stiff,very moist,grayish brown Details Reports For: Well Casing Migrated Sort#: 1 Top Depth: Not Reported Bottom Depth: Not Reported Migrated Casing Info: 2"NEW SCH 40 PVC.010 30'to 10'Screen Diameter: Not Reported Casing Status: Not Reported Casing Material: Not Reported Casing Type: Not Reported Schedule: Not Reported Gauge: Not Reported Details Reports For: Well Casing Migrated Sort#: 2 Top Depth: Not Reported Bottom Depth: Not Reported Migrated Casing Info: 2"NEW SCH 40 PVC 10'to 0 Riser Diameter: Not Reported Casing Status: Not Reported Casing Material: Not Reported Casing Type: Not Reported Schedule: Not Reported Gauge: Not Reported Details Reports For: Well Casing Migrated Sort#: 3 Top Depth: Not Reported Bottom Depth: Not Reported Migrated Casing Info: 2"NEW Top and Bottom Cap Diameter: Not Reported Casing Status: Not Reported Casing Material: Not Reported Casing Type: Not Reported Schedule: Not Reported Gauge: Not Reported TC6492348.2s Page A-78 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number L77 NNW TX WELLS TXMON5000136124 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Monitoring) Well Rpt#: 138359 Well Type: New Well Proposed Use: Monitor Borehole Depth(ft): 52 Injurious Water Quality: no Plugging Rpt#: Not Reported Submitted Date: 2008-04-03 Owner Name: TCEQ Well#: MW-4 #Wells Drilled: Not Reported Elevation: Not Reported Type of Work: New Well Work Type Desc: Not Reported Original Well Rpt Track#: Not Reported Proposed Use: Monitor Proposed Use Desc: Not Reported TCEQ Approved Plans: Not Reported PWS#: Not Reported Drill Start Date: 2008-04-02 Drill End Date: 2008-04-02 Seal Method: Slurry Seal Method Desc: Not Reported Dist to Septic/Other Contam: Not Reported Distance to Septic Tank: Not Reported Dist to Property Line: Not Reported Distance Verify Meth: Not Reported Approved by Variance: Not Reported Sealed by Driller: Yes Sealed by Name: Not Reported Surface Completion: Surface Slab Installed Surf Complete Desc: Not Reported Completed by Driller: Not Reported Pump Type: Not Reported Pump Type Desc: Not Reported Pump Depth: Not Reported Chemical Analysis: No Injurious Water: No Company Name: ESN-South Driller Name: Brad Orban Comments: Not Reported Plugged within 48 hrs: No Plugging Rpt Tracking#: Not Reported Driller License#: 55014 Apprentice Reg#: 57638 Details Reports For: Well Bore Hole Diameter: 7 Top Depth: 0 Bottom Depth: 52 Details Reports For: Well Drilling Method Drill Method: Hollow Stem Auger Details Reports For: Well Drilling Method Drill Method: Other-DPT Details Reports For: Well Completion Borehole Completion: Other-Sand 20/40 Details Reports For: Well Seal Range Top Depth: 1 Bottom Depth: 39 Annular Seal: bentonite 3/8 Amount: Not Reported Unit: Not Reported Details Reports For: Well Seal Range Top Depth: 39 Bottom Depth: 52 Annular Seal: sand 20/40 Amount: Not Reported Unit: Not Reported Details Reports For: Well Seal Range Top Depth: 0 Bottom Depth: 1 Annular Seal: cement Amount: Not Reported Unit: Not Reported TC6492348.2s Page A-79 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 0 Bottom Depth: 22 Lithology: brawn and gray sandy clay Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 22 Bottom Depth: 50 Lithology: brawn sand Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 50 Bottom Depth: 52 Lithology: brown clay Details Reports For: Well Casing Migrated Sort#: 1 Top Depth: Not Reported Bottom Depth: Not Reported Migrated Casing Info: 2"New Schedule 40 PVC Riser 0 to 41 feet Diameter: Not Reported Casing Status: Not Reported Casing Material: Not Reported Casing Type: Not Reported Schedule: Not Reported Gauge: Not Reported Details Reports For: Well Casing Migrated Sort#: 2 Top Depth: Not Reported Bottom Depth: Not Reported Migrated Casing Info: 2"New Schedule 40 PVC Screen 41 to 51 feet 0.010 Diameter: Not Reported Casing Status: Not Reported Casing Material: Not Reported Casing Type: Not Reported Schedule: Not Reported Gauge: Not Reported Details Reports For: Well Casing Migrated Sort#: 3 Top Depth: Not Reported Bottom Depth: Not Reported Migrated Casing Info: 2"New Schedule 40 Sump 51 to 52 feet. Diameter: Not Reported Casing Status: Not Reported Casing Material: Not Reported Casing Type: Not Reported Schedule: Not Reported Gauge: Not Reported L78 NNW TX WELLS TXDOL2000117571 1/2-1 Mile Higher Database: Well Report Database Fid: 117570 Rec id: 117557 Edr site is 138359 Owner: TCEQ Ownerwell: M W-4 Address: 712 Elizabeth St(DCRP 109),Corpus Christi,TX 78404 Grid: 83-13-9 Waddress: 712 Elizabeth St,Corpus Christi,TX 78404 Lat: 27 46 30 N County: Nueces Long: 097 24 08 W Elevation: No Data Gpsused: Lowrance Typeofwork: New Well Propuse: Monitor Sdate: Not Reported Completedd: Not Reported Diameter: 7 in From Surface To 52 ft Dmethod: Hollow Stem Auger Bcompletio: Not Reported Packedfrom: Not Reported Packsize: Not Reported Finterval: From 39 ft to 52 ft with sand 20/40(#sacks and material) Sinterval: From 1 ft to 39 ft with bentonite 3/8(#sacks and material) Tinterval: From 0 ft to 1 ft with cement(#sacks and material) Usedmethod: slurry Cementedby: ESN-South Contaminat: No Data Propertyli: No Data TC6492348.2s Page A-80 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Verrimetho: No Data Varriance: No Data Surface: Surface Slab Installed Staticleve: No Data Flow: No Data Packers: No Data Cementinwe: No Data Typepump: No Data Pumpbowl: Not Reported Welltests: No Data Yield: Not Reported Watertype: No Data Stratadept: No Data Chemicalma: No Undesirabl: No Companynam: ESN-South Companyadd: 111 Postoak Dr. Ccitystate: Whitney,TX 76692 Licensenum: 55014 Wsignature: Brad Orban Dsignature: Margarito Estrada Regnum: 57638 Comments: no data Site id: TXDOL2000117571 M79 North TX WELLS TXPLU5000009645 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Plugged) Plugging Rpt#: 82196 Well Type: Monitor Borehole Depth(ft): 40 Well Report#: Not Reported Details Reports For: Plug Data Submitted Date: 2012-07-13 Owner Name: Christus Spohn Health System Well#: MW-2 #Wells Plugged: Not Reported Elevation: Not Reported Original Company Name: Not Reported Original Driller: Not Reported Original License#: Not Reported Original Well Use: Monitor Original Drill Date: Not Reported Plug Method: Pour in 3/8 bentonite chips when standing water in well is less than 100 feet depth,cement top 2 feet Plug Date: 2012-07-09 Variance#: Not Reported Company Name: Vortex Drilling,Inc. Plugger Name: James E. Neal Driller License: 4868 Apprentice Reg#: 59046 Comments: No Data Comments: Not Reported Details Reports For: Plug Bore Hole Diameter: 2 Top Depth: Not Reported Bottom Depth: 40 Details Reports For: Plug Casing Top Depth: 0 Bottom Depth: 0 Diameter: 2 Details Reports For: Plug Range Top Depth: 0 Bottom Depth: 2 Plug Seal: 0.10 Cement Amount: Not Reported Unit: Not Reported Details Reports For: Plug Range Top Depth: 2 Bottom Depth: 40 Plug Seal: 1.25 Bentonite Amount: Not Reported Unit: Not Reported TC6492348.2s Page A-81 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number M80 North TX WELLS TXPLU5000009646 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Plugged) Plugging Rpt#: 82199 Well Type: Monitor Borehole Depth(ft): 47 Well Report#: Not Reported Details Reports For: Plug Data Submitted Date: 2012-07-13 Owner Name: Christus Spohn Health System Well#: MW-5 #Wells Plugged: Not Reported Elevation: Not Reported Original Company Name: Not Reported Original Driller: Not Reported Original License#: Not Reported Original Well Use: Monitor Original Drill Date: Not Reported Plug Method: Pour in 3/8 bentonite chips when standing water in well is less than 100 feet depth,cement top 2 feet Plug Date: 2012-07-09 Variance#: Not Reported Company Name: Vortex Drilling,Inc. Plugger Name: James E. Neal Driller License: 4868 Apprentice Reg#: 59046 Comments: No Data Comments: Not Reported Details Reports For: Plug Bore Hole Diameter: 2 Top Depth: Not Reported Bottom Depth: 47 Details Reports For: Plug Casing Top Depth: 2 Bottom Depth: 47 Diameter: 2 Details Reports For: Plug Range Top Depth: 0 Bottom Depth: 2 Plug Seal: 0.10 Cement Amount: Not Reported Unit: Not Reported Details Reports For: Plug Range Top Depth: 2 Bottom Depth: 47 Plug Seal: 1.45 Bentonite Amount: Not Reported Unit: Not Reported M81 North TX WELLS TXPLU5000009647 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Plugged) Plugging Rpt#: 82200 Well Type: Monitor Borehole Depth(ft): 36 Well Report#: Not Reported Details Reports For: Plug Data Submitted Date: 2012-07-13 Owner Name: Christus Spohn Health System Well#: MW-6 #Wells Plugged: Not Reported Elevation: Not Reported Original Company Name: Not Reported Original Driller: Not Reported Original License#: Not Reported Original Well Use: Monitor Original Drill Date: Not Reported Plug Method: Pour in 3/8 bentonite chips when standing water in well is less than 100 feet depth,cement top 2 feet TC6492348.2s Page A-82 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Plug Date: 2012-07-09 Variance#: Not Reported Company Name: Vortex Drilling,Inc. Plugger Name: James E. Neal Driller License: 4868 Apprentice Reg#: 59046 Comments: No Data Comments: Not Reported Details Reports For: Plug Bore Hole Diameter: 2 Top Depth: Not Reported Bottom Depth: 36 Details Reports For: Plug Casing Top Depth: 6 Bottom Depth: 36 Diameter: 2 Details Reports For: Plug Range Top Depth: 0 Bottom Depth: 2 Plug Seal: 0.10 Cement Amount: Not Reported Unit: Not Reported Details Reports For: Plug Range Top Depth: 2 Bottom Depth: 36 Plug Seal: 1 Bentonite Amount: Not Reported Unit: Not Reported M82 North TX WELLS TXMON5000261279 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Monitoring) Well Rpt#: 264967 Well Type: New Well Proposed Use: Injection Borehole Depth(ft): 30 Injurious Water Quality: Not Reported Plugging Rpt#: Not Reported Submitted Date: 2011-09-08 Owner Name: Former Dry Cleaner Well#: B-1 to B-7 #Wells Drilled: Not Reported Elevation: Not Reported Type of Work: New Well Work Type Desc: Not Reported Original Well Rpt Track#: Not Reported Proposed Use: Injection Proposed Use Desc: Not Reported TCEQ Approved Plans: Not Reported PWS#: Not Reported Drill Start Date: 2011-08-11 Drill End Date: 2011-08-11 Seal Method: Hand Mixed Seal Method Desc: Not Reported Dist to Septic/Other Contam: Not Reported Distance to Septic Tank: Not Reported Dist to Property Line: Not Reported Distance Verify Meth: Not Reported Approved by Variance: Not Reported Sealed by Driller: Yes Sealed by Name: Not Reported Surface Completion: Alternative Procedure Used Surf Complete Desc: Not Reported Completed by Driller: Not Reported Pump Type: Not Reported Pump Type Desc: Not Reported Pump Depth: Not Reported Chemical Analysis: Not Reported Injurious Water: Not Reported Company Name: Vortex Drilling,Inc. Driller Name: Robert Joiner Comments: Not Reported Plugged within 48 hrs: No Plugging Rpt Tracking#: Not Reported Driller License#: 54776 Apprentice Reg#: Not Reported Details Reports For: Well Bore Hole Diameter: 3 Top Depth: 0 Bottom Depth: 30 Details Reports For: Well Drilling Method Drill Method: Driven TC6492348.2s Page A-83 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Details Reports For: Well Completion Borehole Completion: Plugged Details Reports For: Well Seal Range Top Depth: 0 Bottom Depth: 2 Annular Seal: 0.15 Cement Amount: Not Reported Unit: Not Reported Details Reports For: Well Seal Range Top Depth: 2 Bottom Depth: 30 Annular Seal: 2 Bentonite Amount: Not Reported Unit: Not Reported Details Reports For: Well Packers Migrated Sort#: 1 Packers: N/A Depth: Not Reported Details Reports For: Well Plugback Top Depth: Not Reported Bottom Depth: Not Reported Migrated Sort#: 1 Plugback: N/A Details Reports For: Well Lithology Migrated Sort#: 1 Top Depth: Not Reported Bottom Depth: Not Reported Lithology: 0-2"Grass Details Reports For: Well Lithology Migrated Sort#: 2 Top Depth: Not Reported Bottom Depth: Not Reported Lithology: 2"-30 Sandy clay Details Reports For: Well Casing Migrated Sort#: 1 Top Depth: Not Reported Bottom Depth: Not Reported Migrated Casing Info: N/A Diameter: Not Reported Casing Status: Not Reported Casing Material: Not Reported Casing Type: Not Reported Schedule: Not Reported Gauge: Not Reported M83 North TX WELLS TXMON5000261280 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Monitoring) Well Rpt#: 264968 Well Type: New Well Proposed Use: Injection Borehole Depth(ft): 30 Injurious Water Quality: Not Reported Plugging Rpt#: Not Reported Submitted Date: 2011-09-08 Owner Name: Former Dry Cleaner Well#: B-8&B-9 #Wells Drilled: Not Reported Elevation: Not Reported Type of Work: New Well Work Type Desc: Not Reported Original Well Rpt Track#: Not Reported Proposed Use: Injection Proposed Use Desc: Not Reported TCEQ Approved Plans: Not Reported PWS#: Not Reported Drill Start Date: 2011-08-12 Drill End Date: 2011-08-12 Seal Method: Hand Mixed Seal Method Desc: Not Reported Dist to Septic/Other Contam: Not Reported Distance to Septic Tank: Not Reported Dist to Property Line: Not Reported Distance Verify Meth: Not Reported TC6492348.2s Page A-84 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Approved by Variance: Not Reported Sealed by Driller: Yes Sealed by Name: Not Reported Surface Completion: Alternative Procedure Used Surf Complete Desc: Not Reported Completed by Driller: Not Reported Pump Type: Not Reported Pump Type Desc: Not Reported Pump Depth: Not Reported Chemical Analysis: Not Reported Injurious Water: Not Reported Company Name: Vortex Drilling,Inc. Driller Name: Robert Joiner Comments: Not Reported Plugged within 48 hrs: No Plugging Rpt Tracking#: Not Reported Driller License#: 54776 Apprentice Reg#: Not Reported Details Reports For: Well Bore Hole Diameter: 3 Top Depth: 0 Bottom Depth: 30 Details Reports For: Well Drilling Method Drill Method: Driven Details Reports For: Well Completion Borehole Completion: Plugged Details Reports For: Well Seal Range Top Depth: 0 Bottom Depth: 2 Annular Seal: 0.15 Cement Amount: Not Reported Unit: Not Reported Details Reports For: Well Seal Range Top Depth: 2 Bottom Depth: 30 Annular Seal: 2 Bentonite Amount: Not Reported Unit: Not Reported Details Reports For: Well Packers Migrated Sort#: 1 Packers: N/A Depth: Not Reported Details Reports For: Well Plugback Top Depth: Not Reported Bottom Depth: Not Reported Migrated Sort#: 1 Plugback: N/A Details Reports For: Well Lithology Migrated Sort#: 1 Top Depth: Not Reported Bottom Depth: Not Reported Lithology: 0-2"Grass Details Reports For: Well Lithology Migrated Sort#: 2 Top Depth: Not Reported Bottom Depth: Not Reported Lithology: 2"-30 Sandy clay Details Reports For: Well Casing Migrated Sort#: 1 Top Depth: Not Reported Bottom Depth: Not Reported Migrated Casing Info: N/A Diameter: Not Reported Casing Status: Not Reported Casing Material: Not Reported Casing Type: Not Reported Schedule: Not Reported Gauge: Not Reported TC6492348.2s Page A-85 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number M84 North TX WELLS TXPLU5000009644 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Plugged) Plugging Rpt#: 82195 Well Type: Monitor Borehole Depth(ft): 49 Well Report#: Not Reported Details Reports For: Plug Data Submitted Date: 2012-07-13 Owner Name: Christus Spohn Health System Well#: MW-1 #Wells Plugged: Not Reported Elevation: Not Reported Original Company Name: Not Reported Original Driller: Not Reported Original License#: Not Reported Original Well Use: Monitor Original Drill Date: Not Reported Plug Method: Pour in 3/8 bentonite chips when standing water in well is less than 100 feet depth,cement top 2 feet Plug Date: 2012-07-09 Variance#: Not Reported Company Name: Vortex Drilling,Inc. Plugger Name: James E. Neal Driller License: 4868 Apprentice Reg#: 59046 Comments: No Data Comments: Not Reported Details Reports For: Plug Bore Hole Diameter: 2 Top Depth: Not Reported Bottom Depth: 49 Details Reports For: Plug Casing Top Depth: 4 Bottom Depth: 49 Diameter: 2 Details Reports For: Plug Range Top Depth: 0 Bottom Depth: 2 Plug Seal: 0.10 Cement Amount: Not Reported Unit: Not Reported Details Reports For: Plug Range Top Depth: 2 Bottom Depth: 49 Plug Seal: 1.50 Bentonite Amount: Not Reported Unit: Not Reported M85 North TX WELLS TXPLU5000009648 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Plugged) Plugging Rpt#: 82201 Well Type: Monitor Borehole Depth(ft): 39 Well Report#: Not Reported Details Reports For: Plug Data Submitted Date: 2012-07-13 Owner Name: Christus Spohn Health System Well#: MW-7 #Wells Plugged: Not Reported Elevation: Not Reported Original Company Name: Not Reported Original Driller: Not Reported Original License#: Not Reported Original Well Use: Monitor Original Drill Date: Not Reported Plug Method: Pour in 3/8 bentonite chips when standing water in well is less than 100 feet depth,cement top 2 feet TC6492348.2s Page A-86 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Plug Date: 2012-07-09 Variance#: Not Reported Company Name: Vortex Drilling,Inc. Plugger Name: James E. Neal Driller License: 4868 Apprentice Reg#: 59046 Comments: No Data Comments: Not Reported Details Reports For: Plug Bore Hole Diameter: 2 Top Depth: Not Reported Bottom Depth: 39 Details Reports For: Plug Casing Top Depth: 3 Bottom Depth: 39 Diameter: 2 Details Reports For: Plug Range Top Depth: 2 Bottom Depth: 39 Plug Seal: 1.20 Bentonite Amount: Not Reported Unit: Not Reported Details Reports For: Plug Range Top Depth: 0 Bottom Depth: 2 Plug Seal: 0.10 Cement Amount: Not Reported Unit: Not Reported M86 North TX WELLS TXPLU5000028859 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Plugged) Plugging Rpt#: 82203 Well Type: Monitor Borehole Depth(ft): 35 Well Report#: Not Reported Details Reports For: Plug Data Submitted Date: 2012-07-13 Owner Name: Christus Spohn Health System Well#: MW-9 #Wells Plugged: Not Reported Elevation: Not Reported Original Company Name: Not Reported Original Driller: Not Reported Original License#: Not Reported Original Well Use: Monitor Original Drill Date: Not Reported Plug Method: Pour in 3/8 bentonite chips when standing water in well is less than 100 feet depth,cement top 2 feet Plug Date: 2012-07-09 Variance#: Not Reported Company Name: Vortex Drilling,Inc. Plugger Name: James E. Neal Driller License: 4868 Apprentice Reg M 59046 Comments: No Data Comments: Not Reported Details Reports For: Plug Bore Hole Diameter: 2 Top Depth: Not Reported Bottom Depth: 35 Details Reports For: Plug Casing Top Depth: 0 Bottom Depth: 0 Diameter: 2 Details Reports For: Plug Range Top Depth: 2 Bottom Depth: 35 Plug Seal: 1 Bentonite Amount: Not Reported Unit: Not Reported TC6492348.2s Page A-87 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Details Reports For: Plug Range Top Depth: 0 Bottom Depth: 2 Plug Seal: 0.10 Cement Amount: Not Reported Unit: Not Reported M87 North TX WELLS TXPLU5000028860 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Plugged) Plugging Rpt#: 82204 Well Type: Monitor Borehole Depth(ft): 44 Well Report#: Not Reported Details Reports For: Plug Data Submitted Date: 2012-07-13 Owner Name: Christus Spohn Health System Well#: MW-10 #Wells Plugged: Not Reported Elevation: Not Reported Original Company Name: Not Reported Original Driller: Not Reported Original License#: Not Reported Original Well Use: Monitor Original Drill Date: Not Reported Plug Method: Pour in 3/8 bentonite chips when standing water in well is less than 100 feet depth,cement top 2 feet Plug Date: 2012-07-09 Variance#: Not Reported Company Name: Vortex Drilling,Inc. Plugger Name: James E. Neal Driller License: 4868 Apprentice Reg#: 59046 Comments: No Data Comments: Not Reported Details Reports For: Plug Bore Hole Diameter: 2 Top Depth: Not Reported Bottom Depth: 44 Details Reports For: Plug Casing Top Depth: 4 Bottom Depth: 44 Diameter: 2 Details Reports For: Plug Range Top Depth: 0 Bottom Depth: 2 Plug Seal: 0.10 Cement Amount: Not Reported Unit: Not Reported Details Reports For: Plug Range Top Depth: 2 Bottom Depth: 44 Plug Seal: 1.35 Bentonite Amount: Not Reported Unit: Not Reported M88 North TX WELLS TXPLU5000028864 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Plugged) Plugging Rpt#: 82205 Well Type: Monitor Borehole Depth(ft): 55 Well Report#: Not Reported Details Reports For: Plug Data Submitted Date: 2012-07-13 Owner Name: Christus Spohn Health System Well#: MW-1D #Wells Plugged: Not Reported TC6492348.2s Page A-88 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Elevation: Not Reported Original Company Name: Not Reported Original Driller: Not Reported Original License#: Not Reported Original Well Use: Monitor Original Drill Date: Not Reported Plug Method: Pour in 3/8 bentonite chips when standing water in well is less than 100 feet depth,cement top 2 feet Plug Date: 2012-07-09 Variance#: Not Reported Company Name: Vortex Drilling,Inc. Plugger Name: James E. Neal Driller License: 4868 Apprentice Reg#: 59046 Comments: No Data Comments: Not Reported Details Reports For: Plug Bore Hole Diameter: 2 Top Depth: Not Reported Bottom Depth: 55 Details Reports For: Plug Casing Top Depth: 10 Bottom Depth: 55 Diameter: 2 Details Reports For: Plug Range Top Depth: 0 Bottom Depth: 2 Plug Seal: 0.10 Cement Amount: Not Reported Unit: Not Reported Details Reports For: Plug Range Top Depth: 2 Bottom Depth: 55 Plug Seal: 1.70 Bentonite Amount: Not Reported Unit: Not Reported M89 North TX WELLS TXPLU5000009649 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Plugged) Plugging Rpt#: 82202 Well Type: Monitor Borehole Depth(ft): 37 Well Report#: Not Reported Details Reports For: Plug Data Submitted Date: 2012-07-13 Owner Name: Christus Spohn Health System Well#: MW-8 #Wells Plugged: Not Reported Elevation: Not Reported Original Company Name: Not Reported Original Driller: Not Reported Original License#: Not Reported Original Well Use: Monitor Original Drill Date: Not Reported Plug Method: Pour in 3/8 bentonite chips when standing water in well is less than 100 feet depth,cement top 2 feet Plug Date: 2012-07-09 Variance#: Not Reported Company Name: Vortex Drilling,Inc. Plugger Name: James E. Neal Driller License: 4868 Apprentice Reg#: 59046 Comments: No Data Comments: Not Reported Details Reports For: Plug Bore Hole Diameter: 2 Top Depth: Not Reported Bottom Depth: 37 Details Reports For: Plug Casing Top Depth: 1 Bottom Depth: 37 Diameter: 2 TC6492348.2s Page A-89 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Details Reports For: Plug Range Top Depth: 0 Bottom Depth: 2 Plug Seal: 0.10 Cement Amount: Not Reported Unit: Not Reported Details Reports For: Plug Range Top Depth: 2 Bottom Depth: 37 Plug Seal: 1.20 Bentonite Amount: Not Reported Unit: Not Reported M90 North TX WELLS TXPLU5000028857 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Plugged) Plugging Rpt#: 82197 Well Type: Monitor Borehole Depth(ft): 36 Well Report#: Not Reported Details Reports For: Plug Data Submitted Date: 2012-07-13 Owner Name: Christus Spohn Health System Well#: MW-3 #Wells Plugged: Not Reported Elevation: Not Reported Original Company Name: Not Reported Original Driller: Not Reported Original License#: Not Reported Original Well Use: Monitor Original Drill Date: Not Reported Plug Method: Pour in 3/8 bentonite chips when standing water in well is less than 100 feet depth,cement top 2 feet Plug Date: 2012-07-09 Variance#: Not Reported Company Name: Vortex Drilling,Inc. Plugger Name: James E. Neal Driller License: 4868 Apprentice Reg#: 59046 Comments: No Data Comments: Not Reported Details Reports For: Plug Bore Hole Diameter: 2 Top Depth: Not Reported Bottom Depth: 36 Details Reports For: Plug Casing Top Depth: 6 Bottom Depth: 36 Diameter: 2 Details Reports For: Plug Range Top Depth: 2 Bottom Depth: 36 Plug Seal: 1 Bentonite Amount: Not Reported Unit: Not Reported Details Reports For: Plug Range Top Depth: 0 Bottom Depth: 2 Plug Seal: 0.10 Cement Amount: Not Reported Unit: Not Reported M91 North TX WELLS TXPLU5000028858 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Plugged) Plugging Rpt#: 82198 Well Type: Monitor Borehole Depth(ft): 36 Well Report#: Not Reported TC6492348.2s Page A-90 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Details Reports For: Plug Data Submitted Date: 2012-07-13 Owner Name: Christus Spohn Health System Well#: MW-4 #Wells Plugged: Not Reported Elevation: Not Reported Original Company Name: Not Reported Original Driller: Not Reported Original License#: Not Reported Original Well Use: Monitor Original Drill Date: Not Reported Plug Method: Pour in 3/8 bentonite chips when standing water in well is less than 100 feet depth,cement top 2 feet Plug Date: 2012-07-09 Variance#: Not Reported Company Name: Vortex Drilling,Inc. Plugger Name: James E. Neal Driller License: 4868 Apprentice Reg#: 59046 Comments: No Data Comments: Not Reported Details Reports For: Plug Bore Hole Diameter: 2 Top Depth: Not Reported Bottom Depth: 36 Details Reports For: Plug Casing Top Depth: 5 Bottom Depth: 36 Diameter: 2 Details Reports For: Plug Range Top Depth: 0 Bottom Depth: 2 Plug Seal: 0.10 Cement Amount: Not Reported Unit: Not Reported Details Reports For: Plug Range Top Depth: 2 Bottom Depth: 36 Plug Seal: 1 Bentonite Amount: Not Reported Unit: Not Reported N92 NW TX WELLS TXMON5000139668 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Monitoring) Well Rpt#: 141947 Well Type: New Well Proposed Use: Environmental Soil Boring Borehole Depth(ft): 30 Injurious Water Quality: Not Reported Plugging Rpt#: Not Reported Submitted Date: 2008-05-16 Owner Name: TX DOT Well#: SB-2 #Wells Drilled: Not Reported Elevation: Not Reported Type of Work: New Well Work Type Desc: Not Reported Original Well Rpt Track#: Not Reported Proposed Use: Environmental Soil Boring Proposed Use Desc: Not Reported TCEQ Approved Plans: Not Reported PWS#: Not Reported Drill Start Date: 2008-04-15 Drill End Date: 2008-04-15 Seal Method: Tremie Seal Method Desc: Not Reported Dist to Septic/Other Contam: Not Reported Distance to Septic Tank: Not Reported Dist to Property Line: Not Reported Distance Verify Meth: Not Reported Approved by Variance: Not Reported Sealed by Driller: Yes Sealed by Name: Not Reported Surface Completion: Unknown Surf Complete Desc: Not Reported Completed by Driller: Not Reported Pump Type: Not Reported Pump Type Desc: Not Reported Pump Depth: Not Reported Chemical Analysis: Not Reported Injurious Water: Not Reported Company Name: Best Drilling Services, Inc. Driller Name: Ali Firouzbakht Comments: job no.:8-717-500009 Plugged within 48 hrs: No Plugging Rpt Tracking#: Not Reported TC6492348.2s Page A-91 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Driller License#: 4997 Apprentice Reg#: 56591 Details Reports For: Well Bore Hole Diameter: 2 Top Depth: 0 Bottom Depth: 30 Details Reports For: Well Drilling Method Drill Method: Direct Push Details Reports For: Well Completion Borehole Completion: Plugged Details Reports For: Well Seal Range Top Depth: 0 Bottom Depth: 30 Annular Seal: 15 cement bento Amount: Not Reported Unit: Not Reported Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 0 Bottom Depth: 5 Lithology: SANDY CLAY, brown Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 5 Bottom Depth: 15 Lithology: SILTY CLAY, brown Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 15 Bottom Depth: 28 Lithology: SAND,It. brown Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 28 Bottom Depth: 30 Lithology: SANDY CLAY, brown N93 NW TX WELLS TXMON5000139667 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Monitoring) Well Rpt#: 141946 Well Type: New Well Proposed Use: Environmental Soil Boring Borehole Depth(ft): 30 Injurious Water Quality: Not Reported Plugging Rpt#: Not Reported Submitted Date: 2008-05-16 Owner Name: TX DOT Well#: SB-1 #Wells Drilled: Not Reported Elevation: Not Reported Type of Work: New Well Work Type Desc: Not Reported Original Well Rpt Track#: Not Reported Proposed Use: Environmental Soil Boring Proposed Use Desc: Not Reported TCEQ Approved Plans: Not Reported PWS#: Not Reported Drill Start Date: 2008-04-15 Drill End Date: 2008-04-15 Seal Method: Tremie Seal Method Desc: Not Reported Dist to Septic/Other Contam: Not Reported Distance to Septic Tank: Not Reported Dist to Property Line: Not Reported Distance Verify Meth: Not Reported Approved by Variance: Not Reported Sealed by Driller: Yes Sealed by Name: Not Reported Surface Completion: Unknown TC6492348.2s Page A-92 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Surf Complete Desc: Not Reported Completed by Driller: Not Reported Pump Type: Not Reported Pump Type Desc: Not Reported Pump Depth: Not Reported Chemical Analysis: Not Reported Injurious Water: Not Reported Company Name: Best Drilling Services, Inc. Driller Name: Ali Firouzbakht Comments: job no.:8-717-500009 Plugged within 48 hrs: No Plugging Rpt Tracking#: Not Reported Driller License#: 4997 Apprentice Reg#: 56591 Details Reports For: Well Bore Hole Diameter: 2 Top Depth: 0 Bottom Depth: 30 Details Reports For: Well Drilling Method Drill Method: Direct Push Details Reports For: Well Completion Borehole Completion: Plugged Details Reports For: Well Seal Range Top Depth: 0 Bottom Depth: 30 Annular Seal: 15 cement bento Amount: Not Reported Unit: Not Reported Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 0 Bottom Depth: 5 Lithology: SANDY CLAY, medium brown Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 5 Bottom Depth: 15 Lithology: SILTY CLAY Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 15 Bottom Depth: 29 Lithology: SAND,It. brown Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 29 Bottom Depth: 30 Lithology: SANDY CLAY N94 NW TX WELLS TXMON5000139672 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Monitoring) Well Rpt#: 141951 Well Type: New Well Proposed Use: Environmental Soil Boring Borehole Depth(ft): 30 Injurious Water Quality: Not Reported Plugging Rpt#: Not Reported Submitted Date: 2008-05-16 Owner Name: TX DOT Well#: SB-4 #Wells Drilled: Not Reported Elevation: Not Reported Type of Work: New Well Work Type Desc: Not Reported Original Well Rpt Track#: Not Reported Proposed Use: Environmental Soil Boring Proposed Use Desc: Not Reported TCEQ Approved Plans: Not Reported PWS#: Not Reported TC6492348.2s Page A-93 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Drill Start Date: 2008-04-15 Drill End Date: 2008-04-15 Seal Method: Tremie Seal Method Desc: Not Reported Dist to Septic/Other Contam: Not Reported Distance to Septic Tank: Not Reported Dist to Property Line: Not Reported Distance Verify Meth: Not Reported Approved by Variance: Not Reported Sealed by Driller: Yes Sealed by Name: Not Reported Surface Completion: Unknown Surf Complete Desc: Not Reported Completed by Driller: Not Reported Pump Type: Not Reported Pump Type Desc: Not Reported Pump Depth: Not Reported Chemical Analysis: Not Reported Injurious Water: Not Reported Company Name: Best Drilling Services, Inc. Driller Name: Ali Firouzbakht Comments: job no.:8-717-500009 Plugged within 48 hrs: No Plugging Rpt Tracking#: Not Reported Driller License#: 4997 Apprentice Reg#: 56591 Details Reports For: Well Bore Hole Diameter: 2 Top Depth: 0 Bottom Depth: 30 Details Reports For: Well Drilling Method Drill Method: Direct Push Details Reports For: Well Completion Borehole Completion: Plugged Details Reports For: Well Seal Range Top Depth: 0 Bottom Depth: 30 Annular Seal: 15 cement bento Amount: Not Reported Unit: Not Reported Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 0 Bottom Depth: 4 Lithology: SANDY CLAY, brown Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 4 Bottom Depth: 14 Lithology: SILTY CLAY Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 14 Bottom Depth: 28 Lithology: SAND,It. brown Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 28 Bottom Depth: 30 Lithology: SANDY CLAY,trace of silt N95 NW TX WELLS TXMON5000139670 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Monitoring) Well Rpt#: 141949 Well Type: New Well Proposed Use: Environmental Soil Boring Borehole Depth(ft): 30 Injurious Water Quality: Not Reported Plugging Rpt#: Not Reported TC6492348.2s Page A-94 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Submitted Date: 2008-05-16 Owner Name: TX DOT Well#: SB-3 #Wells Drilled: Not Reported Elevation: Not Reported Type of Work: New Well Work Type Desc: Not Reported Original Well Rpt Track#: Not Reported Proposed Use: Environmental Soil Boring Proposed Use Desc: Not Reported TCEQ Approved Plans: Not Reported PWS#: Not Reported Drill Start Date: 2008-04-15 Drill End Date: 2008-04-15 Seal Method: Tremie Seal Method Desc: Not Reported Dist to Septic/Other Contam: Not Reported Distance to Septic Tank: Not Reported Dist to Property Line: Not Reported Distance Verify Meth: Not Reported Approved by Variance: Not Reported Sealed by Driller: Yes Sealed by Name: Not Reported Surface Completion: Unknown Surf Complete Desc: Not Reported Completed by Driller: Not Reported Pump Type: Not Reported Pump Type Desc: Not Reported Pump Depth: Not Reported Chemical Analysis: Not Reported Injurious Water: Not Reported Company Name: Best Drilling Services, Inc. Driller Name: Ali Firouzbakht Comments: job no.:8-717-500009 Plugged within 48 hrs: No Plugging Rpt Tracking#: Not Reported Driller License#: 4997 Apprentice Reg#: 56591 Details Reports For: Well Bore Hole Diameter: 2 Top Depth: 0 Bottom Depth: 30 Details Reports For: Well Drilling Method Drill Method: Direct Push Details Reports For: Well Completion Borehole Completion: Plugged Details Reports For: Well Seal Range Top Depth: 0 Bottom Depth: 30 Annular Seal: 15 cement bento Amount: Not Reported Unit: Not Reported Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 0 Bottom Depth: 4 Lithology: SANDY CLAY, brown Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 4 Bottom Depth: 13 Lithology: SILTY CLAY, brown Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 13 Bottom Depth: 28 Lithology: SAND,It. brown Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 28 Bottom Depth: 30 Lithology: SANDY CLAY TC6492348.2s Page A-95 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number N96 NW TX WELLS TXDOL2000117538 1/2-1 Mile Higher Database: Well Report Database Fid: 117537 Rec id: 117539 Edr site is 141949 Owner: TX DOT Ownerwell: SB-3 Address: 1701 S.Padre Island Dr.,Corpus Chrisiti,TX 78416 Grid: 83-13-9 Waddress: IH-37&McKenzie,Corpus Christi,TX Lat: 27 46 24 N County: Nueces Long: 097 24 20 W Elevation: No Data Gpsused: No Data Typeofwork: New Well Propuse: Environmental Soil Boring Sdate: Not Reported Completedd: Not Reported Diameter: 2 in From Surface To 30 ft Dmethod: Not Reported Bcompletio: Not Reported Packedfrom: Not Reported Packsize: Not Reported Finterval: From 0 ft to 30 ft with 15 cement bento(#sacks and material) Sinterval: No Data Tinterval: No Data Usedmethod: Tremie Cementedby: Best Drilling Services,Inc. Contaminat: No Data Propertyli: No Data Verrimetho: No Data Varriance: No Data Surface: No Data Staticleve: No Data Flow: No Data Packers: No Data Cementinwe: No Data Typepump: No Data Pumpbowl: Not Reported Welltests: No Data Yield: Not Reported Watertype: No Data Stratadept: No Data Chemicalma: No Data Undesirabl: No Data Companynam: Best Drilling Services,Inc. Companyadd: P.O. Box 845 Ccitystate: Friendswood ,TX 77549 Licensenum: 4997 Wsignature: Ali Firouzbakht Dsignature: Calistro Campozano Regnum: 56591 Comments: job no.:8-717-500009 Site id: TXDOL2000117538 N97 NW TX WELLS TXDOL2000117537 1/2-1 Mile Higher Database: Well Report Database Fid: 117536 Rec id: 117538 Edr site is 141951 Owner: TX DOT Ownerwell: SB-4 Address: 1701 S.Padre Island Dr.,Corpus Chrisiti,TX 78416 Grid: 83-13-9 Waddress: IH-37&McKenzie,Corpus Christi,TX Lat: 27 46 24 N County: Nueces Long: 097 24 20 W Elevation: No Data Gpsused: No Data Typeofwork: New Well Propuse: Environmental Soil Boring Sdate: Not Reported Completedd: Not Reported Diameter: 2 in From Surface To 30 ft Dmethod: Not Reported Bcompletio: Not Reported Packedfrom: Not Reported Packsize: Not Reported Finterval: From 0 ft to 30 ft with 15 cement bento(#sacks and material) Sinterval: No Data Tinterval: No Data Usedmethod: Tremie Cementedby: Best Drilling Services,Inc. Contaminat: No Data Propertyli: No Data Verrimetho: No Data Varriance: No Data Surface: No Data Staticleve: No Data Flow: No Data Packers: No Data TC6492348.2s Page A-96 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Cementinwe: No Data Typepump: No Data Pumpbowl: Not Reported Welltests: No Data Yield: Not Reported Watertype: No Data Stratadept: No Data Chemicalma: No Data Undesirabl: No Data Companynam: Best Drilling Services,Inc. Companyadd: P.O. Box 845 Ccitystate: Friendswood ,TX 77549 Licensenum: 4997 Wsignature: Ali Firouzbakht Dsignature: Calistro Campozano Regnum: 56591 Comments: job no.:8-717-500009 Site id: TXDOL2000117537 N98 NW TX WELLS TXDOL2000117540 1/2-1 Mile Higher Database: Well Report Database Fid: 117539 Rec id: 117541 Edr site is 141946 Owner: TX DOT Ownerwell: SB-1 Address: 1701 S.Padre Island Dr.,Corpus Chrisiti,TX 78416 Grid: 83-13-9 Waddress: IH-37&McKenzie,Corpus Christi,TX Lat: 27 46 24 N County: Nueces Long: 097 24 20 W Elevation: No Data Gpsused: No Data Typeofwork: New Well Propuse: Environmental Soil Boring Sdate: Not Reported Completedd: Not Reported Diameter: 2 in From Surface To 30 ft Dmethod: Not Reported Bcompletio: Not Reported Packedfrom: Not Reported Packsize: Not Reported Finterval: From 0 ft to 30 ft with 15 cement bento(#sacks and material) Sinterval: No Data Tinterval: No Data Usedmethod: Tremie Cementedby: Best Drilling Services,Inc. Contaminat: No Data Propertyli: No Data Verrimetho: No Data Varriance: No Data Surface: No Data Staticleve: No Data Flow: No Data Packers: No Data Cementinwe: No Data Typepump: No Data Pumpbowl: Not Reported Welltests: No Data Yield: Not Reported Watertype: No Data Stratadept: No Data Chemicalma: No Data Undesirabl: No Data Companynam: Best Drilling Services,Inc. Companyadd: P.O. Box 845 Ccitystate: Friendswood ,TX 77549 Licensenum: 4997 Wsignature: Ali Firouzbakht Dsignature: Calistro Campozano Regnum: 56591 Comments: job no.:8-717-500009 Site id: TXDOL2000117540 N99 NW TX WELLS TXDOL2000117539 1/2-1 Mile Higher Database: Well Report Database Fid: 117538 Rec id: 117540 Edr site is 141947 Owner: TX DOT Ownerwell: SB-2 Address: 1701 S.Padre Island Dr.,Corpus Chrisiti,TX 78416 Grid: 83-13-9 Waddress: IH-37&McKenzie,Corpus Christi,TX Lat: 27 46 24 N County: Nueces Long: 097 24 20 W Elevation: No Data Gpsused: No Data Typeofwork: New Well Propuse: Environmental Soil Boring Sdate: Not Reported TC6492348.2s Page A-97 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Completedd: Not Reported Diameter: 2 in From Surface To 30 ft Dmethod: Not Reported Bcompletio: Not Reported Packedfrom: Not Reported Packsize: Not Reported Finterval: From 0 ft to 30 ft with 15 cement bento(#sacks and material) Sinterval: No Data Tinterval: No Data Usedmethod: Tremie Cementedby: Best Drilling Services,Inc. Contaminat: No Data Propertyli: No Data Verrimetho: No Data Varriance: No Data Surface: No Data Staticleve: No Data Flow: No Data Packers: No Data Cementinwe: No Data Typepump: No Data Pumpbowl: Not Reported Welltests: No Data Yield: Not Reported Watertype: No Data Stratadept: No Data Chemicalma: No Data Undesirabl: No Data Companynam: Best Drilling Services,Inc. Companyadd: P.O. Box 845 Ccitystate: Friendswood ,TX 77549 Licensenum: 4997 Wsignature: Ali Firouzbakht Dsignature: Calistro Campozano Regnum: 56591 Comments: job no.:8-717-500009 Site id: TXDOL2000117539 M100 North TX WELLS TXMON5000125267 112-1 Mile Higher Database: Submitted Drillers Reports Database(Monitoring) Well Rpt#: 127276 Well Type: New Well Proposed Use: Monitor Borehole Depth(ft): 36 Injurious Water Quality: no Plugging Rpt#: Not Reported Submitted Date: 2007-11-15 Owner Name: TCEQ DCRP State Lead Section Well#: MW-6 #Wells Drilled: Not Reported Elevation: Not Reported Type of Work: New Well Work Type Desc: Not Reported Original Well Rpt Track#: Not Reported Proposed Use: Monitor Proposed Use Desc: Not Reported TCEQ Approved Plans: Not Reported PWS#: Not Reported Drill Start Date: 2007-08-20 Drill End Date: 2007-08-20 Seal Method: Slurry Seal Method Desc: Not Reported Dist to Septic/Other Contam: Not Reported Distance to Septic Tank: Not Reported Dist to Property Line: Not Reported Distance Verify Meth: Not Reported Approved by Variance: Not Reported Sealed by Driller: Yes Sealed by Name: Not Reported Surface Completion: Surface Slab Installed Surf Complete Desc: Not Reported Completed by Driller: Not Reported Pump Type: Not Reported Pump Type Desc: Not Reported Pump Depth: Not Reported Chemical Analysis: No Injurious Water: No Company Name: ESN-South Driller Name: Brad Orban Comments: Not Reported Plugged within 48 hrs: No Plugging Rpt Tracking#: Not Reported Driller License#: 55014 Apprentice Reg#: Not Reported Details Reports For: Well Bore Hole Diameter: 7 Top Depth: 0 Bottom Depth: 36 Details Reports For: Well Drilling Method Drill Method: Hollow Stem Auger Details Reports For: Well Completion Borehole Completion: Other-16/30 Sand TC6492348.2s Page A-98 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Details Reports For: Well Seal Range Top Depth: 0 Bottom Depth: 1 Annular Seal: cement Amount: Not Reported Unit: Not Reported Details Reports For: Well Seal Range Top Depth: 23 Bottom Depth: 36 Annular Seal: 16/30 Sand Amount: Not Reported Unit: Not Reported Details Reports For: Well Seal Range Top Depth: 1 Bottom Depth: 23 Annular Seal: 3/8 Bentonite Amount: Not Reported Unit: Not Reported Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 0 Bottom Depth: 36 Lithology: feet Dark brown and gray clay and sand Details Reports For: Well Casing Migrated Sort#: 1 Top Depth: Not Reported Bottom Depth: Not Reported Migrated Casing Info: 2 new PVC Riser 0 to 25 feet Diameter: Not Reported Casing Status: Not Reported Casing Material: Not Reported Casing Type: Not Reported Schedule: Not Reported Gauge: Not Reported Details Reports For: Well Casing Migrated Sort#: 2 Top Depth: Not Reported Bottom Depth: Not Reported Migrated Casing Info: 2 new PVC Screen 25 to 35 feet 0.010 slot Diameter: Not Reported Casing Status: Not Reported Casing Material: Not Reported Casing Type: Not Reported Schedule: Not Reported Gauge: Not Reported Details Reports For: Well Casing Migrated Sort#: 3 Top Depth: Not Reported Bottom Depth: Not Reported Migrated Casing Info: 2 new PVC Sump 35 to 36 feet Diameter: Not Reported Casing Status: Not Reported Casing Material: Not Reported Casing Type: Not Reported Schedule: Not Reported Gauge: Not Reported M101 North TX WELLS TXMON5000125266 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Monitoring) Well Rpt#: 127275 Well Type: New Well Proposed Use: Monitor Borehole Depth(ft): 36 Injurious Water Quality: no Plugging Rpt#: Not Reported Submitted Date: 2007-11-15 Owner Name: TCEQ DCRP State Lead Section Well#: MW-3 #Wells Drilled: Not Reported Elevation: Not Reported Type of Work: New Well Work Type Desc: Not Reported Original Well Rpt Track#: Not Reported Proposed Use: Monitor Proposed Use Desc: Not Reported TCEQ Approved Plans: Not Reported PWS#: Not Reported TC6492348.2s Page A-99 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Drill Start Date: 2007-08-21 Drill End Date: 2007-08-21 Seal Method: Slurry Seal Method Desc: Not Reported Dist to Septic/Other Contam: Not Reported Distance to Septic Tank: Not Reported Dist to Property Line: Not Reported Distance Verify Meth: Not Reported Approved by Variance: Not Reported Sealed by Driller: Yes Sealed by Name: Not Reported Surface Completion: Surface Slab Installed Surf Complete Desc: Not Reported Completed by Driller: Not Reported Pump Type: Not Reported Pump Type Desc: Not Reported Pump Depth: Not Reported Chemical Analysis: No Injurious Water: No Company Name: ESN-South Driller Name: Brad Orban Comments: Not Reported Plugged within 48 hrs: No Plugging Rpt Tracking#: Not Reported Driller License#: 55014 Apprentice Reg#: Not Reported Details Reports For: Well Bore Hole Diameter: 7 Top Depth: 0 Bottom Depth: 36 Details Reports For: Well Drilling Method Drill Method: Hollow Stem Auger Details Reports For: Well Completion Borehole Completion: Other-16/30 Sand Details Reports For: Well Seal Range Top Depth: 1 Bottom Depth: 23 Annular Seal: 3/8 Bentonite Amount: Not Reported Unit: Not Reported Details Reports For: Well Seal Range Top Depth: 23 Bottom Depth: 36 Annular Seal: 16/30 Sand Amount: Not Reported Unit: Not Reported Details Reports For: Well Seal Range Top Depth: 0 Bottom Depth: 1 Annular Seal: cement Amount: Not Reported Unit: Not Reported Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 0 Bottom Depth: 36 Lithology: feet Dark brown and gray clay and sand Details Reports For: Well Casing Migrated Sort#: 1 Top Depth: Not Reported Bottom Depth: Not Reported Migrated Casing Info: 2 new PVC Riser 0 to 25 feet Diameter: Not Reported Casing Status: Not Reported Casing Material: Not Reported Casing Type: Not Reported Schedule: Not Reported Gauge: Not Reported Details Reports For: Well Casing Migrated Sort#: 2 Top Depth: Not Reported Bottom Depth: Not Reported Migrated Casing Info: 2 new PVC Screen 25 to 35 feet 0.010 slot Diameter: Not Reported Casing Status: Not Reported Casing Material: Not Reported Casing Type: Not Reported Schedule: Not Reported Gauge: Not Reported Details Reports For: Well Casing Migrated Sort#: 3 TC6492348.2s Page A-100 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Top Depth: Not Reported Bottom Depth: Not Reported Migrated Casing Info: 2 new PVC Sump 35 to 36 feet Diameter: Not Reported Casing Status: Not Reported Casing Material: Not Reported Casing Type: Not Reported Schedule: Not Reported Gauge: Not Reported M102 North TX WELLS TXMON5000125268 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Monitoring) Well Rpt#: 127277 Well Type: New Well Proposed Use: Monitor Borehole Depth(ft): 39 Injurious Water Quality: no Plugging Rpt#: Not Reported Submitted Date: 2007-11-15 Owner Name: TCEQ DCRP State Lead Section Well#: MW-7 #Wells Drilled: Not Reported Elevation: Not Reported Type of Work: New Well Work Type Desc: Not Reported Original Well Rpt Track#: Not Reported Proposed Use: Monitor Proposed Use Desc: Not Reported TCEQ Approved Plans: Not Reported PWS#: Not Reported Drill Start Date: 2007-08-21 Drill End Date: 2007-08-21 Seal Method: Slurry Seal Method Desc: Not Reported Dist to Septic/Other Contam: Not Reported Distance to Septic Tank: Not Reported Dist to Property Line: Not Reported Distance Verify Meth: Not Reported Approved by Variance: Not Reported Sealed by Driller: Yes Sealed by Name: Not Reported Surface Completion: Surface Slab Installed Surf Complete Desc: Not Reported Completed by Driller: Not Reported Pump Type: Not Reported Pump Type Desc: Not Reported Pump Depth: Not Reported Chemical Analysis: No Injurious Water: No Company Name: ESN-South Driller Name: Brad Orban Comments: Not Reported Plugged within 48 hrs: No Plugging Rpt Tracking#: Not Reported Driller License#: 55014 Apprentice Reg#: Not Reported Details Reports For: Well Bore Hole Diameter: 7 Top Depth: 0 Bottom Depth: 39 Details Reports For: Well Drilling Method Drill Method: Hollow Stem Auger Details Reports For: Well Completion Borehole Completion: Other-16/30 Sand Details Reports For: Well Seal Range Top Depth: 1 Bottom Depth: 27 Annular Seal: 3/8 Bentonite Amount: Not Reported Unit: Not Reported Details Reports For: Well Seal Range Top Depth: 27 Bottom Depth: 39 Annular Seal: 16/30 Sand Amount: Not Reported Unit: Not Reported Details Reports For: Well Seal Range Top Depth: 0 Bottom Depth: 1 Annular Seal: cement TC6492348.2s Page A-101 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Amount: Not Reported Unit: Not Reported Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 0 Bottom Depth: 39 Lithology: feet Dark brown and gray clay and sand Details Reports For: Well Casing Migrated Sort#: 1 Top Depth: Not Reported Bottom Depth: Not Reported Migrated Casing Info: 2 new PVC Riser 0 to 28 feet Diameter: Not Reported Casing Status: Not Reported Casing Material: Not Reported Casing Type: Not Reported Schedule: Not Reported Gauge: Not Reported Details Reports For: Well Casing Migrated Sort#: 2 Top Depth: Not Reported Bottom Depth: Not Reported Migrated Casing Info: 2 new PVC Screen 28 to 38 feet 0.010 slot Diameter: Not Reported Casing Status: Not Reported Casing Material: Not Reported Casing Type: Not Reported Schedule: Not Reported Gauge: Not Reported Details Reports For: Well Casing Migrated Sort#: 3 Top Depth: Not Reported Bottom Depth: Not Reported Migrated Casing Info: 2 new PVC Sump 38 to 39 feet Diameter: Not Reported Casing Status: Not Reported Casing Material: Not Reported Casing Type: Not Reported Schedule: Not Reported Gauge: Not Reported M103 North TX WELLS TXMON5000125270 112-1 Mile Higher Database: Submitted Drillers Reports Database(Monitoring) Well Rpt#: 127279 Well Type: New Well Proposed Use: Monitor Borehole Depth(ft): 35 Injurious Water Quality: no Plugging Rpt#: Not Reported Submitted Date: 2007-11-15 Owner Name: TCEQ DCRP State Lead Section Well#: MW-9 #Wells Drilled: Not Reported Elevation: Not Reported Type of Work: New Well Work Type Desc: Not Reported Original Well Rpt Track#: Not Reported Proposed Use: Monitor Proposed Use Desc: Not Reported TCEQ Approved Plans: Not Reported PWS#: Not Reported Drill Start Date: 2007-08-21 Drill End Date: 2007-08-21 Seal Method: Slurry Seal Method Desc: Not Reported Dist to Septic/Other Contam: Not Reported Distance to Septic Tank: Not Reported Dist to Property Line: Not Reported Distance Verify Meth: Not Reported Approved by Variance: Not Reported Sealed by Driller: Yes Sealed by Name: Not Reported Surface Completion: Surface Slab Installed Surf Complete Desc: Not Reported Completed by Driller: Not Reported Pump Type: Not Reported Pump Type Desc: Not Reported Pump Depth: Not Reported Chemical Analysis: No Injurious Water: No Company Name: ESN-South Driller Name: Brad Orban Comments: Not Reported Plugged within 48 hrs: No Plugging Rpt Tracking#: Not Reported TC6492348.2s Page A-102 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Driller License#: 55014 Apprentice Reg#: Not Reported Details Reports For: Well Bore Hole Diameter: 7 Top Depth: 0 Bottom Depth: 35 Details Reports For: Well Drilling Method Drill Method: Hollow Stem Auger Details Reports For: Well Completion Borehole Completion: Other-16/30 Sand Details Reports For: Well Seal Range Top Depth: 0 Bottom Depth: 1 Annular Seal: cement Amount: Not Reported Unit: Not Reported Details Reports For: Well Seal Range Top Depth: 23 Bottom Depth: 35 Annular Seal: 16/30 Sand Amount: Not Reported Unit: Not Reported Details Reports For: Well Seal Range Top Depth: 1 Bottom Depth: 23 Annular Seal: 3/8 Bentonite Amount: Not Reported Unit: Not Reported Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 0 Bottom Depth: 35 Lithology: feet Dark brown and gray clay and sand Details Reports For: Well Casing Migrated Sort#: 1 Top Depth: Not Reported Bottom Depth: Not Reported Migrated Casing Info: 2 new PVC Riser 0 to 24 feet Diameter: Not Reported Casing Status: Not Reported Casing Material: Not Reported Casing Type: Not Reported Schedule: Not Reported Gauge: Not Reported Details Reports For: Well Casing Migrated Sort#: 2 Top Depth: Not Reported Bottom Depth: Not Reported Migrated Casing Info: 2 new PVC Screen 24 to 34 feet 0.010 slot Diameter: Not Reported Casing Status: Not Reported Casing Material: Not Reported Casing Type: Not Reported Schedule: Not Reported Gauge: Not Reported Details Reports For: Well Casing Migrated Sort#: 3 Top Depth: Not Reported Bottom Depth: Not Reported Migrated Casing Info: 2 new PVC Sump 34 to 35 feet Diameter: Not Reported Casing Status: Not Reported Casing Material: Not Reported Casing Type: Not Reported Schedule: Not Reported Gauge: Not Reported TC6492348.2s Page A-103 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number M104 North TX WELLS TXMON5000125269 112-1 Mile Higher Database: Submitted Drillers Reports Database(Monitoring) Well Rpt#: 127278 Well Type: New Well Proposed Use: Monitor Borehole Depth(ft): 37 Injurious Water Quality: no Plugging Rpt#: Not Reported Submitted Date: 2007-11-15 Owner Name: TCEQ DCRP State Lead Section Well#: MW-8 #Wells Drilled: Not Reported Elevation: Not Reported Type of Work: New Well Work Type Desc: Not Reported Original Well Rpt Track#: Not Reported Proposed Use: Monitor Proposed Use Desc: Not Reported TCEQ Approved Plans: Not Reported PWS#: Not Reported Drill Start Date: 2007-08-22 Drill End Date: 2007-08-22 Seal Method: Slurry Seal Method Desc: Not Reported Dist to Septic/Other Contam: Not Reported Distance to Septic Tank: Not Reported Dist to Property Line: Not Reported Distance Verify Meth: Not Reported Approved by Variance: Not Reported Sealed by Driller: Yes Sealed by Name: Not Reported Surface Completion: Surface Slab Installed Surf Complete Desc: Not Reported Completed by Driller: Not Reported Pump Type: Not Reported Pump Type Desc: Not Reported Pump Depth: Not Reported Chemical Analysis: No Injurious Water: No Company Name: ESN-South Driller Name: Brad Orban Comments: Not Reported Plugged within 48 hrs: No Plugging Rpt Tracking#: Not Reported Driller License#: 55014 Apprentice Reg#: Not Reported Details Reports For: Well Bore Hole Diameter: 7 Top Depth: 0 Bottom Depth: 37 Details Reports For: Well Drilling Method Drill Method: Hollow Stem Auger Details Reports For: Well Completion Borehole Completion: Other-16/30 Sand Details Reports For: Well Seal Range Top Depth: 1 Bottom Depth: 25 Annular Seal: 3/8 Bentonite Amount: Not Reported Unit: Not Reported Details Reports For: Well Seal Range Top Depth: 0 Bottom Depth: 1 Annular Seal: cement Amount: Not Reported Unit: Not Reported Details Reports For: Well Seal Range Top Depth: 25 Bottom Depth: 37 Annular Seal: 16/30 Sand Amount: Not Reported Unit: Not Reported Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 0 Bottom Depth: 37 Lithology: feet Dark brown and gray clay and sand TC6492348.2s Page A-104 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Details Reports For: Well Casing Migrated Sort#: 1 Top Depth: Not Reported Bottom Depth: Not Reported Migrated Casing Info: 2 new PVC Riser 0 to 26 feet Diameter: Not Reported Casing Status: Not Reported Casing Material: Not Reported Casing Type: Not Reported Schedule: Not Reported Gauge: Not Reported Details Reports For: Well Casing Migrated Sort#: 2 Top Depth: Not Reported Bottom Depth: Not Reported Migrated Casing Info: 2 new PVC Screen 26 to 36 feet 0.010 slot Diameter: Not Reported Casing Status: Not Reported Casing Material: Not Reported Casing Type: Not Reported Schedule: Not Reported Gauge: Not Reported Details Reports For: Well Casing Migrated Sort#: 3 Top Depth: Not Reported Bottom Depth: Not Reported Migrated Casing Info: 2 new PVC Sump 36 to 37 feet Diameter: Not Reported Casing Status: Not Reported Casing Material: Not Reported Casing Type: Not Reported Schedule: Not Reported Gauge: Not Reported M105 North TX WELLS TXDOL2000117716 112-1 Mile Higher Database: Well Report Database Fid: 117715 Rec id: 117703 Edr site is 127278 Owner: TCEQ DCRP State Lead Section Ownerwell: MW-8 Address: PO BOX 13087, MC-136,Austin,TX 78711 Grid: 83-13-9 Waddress: 614 Elizabeth Street,Corpus Christi,TX 78404 Lat: 27 46 39 N County: Nueces Long: 097 23 41 W Elevation: No Data Gpsused: Microsoft Typeofwork: New Well Propuse: Monitor Sdate: Not Reported Completedd: Not Reported Diameter: 7 in From Surface To 37 ft Dmethod: Hollow Stem Auger Bcompletio: Not Reported Packedfrom: Not Reported Packsize: Not Reported Finterval: From 25 ft to 37 ft with 16/30 Sand(#sacks and material) Sinterval: From 1 ft to 25 ft with 3/8 Bentonite(#sacks and material) Tinterval: From 0 ft to 1 ft with cement(#sacks and material) Usedmethod: slurry Cementedby: ESN-South Contaminat: No Data Propertyli: No Data Verrimetho: No Data Varriance: No Data Surface: Surface Slab Installed Staticleve: No Data Flow: No Data Packers: No Data Cementinwe: No Data Typepump: No Data Pumpbowl: Not Reported Welltests: No Data Yield: Not Reported Watertype: No Data Stratadept: No Data Chemicalma: No Undesirabl: No Companynam: ESN-South Companyadd: 111 Postoak Dr. Ccitystate: Whitney,TX 76692 Licensenum: 55014 Wsignature: Brad Orban Dsignature: No Data Regnum: No Data Comments: no data Site id: TXDOL2000117716 TC6492348.2s Page A-105 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number M106 North TX WELLS TXDOL2000117715 112-1 Mile Higher Database: Well Report Database Fid: 117714 Rec id: 117702 Edr site is 127279 Owner: TCEQ DCRP State Lead Section Ownerwell: MW-9 Address: PO BOX 13087, MC-136,Austin,TX 78711 Grid: 83-13-9 Waddress: 614 Elizabeth Street,Corpus Christi,TX 78404 Lat: 27 46 39 N County: Nueces Long: 097 23 41 W Elevation: No Data Gpsused: Microsoft Typeofwork: New Well Propuse: Monitor Sdate: Not Reported Completedd: Not Reported Diameter: 7 in From Surface To 35 ft Dmethod: Hollow Stem Auger Bcompletio: Not Reported Packedfrom: Not Reported Packsize: Not Reported Finterval: From 23 ft to 35 ft with 16/30 Sand(#sacks and material) Sinterval: From 1 ft to 23 ft with 3/8 Bentonite(#sacks and material) Tinterval: From 0 ft to 1 ft with cement(#sacks and material) Usedmethod: slurry Cementedby: ESN-South Contaminat: No Data Propertyli: No Data Verrimetho: No Data Varriance: No Data Surface: Surface Slab Installed Staticleve: No Data Flow: No Data Packers: No Data Cementinwe: No Data Typepump: No Data Pumpbowl: Not Reported Welltests: No Data Yield: Not Reported Watertype: No Data Stratadept: No Data Chemicalma: No Undesirabl: No Companynam: ESN-South Companyadd: 111 Postoak Dr. Ccitystate: Whitney,TX 76692 Licensenum: 55014 Wsignature: Brad Orban Dsignature: No Data Regnum: No Data Comments: no data Site id: TXDOL2000117715 M107 North TX WELLS TXDOL2000117719 112-1 Mile Higher Database: Well Report Database Fid: 117718 Rec id: 117706 Edr site is 127275 Owner: TCEQ DCRP State Lead Section Ownerwell: MW-3 Address: PO BOX 13087, MC-136,Austin,TX 78711 Grid: 83-13-9 Waddress: 614 Elizabeth Street,Corpus Christi,TX 78404 Lat: 27 46 39 N County: Nueces Long: 097 23 41 W Elevation: No Data Gpsused: Microsoft Typeofwork: New Well Propuse: Monitor Sdate: Not Reported Completedd: Not Reported Diameter: 7 in From Surface To 36 ft Dmethod: Hollow Stem Auger Bcompletio: Not Reported Packedfrom: Not Reported Packsize: Not Reported Finterval: From 23 ft to 36 ft with 16/30 Sand(#sacks and material) Sinterval: From 1 ft to 23 ft with 3/8 Bentonite(#sacks and material) Tinterval: From 0 ft to 1 ft with cement(#sacks and material) Usedmethod: slurry Cementedby: ESN-South TC6492348.2s Page A-106 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Contaminat: No Data Propertyli: No Data Verrimetho: No Data Varriance: No Data Surface: Surface Slab Installed Staticleve: No Data Flow: No Data Packers: No Data Cementinwe: No Data Typepump: No Data Pumpbowl: Not Reported Welltests: No Data Yield: Not Reported Watertype: No Data Stratadept: No Data Chemicalma: No Undesirabl: No Companynam: ESN-South Companyadd: 111 Postoak Dr. Ccitystate: Whitney,TX 76692 Licensenum: 55014 Wsignature: Brad Orban Dsignature: No Data Regnum: No Data Comments: no data Site id: TXDOL2000117719 M108 North TX WELLS TXDOL2000117718 112-1 Mile Higher Database: Well Report Database Fid: 117717 Rec id: 117705 Edr site is 127276 Owner: TCEQ DCRP State Lead Section Ownerwell: MW-6 Address: PO BOX 13087, MC-136,Austin,TX 78711 Grid: 83-13-9 Waddress: 614 Elizabeth Street,Corpus Christi,TX 78404 Lat: 27 46 39 N County: Nueces Long: 097 23 41 W Elevation: No Data Gpsused: Microsoft Typeofwork: New Well Propuse: Monitor Sdate: Not Reported Completedd: Not Reported Diameter: 7 in From Surface To 36 ft Dmethod: Hollow Stem Auger Bcompletio: Not Reported Packedfrom: Not Reported Packsize: Not Reported Finterval: From 23 ft to 36 ft with 16/30 Sand(#sacks and material) Sinterval: From 1 ft to 23 ft with 3/8 Bentonite(#sacks and material) Tinterval: From 0 ft to 1 ft with cement(#sacks and material) Usedmethod: slurry Cementedby: ESN-South Contaminat: No Data Propertyli: No Data Verrimetho: No Data Varriance: No Data Surface: Surface Slab Installed Staticleve: No Data Flow: No Data Packers: No Data Cementinwe: No Data Typepump: No Data Pumpbowl: Not Reported Welltests: No Data Yield: Not Reported Watertype: No Data Stratadept: No Data Chemicalma: No Undesirabl: No Companynam: ESN-South Companyadd: 111 Postoak Dr. Ccitystate: Whitney,TX 76692 Licensenum: 55014 Wsignature: Brad Orban Dsignature: No Data Regnum: No Data Comments: no data Site id: TXDOL2000117718 M109 North TX WELLS TXDOL2000117717 112-1 Mile Higher Database: Well Report Database Fid: 117716 Rec id: 117704 Edr site is 127277 Owner: TCEQ DCRP State Lead Section Ownerwell: MW-7 TC6492348.2s Page A-107 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Address: PO BOX 13087, MC-136,Austin,TX 78711 Grid: 83-13-9 Waddress: 614 Elizabeth Street,Corpus Christi,TX 78404 Lat: 27 46 39 N County: Nueces Long: 097 23 41 W Elevation: No Data Gpsused: Microsoft Typeofwork: New Well Propuse: Monitor Sdate: Not Reported Completedd: Not Reported Diameter: 7 in From Surface To 39 ft Dmethod: Hollow Stem Auger Bcompletio: Not Reported Packedfrom: Not Reported Packsize: Not Reported Finterval: From 27 ft to 39 ft with 16/30 Sand(#sacks and material) Sinterval: From 1 ft to 27 ft with 3/8 Bentonite(#sacks and material) Tinterval: From 0 ft to 1 ft with cement(#sacks and material) Usedmethod: slurry Cementedby: ESN-South Contaminat: No Data Propertyli: No Data Verrimetho: No Data Varriance: No Data Surface: Surface Slab Installed Staticleve: No Data Flow: No Data Packers: No Data Cementinwe: No Data Typepump: No Data Pumpbowl: Not Reported Welltests: No Data Yield: Not Reported Watertype: No Data Stratadept: No Data Chemicalma: No Undesirabl: No Companynam: ESN-South Companyadd: 111 Postoak Dr. Ccitystate: Whitney,TX 76692 Licensenum: 55014 Wsignature: Brad Orban Dsignature: No Data Regnum: No Data Comments: no data Site id: TXDOL2000117717 M110 North TX WELLS TXPLU5000018869 112-1 Mile Higher Database: Submitted Drillers Reports Database(Plugged) Plugging Rpt#: 55052 Well Type: Monitor Borehole Depth(ft): 25 Well Report#: Not Reported Details Reports For: Plug Data Submitted Date: 2009-05-11 Owner Name: Not Reported Well#: MW-2 #Wells Plugged: Not Reported Elevation: Not Reported Original Company Name: Not Reported Original Driller: Not Reported Original License#: Not Reported Original Well Use: Monitor Original Drill Date: 2006-05-22 Plug Method: Pour in 3/8 bentonite chips when standing water in well is less than 100 feet depth,cement top 2 feet Plug Date: 2009-05-05 Variance#: Not Reported Company Name: Alpine Field Services Plugger Name: Roger Miller Driller License: 3078 Apprentice Reg#: Not Reported Comments: No Data Comments: Not Reported Details Reports For: Plug Bore Hole Diameter: 2 Top Depth: Not Reported Bottom Depth: 25 Details Reports For: Plug Range Top Depth: 0 Bottom Depth: 25 Plug Seal: bentonite Amount: Not Reported Unit: Not Reported TC6492348.2s Page A-108 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number M111 North TX WELLS TXPLU5000018868 112-1 Mile Higher Database: Submitted Drillers Reports Database(Plugged) Plugging Rpt#: 55051 Well Type: Monitor Borehole Depth(ft): 25 Well Report#: Not Reported Details Reports For: Plug Data Submitted Date: 2009-05-11 Owner Name: Not Reported Well#: MW-1 #Wells Plugged: Not Reported Elevation: Not Reported Original Company Name: Not Reported Original Driller: Not Reported Original License#: Not Reported Original Well Use: Monitor Original Drill Date: 2006-05-22 Plug Method: Pour in 3/8 bentonite chips when standing water in well is less than 100 feet depth,cement top 2 feet Plug Date: 2009-05-05 Variance#: Not Reported Company Name: Alpine Field Services Plugger Name: Roger Miller Driller License: 3078 Apprentice Reg#: Not Reported Comments: No Data Comments: Not Reported Details Reports For: Plug Bore Hole Diameter: 2 Top Depth: Not Reported Bottom Depth: 25 Details Reports For: Plug Range Top Depth: 0 Bottom Depth: 25 Plug Seal: bentonite Amount: Not Reported Unit: Not Reported M112 North TX WELLS TXPLU5000018871 112-1 Mile Higher Database: Submitted Drillers Reports Database(Plugged) Plugging Rpt#: 55054 Well Type: Monitor Borehole Depth(ft): 52 Well Report#: Not Reported Details Reports For: Plug Data Submitted Date: 2009-05-11 Owner Name: Not Reported Well#: MW-4 #Wells Plugged: Not Reported Elevation: Not Reported Original Company Name: Not Reported Original Driller: Not Reported Original License#: Not Reported Original Well Use: Monitor Original Drill Date: 2008-04-02 Plug Method: Pour in 3/8 bentonite chips when standing water in well is less than 100 feet depth,cement top 2 feet Plug Date: 2009-05-05 Variance#: Not Reported Company Name: Alpine Field Services Plugger Name: Roger Miller Driller License: 3078 Apprentice Reg#: Not Reported Comments: No Data Comments: Not Reported Details Reports For: Plug Bore Hole Diameter: 2 Top Depth: Not Reported Bottom Depth: 52 TC6492348.2s Page A-109 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Details Reports For: Plug Range Top Depth: 0 Bottom Depth: 25 Plug Seal: bentonite Amount: Not Reported Unit: Not Reported M113 North TX WELLS TXPLU5000018870 112-1 Mile Higher Database: Submitted Drillers Reports Database(Plugged) Plugging Rpt#: 55053 Well Type: Monitor Borehole Depth(ft): 25 Well Report#: Not Reported Details Reports For: Plug Data Submitted Date: 2009-05-11 Owner Name: Not Reported Well#: MW-3 #Wells Plugged: Not Reported Elevation: Not Reported Original Company Name: Not Reported Original Driller: Not Reported Original License#: Not Reported Original Well Use: Monitor Original Drill Date: 2006-05-23 Plug Method: Pour in 3/8 bentonite chips when standing water in well is less than 100 feet depth,cement top 2 feet Plug Date: 2009-05-05 Variance#: Not Reported Company Name: Alpine Field Services Plugger Name: Roger Miller Driller License: 3078 Apprentice Reg#: Not Reported Comments: No Data Comments: Not Reported Details Reports For: Plug Bore Hole Diameter: 2 Top Depth: Not Reported Bottom Depth: 25 Details Reports For: Plug Range Top Depth: 0 Bottom Depth: 25 Plug Seal: bentonite Amount: Not Reported Unit: Not Reported 0114 NNW TX WELLS TXMON5000420800 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Monitoring) Well Rpt#: 430136 Well Type: New Well Proposed Use: Environmental Soil Boring Borehole Depth(ft): 20 Injurious Water Quality: no Plugging Rpt#: 161470 Submitted Date: 2016-08-23 Owner Name: Dr.Jude Aririquzo Carvey Real Estate Well#: B-1 #Wells Drilled: 1 Elevation: 0 Type of Work: New Well Work Type Desc: Not Reported Original Well Rpt Track#: Not Reported Proposed Use: Environmental Soil Boring Proposed Use Desc: Not Reported TCEQ Approved Plans: Not Reported PWS#: Not Reported Drill Start Date: 2016-07-06 Drill End Date: 2016-07-06 Seal Method: Poured Seal Method Desc: Not Reported Dist to Septic/Other Contam: Not Reported Distance to Septic Tank: Not Reported Dist to Property Line: Not Reported Distance Verify Meth: Not Reported TC6492348.2s Page A-110 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Approved by Variance: Not Reported Sealed by Driller: Yes Sealed by Name: Not Reported Surface Completion: Not Reported Surf Complete Desc: Not Reported Completed by Driller: Not Reported Pump Type: Not Reported Pump Type Desc: Not Reported Pump Depth: Not Reported Chemical Analysis: No Injurious Water: No Company Name: Select Drilling Services, LLC. Driller Name: Stanley Joseph Grover Jr Comments: Not Reported Plugged within 48 hrs: Yes Plugging Rpt Tracking#: 161470 Driller License#: 54247 Apprentice Reg#: Not Reported Details Reports For: Well Bore Hole Diameter: 2.25 Top Depth: 0 Bottom Depth: 20 Details Reports For: Well Drilling Method Drill Method: Direct Push Details Reports For: Well Completion Borehole Completion: Plugged Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 0 Bottom Depth: 20 Lithology: Lean Clay(CL); Brown to dark brown,dry,soft,with concrete pieces,light brown and moist,sand lenses,gray with ferrous stains,stiff dry with black ferrous stains. 0115 NNW TX WELLS TXPLU5000158012 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Plugged) Plugging Rpt#: 161470 Well Type: Environmental Soil Boring Borehole Depth(ft): 20 Well Report#: 430136 Details Reports For: Plug Data Submitted Date: 2016-08-23 Owner Name: Dr.Jude Aririquzo Carvey Real Estate Well#: B-1 #Wells Plugged: 1 Elevation: 0 Original Company Name: Select Drilling Services, LLC. Original Driller: Stanley Joseph Grover Jr Original License#: 54247 Original Well Use: Environmental Soil Boring Original Drill Date: 2016-07-06 Plug Method: Pour in 3/8 bentonite chips when standing water in well is less than 100 feet depth,cement top 2 feet Plug Date: 2016-07-06 Variance#: Not Reported Company Name: Select Drilling Services, LLC. Plugger Name: Stanley Grover Driller License: 54247 Apprentice Reg#: Not Reported Comments: Not Reported Comments: Not Reported Details Reports For: Plug Bore Hole Diameter: 2.25 Top Depth: 0 Bottom Depth: 20 Details Reports For: Plug Range Top Depth: 0 Bottom Depth: 2 Plug Seal: Concrete Amount: 0.13 Unit: Bags/Sacks TC6492348.2s Page A-111 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Details Reports For: Plug Range Top Depth: 2 Bottom Depth: 20 Plug Seal: Bentonite Amount: 1 Unit: Bags/Sacks M116 North TX WELLS TXMON5000180709 112-1 Mile Higher Database: Submitted Drillers Reports Database(Monitoring) Well Rpt#: 183480 Well Type: New Well Proposed Use: Monitor Borehole Depth(ft): 55 Injurious Water Quality: no Plugging Rpt#: Not Reported Submitted Date: 2009-06-22 Owner Name: Not Reported Well#: MW-1D #Wells Drilled: Not Reported Elevation: Not Reported Type of Work: New Well Work Type Desc: Not Reported Original Well Rpt Track#: Not Reported Proposed Use: Monitor Proposed Use Desc: Not Reported TCEQ Approved Plans: Not Reported PWS#: Not Reported Drill Start Date: 2009-05-04 Drill End Date: 2009-05-04 Seal Method: Unknown Seal Method Desc: Not Reported Dist to Septic/Other Contam: Not Reported Distance to Septic Tank: Not Reported Dist to Property Line: Not Reported Distance Verify Meth: Not Reported Approved by Variance: Not Reported Sealed by Driller: No Sealed by Name: Not Reported Surface Completion: Surface Slab Installed Surf Complete Desc: Not Reported Completed by Driller: Not Reported Pump Type: Not Reported Pump Type Desc: Not Reported Pump Depth: Not Reported Chemical Analysis: Yes Injurious Water: No Company Name: Alpine Field Services Driller Name: Roger Dale Miller Comments: Not Reported Plugged within 48 hrs: No Plugging Rpt Tracking#: Not Reported Driller License#: 3078 Apprentice Reg#: Not Reported Details Reports For: Well Bore Hole Diameter: 6.25 Top Depth: 36 Bottom Depth: 55 Details Reports For: Well Bore Hole Diameter: 10.25 Top Depth: 0 Bottom Depth: 36 Details Reports For: Well Drilling Method Drill Method: Hollow Stem Auger Details Reports For: Well Completion Borehole Completion: Filter Packed Details Reports For: Well Filter Filter Material: Gravel Top Depth: 37 Bottom Depth: 55 Size: 20/40 Details Reports For: Well Seal Range Top Depth: 33 Bottom Depth: 36 Annular Seal: bentonite Amount: Not Reported Unit: Not Reported TC6492348.2s Page A-112 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Details Reports For: Well Seal Range Top Depth: 0 Bottom Depth: 1 Annular Seal: concrete Amount: Not Reported Unit: Not Reported Details Reports For: Well Seal Range Top Depth: 1 Bottom Depth: 33 Annular Seal: Grout Amount: Not Reported Unit: Not Reported Details Reports For: Well Test Test Type: Bailer Yield: Not Reported Drawdown: Not Reported Hours: Not Reported Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 0 Bottom Depth: 1 Lithology: Ft.Topsoil Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 1 Bottom Depth: 2 Lithology: Ft.Clay,gray Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 2 Bottom Depth: 4 Lithology: Ft.Gravelly silty clay,dark gray Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 4 Bottom Depth: 6 Lithology: Ft.Clay,grayish brown Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 6 Bottom Depth: 10 Lithology: Ft.Clay, brownish to greenish gray Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 10 Bottom Depth: 19 Lithology: Ft.Clay,light brown Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 19 Bottom Depth: 20 Lithology: Ft.Sand, light brown Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 20 Bottom Depth: 24 Lithology: Ft.Clay,light brown Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 24 Bottom Depth: 27 Lithology: Ft.Clayey sand,light brown Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 27 Bottom Depth: 28 TC6492348.2s Page A-113 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Lithology: Ft.Clay,light brown Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 28 Bottom Depth: 32 Lithology: Ft.Sandy clay,light brown Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 32 Bottom Depth: 35 Lithology: Ft.Sand, light brown Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 35 Bottom Depth: 40 Lithology: Ft.Clay,greenish gray Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 40 Bottom Depth: 45 Lithology: Ft.Sand, light brown Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 45 Bottom Depth: 54 Lithology: Ft. No Recovery Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 54 Bottom Depth: 55 Lithology: Ft.Clay Details Reports For: Well Casing Migrated Sort#: 1 Top Depth: Not Reported Bottom Depth: Not Reported Migrated Casing Info: 8 In New PVC Casing 0-36.0 Ft.SCH 40 Diameter: Not Reported Casing Status: Not Reported Casing Material: Not Reported Casing Type: Not Reported Schedule: Not Reported Gauge: Not Reported Details Reports For: Well Casing Migrated Sort#: 2 Top Depth: Not Reported Bottom Depth: Not Reported Migrated Casing Info: 2 In New PVC Riser 0-39.0 Ft.SCH 40 Diameter: Not Reported Casing Status: Not Reported Casing Material: Not Reported Casing Type: Not Reported Schedule: Not Reported Gauge: Not Reported Details Reports For: Well Casing Migrated Sort#: 3 Top Depth: Not Reported Bottom Depth: Not Reported Migrated Casing Info: 2 In New PVC Screen SCH 40 39.0-54.0 Ft.0.010 Diameter: Not Reported Casing Status: Not Reported Casing Material: Not Reported Casing Type: Not Reported Schedule: Not Reported Gauge: Not Reported Details Reports For: Well Casing Migrated Sort#: 4 Top Depth: Not Reported Bottom Depth: Not Reported Migrated Casing Info: 2 In New PVC Sump 54.0-55.0 Ft. SCH 40 Diameter: Not Reported Casing Status: Not Reported Casing Material: Not Reported Casing Type: Not Reported TC6492348.2s Page A-114 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Schedule: Not Reported Gauge: Not Reported M117 North TX WELLS TXDOL2000116997 112-1 Mile Higher Database: Well Report Database Fid: 116996 Rec id: 116984 Edr site is 183480 Owner: No Data Ownerwell: MW-1D Address: No Data Grid: 83-13-9 Waddress: 3rd Street&Elizabeth St.,Corpus Christi,TX Lat: 27 46 39 N County: Nueces Long: 097 23 46 W Elevation: No Data Gpsused: No Data Typeofwork: New Well Propuse: Monitor Sdate: Not Reported Completedd: Not Reported Diameter: 10.25 in From Surface To 36 ft Dmethod: Hollow Stem Auger Bcompletio: Not Reported Packedfrom: 37 ft to 55 ft Packsize: 20/40 Finterval: From 0 ft to 1 ft with concrete(#sacks and material) Sinterval: From 1 ft to 33 ft with Grout(#sacks and material) Tinterval: From 33 ft to 36 ft with bentonite(#sacks and material) Usedmethod: No Data Cementedby: No Data Contaminat: No Data Propertyli: No Data Verrimetho: No Data Varriance: No Data Surface: Surface Slab Installed Staticleve: No Data Flow: No Data Packers: No Data Cementinwe: No Data Typepump: No Data Pumpbowl: Not Reported Welltests: Bailer Yield: (No Data)GPM with(No Data)ft drawdown after(No Data)hours Watertype: No Data Stratadept: No Data Chemicalma: Yes Undesirabl: No Companynam: Alpine Field Services Companyadd: 9095 Emmott Ccitystate: Houston ,TX 77040 Licensenum: 3078 Wsignature: Roger Miller Dsignature: No Data Regnum: No Data Comments: no data Site id: TXDOL2000116997 0118 NNW TX WELLS TXMON5000420816 112-1 Mile Higher Database: Submitted Drillers Reports Database(Monitoring) Well Rpt#: 430147 Well Type: New Well Proposed Use: Other Borehole Depth(ft): 6 Injurious Water Quality: no Plugging Rpt#: Not Reported Submitted Date: 2016-08-23 Owner Name: Dr.Jude Aririguzo Cravey Real Estate Well#: VP-2 #Wells Drilled: 1 Elevation: 37 Type of Work: New Well Work Type Desc: Not Reported Original Well Rpt Track#: Not Reported Proposed Use: Other-Vapor Extraction Point Proposed Use Desc: Vapor Extraction Point TCEQ Approved Plans: Not Reported PWS#: Not Reported Drill Start Date: 2016-07-06 Drill End Date: 2016-07-06 Seal Method: Poured TC6492348.2s Page A-115 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Seal Method Desc: Not Reported Dist to Septic/Other Contam: Not Reported Distance to Septic Tank: Not Reported Dist to Property Line: Not Reported Distance Verify Meth: Not Reported Approved by Variance: Not Reported Sealed by Driller: Yes Sealed by Name: Not Reported Surface Completion: Not Reported Surf Complete Desc: Not Reported Completed by Driller: Not Reported Pump Type: Not Reported Pump Type Desc: Not Reported Pump Depth: Not Reported Chemical Analysis: No Injurious Water: No Company Name: Select Drilling Services, LLC. Driller Name: Stanley Joseph Grover Jr Comments: Not Reported Plugged within 48 hrs: No Plugging Rpt Tracking#: Not Reported Driller License#: 54247 Apprentice Reg#: Not Reported Details Reports For: Well Bore Hole Diameter: 2.25 Top Depth: 0 Bottom Depth: 6 Details Reports For: Well Drilling Method Drill Method: Direct Push Details Reports For: Well Completion Borehole Completion: Plugged Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 0 Bottom Depth: .5 Lithology: Lean Clay(CL); Brown,dry,soft,with silt Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: .5 Bottom Depth: 6 Lithology: Concrete and brick pieces. 0119 NNW TX WELLS TXMON5000420806 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Monitoring) Well Rpt#: 430139 Well Type: New Well Proposed Use: Environmental Soil Boring Borehole Depth(ft): 20 Injurious Water Quality: no Plugging Rpt#: 161471 Submitted Date: 2016-08-23 Owner Name: Dr.Jude Aririguzo Cravey Real Estate Well#: B-2 #Wells Drilled: 1 Elevation: 37 Type of Work: New Well Work Type Desc: Not Reported Original Well Rpt Track#: Not Reported Proposed Use: Environmental Soil Boring Proposed Use Desc: Not Reported TCEQ Approved Plans: Not Reported PWS#: Not Reported Drill Start Date: 2016-07-06 Drill End Date: 2016-07-06 Seal Method: Poured Seal Method Desc: Not Reported Dist to Septic/Other Contam: Not Reported Distance to Septic Tank: Not Reported Dist to Property Line: Not Reported Distance Verify Meth: Not Reported Approved by Variance: Not Reported Sealed by Driller: Yes Sealed by Name: Not Reported Surface Completion: Not Reported Surf Complete Desc: Not Reported Completed by Driller: Not Reported Pump Type: Not Reported Pump Type Desc: Not Reported Pump Depth: Not Reported Chemical Analysis: No TC6492348.2s Page A-116 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Injurious Water: No Company Name: Select Drilling Services, LLC. Driller Name: Stanley Joseph Grover Jr Comments: Not Reported Plugged within 48 hrs: Yes Plugging Rpt Tracking#: 161471 Driller License#: 54247 Apprentice Reg#: Not Reported Details Reports For: Well Bore Hole Diameter: 2.25 Top Depth: 0 Bottom Depth: 20 Details Reports For: Well Drilling Method Drill Method: Direct Push Details Reports For: Well Completion Borehole Completion: Plugged Details Reports For: Well Seal Range Top Depth: 0 Bottom Depth: 2 Annular Seal: Concrete Amount: 0.125 Unit: Bags/Sacks Details Reports For: Well Seal Range Top Depth: 2 Bottom Depth: 20 Annular Seal: Bentonite Amount: 1 Unit: Bags/Sacks Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 0 Bottom Depth: 5 Lithology: Clayey Sand(SC); Dark Brown,dry,soft,with concrete pieces. Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 5 Bottom Depth: 20 Lithology: Lean Clay(CL); Light brown, moist,soft,with sand lenses,stiff,gray hue with black ferrous stains. 0120 NNW TX WELLS TXPLU5000158013 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Plugged) Plugging Rpt#: 161471 Well Type: Environmental Soil Boring Borehole Depth(ft): 20 Well Report#: 430139 Details Reports For: Plug Data Submitted Date: 2016-08-23 Owner Name: Dr.Jude Aririguzo Cravey Real Estate Well#: B-2 #Wells Plugged: 1 Elevation: 37 Original Company Name: Select Drilling Services, LLC. Original Driller: Stanley Joseph Grover Jr Original License#: 54247 Original Well Use: Environmental Soil Boring Original Drill Date: 2016-07-06 Plug Method: Pour in 3/8 bentonite chips when standing water in well is less than 100 feet depth,cement top 2 feet Plug Date: 2016-07-06 Variance#: Not Reported Company Name: Select Drilling Services, LLC. Plugger Name: Stanley Grover Driller License: 54247 Apprentice Reg#: Not Reported Comments: Not Reported Comments: Not Reported TC6492348.2s Page A-117 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Details Reports For: Plug Bore Hole Diameter: 2.25 Top Depth: 0 Bottom Depth: 20 Details Reports For: Plug Range Top Depth: 2 Bottom Depth: 20 Plug Seal: Bentonite Amount: 1 Unit: Bags/Sacks Details Reports For: Plug Range Top Depth: 0 Bottom Depth: 2 Plug Seal: Concrete Amount: 0.13 Unit: Bags/Sacks 0121 NNW TX WELLS TXMON5000420818 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Monitoring) Well Rpt#: 430149 Well Type: New Well Proposed Use: Other Borehole Depth(ft): 6 Injurious Water Quality: no Plugging Rpt#: Not Reported Submitted Date: 2016-08-23 Owner Name: Dr.Jude Aririguzo Cravey Real Estate Well#: VP-3 #Wells Drilled: 1 Elevation: 37 Type of Work: New Well Work Type Desc: Not Reported Original Well Rpt Track#: Not Reported Proposed Use: Other-Vapor Extraction Point Proposed Use Desc: Vapor Extraction Point TCEQ Approved Plans: Not Reported PWS#: Not Reported Drill Start Date: 2016-07-06 Drill End Date: 2016-07-06 Seal Method: Poured Seal Method Desc: Not Reported Dist to Septic/Other Contam: Not Reported Distance to Septic Tank: Not Reported Dist to Property Line: Not Reported Distance Verify Meth: Not Reported Approved by Variance: Not Reported Sealed by Driller: Yes Sealed by Name: Not Reported Surface Completion: Not Reported Surf Complete Desc: Not Reported Completed by Driller: Not Reported Pump Type: Not Reported Pump Type Desc: Not Reported Pump Depth: Not Reported Chemical Analysis: No Injurious Water: No Company Name: Select Drilling Services, LLC. Driller Name: Stanley Joseph Grover Jr Comments: Not Reported Plugged within 48 hrs: No Plugging Rpt Tracking#: Not Reported Driller License#: 54247 Apprentice Reg#: Not Reported Details Reports For: Well Bore Hole Diameter: 2.25 Top Depth: 0 Bottom Depth: 6 Details Reports For: Well Drilling Method Drill Method: Direct Push Details Reports For: Well Completion Borehole Completion: Plugged Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 0 Bottom Depth: 6 Lithology: Lean Clay(CL); Dark Brown,dry,soft,with black ferrous stains. TC6492348.2s Page A-118 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number 0122 NNW TX WELLS TXMON5000420813 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Monitoring) Well Rpt#: 430145 Well Type: New Well Proposed Use: Other Borehole Depth(ft): 6 Injurious Water Quality: no Plugging Rpt#: Not Reported Submitted Date: 2016-08-23 Owner Name: Dr.Jude Aririguzo Cravey Real Estate Well#: VP-1 #Wells Drilled: 1 Elevation: 37 Type of Work: New Well Work Type Desc: Not Reported Original Well Rpt Track#: Not Reported Proposed Use: Other-Vapor Extraction Point Proposed Use Desc: Vapor Extraction Point TCEQ Approved Plans: Not Reported PWS#: Not Reported Drill Start Date: 2016-07-06 Drill End Date: 2016-07-06 Seal Method: Poured Seal Method Desc: Not Reported Dist to Septic/Other Contam: Not Reported Distance to Septic Tank: Not Reported Dist to Property Line: Not Reported Distance Verify Meth: Not Reported Approved by Variance: Not Reported Sealed by Driller: Yes Sealed by Name: Not Reported Surface Completion: Not Reported Surf Complete Desc: Not Reported Completed by Driller: Not Reported Pump Type: Not Reported Pump Type Desc: Not Reported Pump Depth: Not Reported Chemical Analysis: No Injurious Water: No Company Name: Select Drilling Services, LLC. Driller Name: Stanley Joseph Grover Jr Comments: vapor extraction points were filled with sand,bentonite,and capped with 2ft of concrete. Plugged within 48 hrs: No Plugging Rpt Tracking#: Not Reported Driller License#: 54247 Apprentice Reg#: Not Reported Details Reports For: Well Bore Hole Diameter: 2.25 Top Depth: 0 Bottom Depth: 6 Details Reports For: Well Drilling Method Drill Method: Direct Push Details Reports For: Well Completion Borehole Completion: Plugged Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 0 Bottom Depth: 6 Lithology: Lean Clay(CL); Dark brown,dry,soft,with black ferrous stains 123 NW TX WELLS TXBR30000012773 1/2-1 Mile Higher Database: Brackish Resources Aquifer Characterization System Database Well ID: 13986 Data Source: DBSA Water Wells CCASRCD Total Hole Depth(ft): -99999 Total Well Depth: 19 Well Bottom Elevation: 17 Drill Date: 19881020 TC6492348.2s Page A-119 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Kelly Bushing Height: 0 Well Type: Other Locating Agency: DBSA Elevation: 36 Elevation Method: D Elevation Agency: TWDB Elevation Date: 20122 1 0124 NNW TX WELLS TXMON5000420807 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Monitoring) Well Rpt#: 430141 Well Type: New Well Proposed Use: Environmental Soil Boring Borehole Depth(ft): 20 Injurious Water Quality: no Plugging Rpt#: 161472 Submitted Date: 2016-08-23 Owner Name: Dr.Jude Aririguzo Cravey Real Estate Well#: B-3 #Wells Drilled: 1 Elevation: 37 Type of Work: New Well Work Type Desc: Not Reported Original Well Rpt Track#: Not Reported Proposed Use: Environmental Soil Boring Proposed Use Desc: Not Reported TCEQ Approved Plans: Not Reported PWS#: Not Reported Drill Start Date: 2016-07-06 Drill End Date: 2016-07-06 Seal Method: Poured Seal Method Desc: Not Reported Dist to Septic/Other Contam: Not Reported Distance to Septic Tank: Not Reported Dist to Property Line: Not Reported Distance Verify Meth: Not Reported Approved by Variance: Not Reported Sealed by Driller: Yes Sealed by Name: Not Reported Surface Completion: Not Reported Surf Complete Desc: Not Reported Completed by Driller: Not Reported Pump Type: Not Reported Pump Type Desc: Not Reported Pump Depth: Not Reported Chemical Analysis: No Injurious Water: No Company Name: Select Drilling Services, LLC. Driller Name: Stanley Joseph Grover Jr Comments: Not Reported Plugged within 48 hrs: Yes Plugging Rpt Tracking#: 161472 Driller License#: 54247 Apprentice Reg#: Not Reported Details Reports For: Well Bore Hole Diameter: 2.25 Top Depth: 0 Bottom Depth: 20 Details Reports For: Well Drilling Method Drill Method: Direct Push Details Reports For: Well Completion Borehole Completion: Plugged Details Reports For: Well Seal Range Top Depth: 2 Bottom Depth: 20 Annular Seal: Bentonite Amount: 1 Unit: Bags/Sacks Details Reports For: Well Seal Range Top Depth: 0 Bottom Depth: 2 Annular Seal: Concrete Amount: 0.125 Unit: Bags/Sacks Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 0 Bottom Depth: 5 TC6492348.2s Page A-120 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Lithology: Concrete Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 5 Bottom Depth: 20 Lithology: Lean Clay(CL); Light brown, moist,soft,with sand lenses,with black ferrous stains,stiff,gray hue and dry with black frees stains. 0125 NNW TX WELLS TXPLU5000158014 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Plugged) Plugging Rpt#: 161472 Well Type: Environmental Soil Boring Borehole Depth(ft): 20 Well Report#: 430141 Details Reports For: Plug Data Submitted Date: 2016-08-23 Owner Name: Dr.Jude Aririguzo Cravey Real Estate Well#: B-3 #Wells Plugged: 1 Elevation: 37 Original Company Name: Select Drilling Services, LLC. Original Driller: Stanley Joseph Grover Jr Original License#: 54247 Original Well Use: Environmental Soil Boring Original Drill Date: 2016-07-06 Plug Method: Pour in 3/8 bentonite chips when standing water in well is less than 100 feet depth,cement top 2 feet Plug Date: 2016-07-06 Variance#: Not Reported Company Name: Select Drilling Services, LLC. Plugger Name: Stanley Grover Driller License: 54247 Apprentice Reg#: Not Reported Comments: Not Reported Comments: Not Reported Details Reports For: Plug Bore Hole Diameter: 2.25 Top Depth: 0 Bottom Depth: 20 Details Reports For: Plug Range Top Depth: 0 Bottom Depth: 2 Plug Seal: Concrete Amount: 0.13 Unit: Bags/Sacks Details Reports For: Plug Range Top Depth: 2 Bottom Depth: 20 Plug Seal: Bentonite Amount: 1 Unit: Bags/Sacks 0126 NNW TX WELLS TXMON5000420808 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Monitoring) Well Rpt#: 430142 Well Type: New Well Proposed Use: Environmental Soil Boring Borehole Depth(ft): 20 Injurious Water Quality: no Plugging Rpt#: 161473 Submitted Date: 2016-08-23 TC6492348.2s Page A-121 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Owner Name: Dr.Jude Aririguzo Cravey Real Estate Well#: B-4 #Wells Drilled: 1 Elevation: 37 Type of Work: New Well Work Type Desc: Not Reported Original Well Rpt Track#: Not Reported Proposed Use: Environmental Soil Boring Proposed Use Desc: Not Reported TCEQ Approved Plans: Not Reported PWS#: Not Reported Drill Start Date: 2016-07-06 Drill End Date: 2016-07-06 Seal Method: Poured Seal Method Desc: Not Reported Dist to Septic/Other Contam: Not Reported Distance to Septic Tank: Not Reported Dist to Property Line: Not Reported Distance Verify Meth: Not Reported Approved by Variance: Not Reported Sealed by Driller: Yes Sealed by Name: Not Reported Surface Completion: Not Reported Surf Complete Desc: Not Reported Completed by Driller: Not Reported Pump Type: Not Reported Pump Type Desc: Not Reported Pump Depth: Not Reported Chemical Analysis: No Injurious Water: No Company Name: Select Drilling Services, LLC. Driller Name: Stanley Joseph Grover Jr Comments: Not Reported Plugged within 48 hrs: Yes Plugging Rpt Tracking#: 161473 Driller License#: 54247 Apprentice Reg#: Not Reported Details Reports For: Well Bore Hole Diameter: 2.25 Top Depth: 0 Bottom Depth: 20 Details Reports For: Well Drilling Method Drill Method: Direct Push Details Reports For: Well Completion Borehole Completion: Plugged Details Reports For: Well Seal Range Top Depth: 0 Bottom Depth: 2 Annular Seal: Concrete Amount: 0.125 Unit: Bags/Sacks Details Reports For: Well Seal Range Top Depth: 2 Bottom Depth: 20 Annular Seal: Bentonite Amount: 1 Unit: Bags/Sacks Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 0 Bottom Depth: 2.5 Lithology: Concrete Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 2.5 Bottom Depth: 20 Lithology: Clayey sand(SC); Black, moist,soft,with an odor,wet, light brown to gray. 0127 NNW TX WELLS TXPLU5000158015 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Plugged) Plugging Rpt#: 161473 Well Type: Environmental Soil Boring Borehole Depth(ft): 20 Well Report#: 430142 TC6492348.2s Page A-122 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Details Reports For: Plug Data Submitted Date: 2016-08-23 Owner Name: Dr.Jude Aririguzo Cravey Real Estate Well#: B-4 #Wells Plugged: 1 Elevation: 37 Original Company Name: Select Drilling Services, LLC. Original Driller: Stanley Joseph Grover Jr Original License#: 54247 Original Well Use: Environmental Soil Boring Original Drill Date: 2016-07-06 Plug Method: Pour in 3/8 bentonite chips when standing water in well is less than 100 feet depth,cement top 2 feet Plug Date: 2016-07-06 Variance#: Not Reported Company Name: Select Drilling Services, LLC. Plugger Name: Stanley Grover Driller License: 54247 Apprentice Reg#: Not Reported Comments: Not Reported Comments: Not Reported Details Reports For: Plug Bore Hole Diameter: 2.25 Top Depth: 0 Bottom Depth: 20 Details Reports For: Plug Range Top Depth: 0 Bottom Depth: 2 Plug Seal: Concrete Amount: 0.13 Unit: Bags/Sacks Details Reports For: Plug Range Top Depth: 2 Bottom Depth: 20 Plug Seal: Bentonite Amount: 1 Unit: Bags/Sacks 0128 NNW TX WELLS TXMON5000420810 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Monitoring) Well Rpt#: 430143 Well Type: New Well Proposed Use: Environmental Soil Boring Borehole Depth(ft): 20 Injurious Water Quality: no Plugging Rpt#: 161474 Submitted Date: 2016-08-23 Owner Name: Dr.Jude Aririguzo Cravey Real Estate Well#: B-5 #Wells Drilled: 1 Elevation: 37 Type of Work: New Well Work Type Desc: Not Reported Original Well Rpt Track#: Not Reported Proposed Use: Environmental Soil Boring Proposed Use Desc: Not Reported TCEQ Approved Plans: Not Reported PWS#: Not Reported Drill Start Date: 2016-07-06 Drill End Date: 2016-07-07 Seal Method: Poured Seal Method Desc: Not Reported Dist to Septic/Other Contam: Not Reported Distance to Septic Tank: Not Reported Dist to Property Line: Not Reported Distance Verify Meth: Not Reported Approved by Variance: Not Reported Sealed by Driller: Yes Sealed by Name: Not Reported Surface Completion: Not Reported Surf Complete Desc: Not Reported Completed by Driller: Not Reported Pump Type: Not Reported Pump Type Desc: Not Reported Pump Depth: Not Reported Chemical Analysis: No Injurious Water: No Company Name: Select Drilling Services, LLC. Driller Name: Stanley Joseph Grover Jr Comments: Not Reported Plugged within 48 hrs: Yes Plugging Rpt Tracking#: 161474 Driller License#: 54247 Apprentice Reg#: Not Reported TC6492348.2s Page A-123 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Details Reports For: Well Bore Hole Diameter: 2.25 Top Depth: 0 Bottom Depth: 20 Details Reports For: Well Drilling Method Drill Method: Direct Push Details Reports For: Well Completion Borehole Completion: Plugged Details Reports For: Well Seal Range Top Depth: 0 Bottom Depth: 2 Annular Seal: Concrete Amount: 0.125 Unit: Bags/Sacks Details Reports For: Well Seal Range Top Depth: 2 Bottom Depth: 20 Annular Seal: Bentonite Amount: 1 Unit: Bags/Sacks Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 0 Bottom Depth: 20 Lithology: Lean Clay(CL); Light brown, moist,stiff,with and odor,dark gray with sand lenses,light brown, light gray,with sand 0129 NNW TX WELLS TXPLU5000165014 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Plugged) Plugging Rpt#: 161474 Well Type: Environmental Soil Boring Borehole Depth(ft): 20 Well Report#: 430143 Details Reports For: Plug Data Submitted Date: 2016-08-23 Owner Name: Dr.Jude Aririguzo Cravey Real Estate Well#: B-5 #Wells Plugged: 1 Elevation: 37 Original Company Name: Select Drilling Services, LLC. Original Driller: Stanley Joseph Grover Jr Original License#: 54247 Original Well Use: Environmental Soil Boring Original Drill Date: 2016-07-07 Plug Method: Pour in 3/8 bentonite chips when standing water in well is less than 100 feet depth,cement top 2 feet Plug Date: 2016-07-06 Variance#: Not Reported Company Name: Select Drilling Services, LLC. Plugger Name: Stanley Grover Driller License: 54247 Apprentice Reg#: Not Reported Comments: Not Reported Comments: Not Reported Details Reports For: Plug Bore Hole Diameter: 2.25 Top Depth: 0 Bottom Depth: 20 Details Reports For: Plug Range Top Depth: 0 Bottom Depth: 2 Plug Seal: Concrete Amount: 0.13 Unit: Bags/Sacks TC6492348.2s Page A-124 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number P130 North TX WELLS TXMON5000389528 112-1 Mile Higher Database: Submitted Drillers Reports Database(Monitoring) Well Rpt#: 395229 Well Type: New Well Proposed Use: Monitor Borehole Depth(ft): 30 Injurious Water Quality: Not Reported Plugging Rpt#: 150419 Submitted Date: 2015-05-14 Owner Name: TWF Partners LLC Well#: TMW-2 #Wells Drilled: Not Reported Elevation: Not Reported Type of Work: New Well Work Type Desc: Not Reported Original Well Rpt Track#: Not Reported Proposed Use: Monitor Proposed Use Desc: Not Reported TCEQ Approved Plans: Not Reported PWS#: Not Reported Drill Start Date: 2015-05-01 Drill End Date: 2015-05-01 Seal Method: Not Applicable Seal Method Desc: Not Reported Dist to Septic/Other Contam: Not Reported Distance to Septic Tank: Not Reported Dist to Property Line: Not Reported Distance Verify Meth: Not Reported Approved by Variance: Not Reported Sealed by Driller: No Sealed by Name: Not Reported Surface Completion: Unknown Surf Complete Desc: Not Reported Completed by Driller: Not Reported Pump Type: Not Reported Pump Type Desc: Not Reported Pump Depth: Not Reported Chemical Analysis: Not Reported Injurious Water: Not Reported Company Name: Envirotech Drilling Services, LLC Driller Name: Jaime Vasquez Comments: Not Reported Plugged within 48 hrs: Yes Plugging Rpt Tracking#: 150419 Driller License#: 58171 Apprentice Reg#: Not Reported Details Reports For: Well Bore Hole Diameter: 3.5 Top Depth: 0 Bottom Depth: 30 Details Reports For: Well Drilling Method Drill Method: Direct Push Details Reports For: Well Completion Borehole Completion: Unknown Details Reports For: Well Plugback Top Depth: Not Reported Bottom Depth: Not Reported Migrated Sort#: 1 Plugback: All PVC Removed from Boring Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 0 Bottom Depth: 1 Lithology: Asphalt Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 1 Bottom Depth: 12 Lithology: Clay-gray Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 12 Bottom Depth: 13 Lithology: Clay-yellow TC6492348.2s Page A-125 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 13 Bottom Depth: 18 Lithology: Clay-pale yellow Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 18 Bottom Depth: 19 Lithology: Sand-pale yellow Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 19 Bottom Depth: 20 Lithology: Clay-grayish brown Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 20 Bottom Depth: 25 Lithology: Silty Clay-pale yellow Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 25 Bottom Depth: 30 Lithology: Sand-pale yellow P131 North TX WELLS TXPLU5000148362 112-1 Mile Higher Database: Submitted Drillers Reports Database(Plugged) Plugging Rpt#: 150419 Well Type: Monitor Borehole Depth(ft): 30 Well Report#: 395229 Details Reports For: Plug Data Submitted Date: 2015-05-14 Owner Name: TWF Partners LLC Well#: TMW-2 #Wells Plugged: Not Reported Elevation: Not Reported Original Company Name: Envirotech Drilling Services, LLC Original Driller: Jaime Vasquez Original License#: 58171 Original Well Use: Monitor Original Drill Date: 2015-05-01 Plug Method: Unknown Plug Date: 2015-05-01 Variance#: Not Reported Company Name: Envirotech Drilling Services, LLC Plugger Name: Jaime Vasquez Driller License: 58171 Apprentice Reg#: Not Reported Comments: Not Reported Comments: Not Reported Details Reports For: Plug Bore Hole Diameter: 3.5 Top Depth: 0 Bottom Depth: 30 Details Reports For: Plug Range Top Depth: Not Reported Bottom Depth: Not Reported Plug Seal: All PVC Removed from Boring Amount: Not Reported Unit: Not Reported TC6492348.2s Page A-126 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number Q132 West TX WELLS TXBR30000012753 1/2-1 Mile Higher Database: Brackish Resources Aquifer Characterization System Database Well ID: 13966 Data Source: DBSA Water Wells CCASRCD Total Hole Depth(ft): -99999 Total Well Depth: 18 Well Bottom Elevation: 16 Drill Date: 19961 3 Kelly Bushing Height: 0 Well Type: Other Locating Agency: DBSA Elevation: 34 Elevation Method: D Elevation Agency: TWDB Elevation Date: 20122 1 Q133 West TX WELLS TXBR30000012754 1/2-1 Mile Higher Database: Brackish Resources Aquifer Characterization System Database Well ID: 13967 Data Source: DBSA Water Wells CCASRCD Total Hole Depth(ft): -99999 Total Well Depth: 10 Well Bottom Elevation: 24 Drill Date: 19951222 Kelly Bushing Height: 0 Well Type: Other Locating Agency: DBSA Elevation: 34 Elevation Method: D Elevation Agency: TWDB Elevation Date: 20122 1 P134 North TX WELLS TXMON5000295613 112-1 Mile Higher Database: Submitted Drillers Reports Database(Monitoring) Well Rpt#: 299741 Well Type: New Well Proposed Use: Environmental Soil Boring Borehole Depth(ft): 15 Injurious Water Quality: Not Reported Plugging Rpt#: Not Reported Submitted Date: 2012-09-25 Owner Name: Harbor View Care Center Well#: SB-3 #Wells Drilled: Not Reported Elevation: Not Reported Type of Work: New Well Work Type Desc: Not Reported Original Well Rpt Track#: Not Reported Proposed Use: Environmental Soil Boring Proposed Use Desc: Not Reported TCEQ Approved Plans: Not Reported PWS#: Not Reported Drill Start Date: 2012-09-13 Drill End Date: 2012-09-13 Seal Method: Hand Mixed Seal Method Desc: Not Reported Dist to Septic/Other Contam: Not Reported Distance to Septic Tank: Not Reported Dist to Property Line: Not Reported Distance Verify Meth: Not Reported Approved by Variance: Not Reported Sealed by Driller: Yes Sealed by Name: Not Reported Surface Completion: Alternative Procedure Used Surf Complete Desc: Not Reported Completed by Driller: Not Reported Pump Type: Not Reported Pump Type Desc: Not Reported Pump Depth: Not Reported Chemical Analysis: Not Reported Injurious Water: Not Reported Company Name: Vortex Drilling,Inc. Driller Name: Gary B Leifeste Comments: Not Reported TC6492348.2s Page A-127 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Plugged within 48 hrs: No Plugging Rpt Tracking#: Not Reported Driller License#: 55002 Apprentice Reg#: Not Reported Details Reports For: Well Bore Hole Diameter: 3 Top Depth: 0 Bottom Depth: 15 Details Reports For: Well Drilling Method Drill Method: Driven Details Reports For: Well Completion Borehole Completion: Plugged Details Reports For: Well Seal Range Top Depth: 0 Bottom Depth: 2 Annular Seal: 0.15 Cement Amount: Not Reported Unit: Not Reported Details Reports For: Well Seal Range Top Depth: 2 Bottom Depth: 15 Annular Seal: 1 Bentonite Amount: Not Reported Unit: Not Reported Details Reports For: Well Packers Migrated Sort#: 1 Packers: N/A Depth: Not Reported Details Reports For: Well Plugback Top Depth: Not Reported Bottom Depth: Not Reported Migrated Sort#: 1 Plugback: N/A Details Reports For: Well Lithology Migrated Sort#: 1 Top Depth: Not Reported Bottom Depth: Not Reported Lithology: 0-15 Sandy clay,dk.gray/gray,v.dry,hard,non- Details Reports For: Well Lithology Migrated Sort#: 2 Top Depth: Not Reported Bottom Depth: Not Reported Lithology: plastic,some shell fragments,@41t.gray,@5sl. Details Reports For: Well Lithology Migrated Sort#: 3 Top Depth: Not Reported Bottom Depth: Not Reported Lithology: moist,low plastic Details Reports For: Well Casing Migrated Sort#: 1 Top Depth: Not Reported Bottom Depth: Not Reported Migrated Casing Info: N/A Diameter: Not Reported Casing Status: Not Reported Casing Material: Not Reported Casing Type: Not Reported Schedule: Not Reported Gauge: Not Reported TC6492348.2s Page A-128 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number P135 North TX WELLS TXMON5000295612 112-1 Mile Higher Database: Submitted Drillers Reports Database(Monitoring) Well Rpt#: 299740 Well Type: New Well Proposed Use: Environmental Soil Boring Borehole Depth(ft): 15 Injurious Water Quality: Not Reported Plugging Rpt#: Not Reported Submitted Date: 2012-09-25 Owner Name: Harbor View Care Center Well#: SB-2 #Wells Drilled: Not Reported Elevation: Not Reported Type of Work: New Well Work Type Desc: Not Reported Original Well Rpt Track#: Not Reported Proposed Use: Environmental Soil Boring Proposed Use Desc: Not Reported TCEQ Approved Plans: Not Reported PWS#: Not Reported Drill Start Date: 2012-09-13 Drill End Date: 2012-09-13 Seal Method: Hand Mixed Seal Method Desc: Not Reported Dist to Septic/Other Contam: Not Reported Distance to Septic Tank: Not Reported Dist to Property Line: Not Reported Distance Verify Meth: Not Reported Approved by Variance: Not Reported Sealed by Driller: Yes Sealed by Name: Not Reported Surface Completion: Alternative Procedure Used Surf Complete Desc: Not Reported Completed by Driller: Not Reported Pump Type: Not Reported Pump Type Desc: Not Reported Pump Depth: Not Reported Chemical Analysis: Not Reported Injurious Water: Not Reported Company Name: Vortex Drilling,Inc. Driller Name: Gary B Leifeste Comments: Not Reported Plugged within 48 hrs: No Plugging Rpt Tracking#: Not Reported Driller License#: 55002 Apprentice Reg#: Not Reported Details Reports For: Well Bore Hole Diameter: 3 Top Depth: 0 Bottom Depth: 15 Details Reports For: Well Drilling Method Drill Method: Driven Details Reports For: Well Completion Borehole Completion: Plugged Details Reports For: Well Seal Range Top Depth: 2 Bottom Depth: 15 Annular Seal: 1 Bentonite Amount: Not Reported Unit: Not Reported Details Reports For: Well Seal Range Top Depth: 0 Bottom Depth: 2 Annular Seal: 0.15 Cement Amount: Not Reported Unit: Not Reported Details Reports For: Well Packers Migrated Sort#: 1 Packers: N/A Depth: Not Reported Details Reports For: Well Plugback Top Depth: Not Reported Bottom Depth: Not Reported Migrated Sort#: 1 Plugback: N/A TC6492348.2s Page A-129 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Details Reports For: Well Lithology Migrated Sort#: 1 Top Depth: Not Reported Bottom Depth: Not Reported Lithology: 0-15 Sandy clay,dk.gray/gray,v.dry,hard,non-plastic,some shell fragments,@4 It.gray,@5sl.moist, Details Reports For: Well Lithology Migrated Sort#: 2 Top Depth: Not Reported Bottom Depth: Not Reported Lithology: low plastic,@10 It.grayish brw.,lt.brw.some slickensides Details Reports For: Well Casing Migrated Sort#: 1 Top Depth: Not Reported Bottom Depth: Not Reported Migrated Casing Info: N/A Diameter: Not Reported Casing Status: Not Reported Casing Material: Not Reported Casing Type: Not Reported Schedule: Not Reported Gauge: Not Reported P136 North TX WELLS TXMON5000295611 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Monitoring) Well Rpt#: 299739 Well Type: New Well Proposed Use: Environmental Soil Boring Borehole Depth(ft): 20 Injurious Water Quality: Not Reported Plugging Rpt#: Not Reported Submitted Date: 2012-09-25 Owner Name: Harbor View Care Center Well#: SB-1 #Wells Drilled: Not Reported Elevation: Not Reported Type of Work: New Well Work Type Desc: Not Reported Original Well Rpt Track#: Not Reported Proposed Use: Environmental Soil Boring Proposed Use Desc: Not Reported TCEQ Approved Plans: Not Reported PWS#: Not Reported Drill Start Date: 2012-09-13 Drill End Date: 2012-09-13 Seal Method: Hand Mixed Seal Method Desc: Not Reported Dist to Septic/Other Contam: Not Reported Distance to Septic Tank: Not Reported Dist to Property Line: Not Reported Distance Verify Meth: Not Reported Approved by Variance: Not Reported Sealed by Driller: Yes Sealed by Name: Not Reported Surface Completion: Alternative Procedure Used Surf Complete Desc: Not Reported Completed by Driller: Not Reported Pump Type: Not Reported Pump Type Desc: Not Reported Pump Depth: Not Reported Chemical Analysis: Not Reported Injurious Water: Not Reported Company Name: Vortex Drilling,Inc. Driller Name: Gary B Leifeste Comments: Not Reported Plugged within 48 hrs: No Plugging Rpt Tracking#: Not Reported Driller License#: 55002 Apprentice Reg#: Not Reported Details Reports For: Well Bore Hole Diameter: 3 Top Depth: 0 Bottom Depth: 20 Details Reports For: Well Drilling Method Drill Method: Driven Details Reports For: Well Completion Borehole Completion: Plugged Details Reports For: Well Seal Range Top Depth: 0 TC6492348.2s Page A-130 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Bottom Depth: 2 Annular Seal: 0.15 Cement Amount: Not Reported Unit: Not Reported Details Reports For: Well Seal Range Top Depth: 2 Bottom Depth: 20 Annular Seal: 1.25 Bentonite Amount: Not Reported Unit: Not Reported Details Reports For: Well Packers Migrated Sort#: 1 Packers: N/A Depth: Not Reported Details Reports For: Well Plugback Top Depth: Not Reported Bottom Depth: Not Reported Migrated Sort#: 1 Plugback: N/A Details Reports For: Well Lithology Migrated Sort#: 1 Top Depth: Not Reported Bottom Depth: Not Reported Lithology: 0-14 Sandy cl ay,gray,v.d ry,hard,non-plastic, Details Reports For: Well Lithology Migrated Sort#: 2 Top Depth: Not Reported Bottom Depth: Not Reported Lithology: @4 It.gray,@5 sl.moist,low plastic Details Reports For: Well Lithology Migrated Sort#: 3 Top Depth: Not Reported Bottom Depth: Not Reported Lithology: 14-20 Sand,lt.grayish brw.,med.grained,well Details Reports For: Well Lithology Migrated Sort#: 4 Top Depth: Not Reported Bottom Depth: Not Reported Lithology: sorted,rounded,@18 trending to It.brw. Details Reports For: Well Casing Migrated Sort#: 1 Top Depth: Not Reported Bottom Depth: Not Reported Migrated Casing Info: N/A Diameter: Not Reported Casing Status: Not Reported Casing Material: Not Reported Casing Type: Not Reported Schedule: Not Reported Gauge: Not Reported P137 North TX WELLS TXMON5000295616 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Monitoring) Well Rpt#: 299744 Well Type: New Well Proposed Use: Environmental Soil Boring Borehole Depth(ft): 25 Injurious Water Quality: Not Reported Plugging Rpt#: Not Reported Submitted Date: 2012-09-25 Owner Name: Harbor View Care Center Well#: SB-6 #Wells Drilled: Not Reported Elevation: Not Reported Type of Work: New Well Work Type Desc: Not Reported Original Well Rpt Track#: Not Reported TC6492348.2s Page A-131 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Proposed Use: Environmental Soil Boring Proposed Use Desc: Not Reported TCEQ Approved Plans: Not Reported PWS#: Not Reported Drill Start Date: 2012-09-13 Drill End Date: 2012-09-13 Seal Method: Hand Mixed Seal Method Desc: Not Reported Dist to Septic/Other Contam: Not Reported Distance to Septic Tank: Not Reported Dist to Property Line: Not Reported Distance Verify Meth: Not Reported Approved by Variance: Not Reported Sealed by Driller: Yes Sealed by Name: Not Reported Surface Completion: Alternative Procedure Used Surf Complete Desc: Not Reported Completed by Driller: Not Reported Pump Type: Not Reported Pump Type Desc: Not Reported Pump Depth: Not Reported Chemical Analysis: Not Reported Injurious Water: Not Reported Company Name: Vortex Drilling,Inc. Driller Name: Gary B Leifeste Comments: Not Reported Plugged within 48 hrs: No Plugging Rpt Tracking#: Not Reported Driller License#: 55002 Apprentice Reg#: Not Reported Details Reports For: Well Bore Hole Diameter: 3 Top Depth: 0 Bottom Depth: 25 Details Reports For: Well Drilling Method Drill Method: Driven Details Reports For: Well Completion Borehole Completion: Plugged Details Reports For: Well Seal Range Top Depth: 2 Bottom Depth: 25 Annular Seal: 1.60 Bentonite Amount: Not Reported Unit: Not Reported Details Reports For: Well Seal Range Top Depth: 0 Bottom Depth: 2 Annular Seal: 0.15 Cement Amount: Not Reported Unit: Not Reported Details Reports For: Well Packers Migrated Sort#: 1 Packers: N/A Depth: Not Reported Details Reports For: Well Plugback Top Depth: Not Reported Bottom Depth: Not Reported Migrated Sort#: 1 Plugback: N/A Details Reports For: Well Lithology Migrated Sort#: 1 Top Depth: Not Reported Bottom Depth: Not Reported Lithology: 0-2"Asphalt Details Reports For: Well Lithology Migrated Sort#: 2 Top Depth: Not Reported Bottom Depth: Not Reported Lithology: 2"-25 Sandy clay,gray,firm,sl.moist,low plastic, Details Reports For: Well Lithology Migrated Sort#: 3 Top Depth: Not Reported Bottom Depth: Not Reported Lithology: @5 It.gray,moist,med.plastic,some slickensides, Details Reports For: Well Lithology Migrated Sort#: 4 TC6492348.2s Page A-132 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Top Depth: Not Reported Bottom Depth: Not Reported Lithology: @11 It.gray w/It.brw.mottling,some slickensides, Details Reports For: Well Lithology Migrated Sort#: 5 Top Depth: Not Reported Bottom Depth: Not Reported Lithology: @15 brownish gray,firm,caliche nodules,few Details Reports For: Well Lithology Migrated Sort#: 6 Top Depth: Not Reported Bottom Depth: Not Reported Lithology: sand lenses Details Reports For: Well Casing Migrated Sort#: 1 Top Depth: Not Reported Bottom Depth: Not Reported Migrated Casing Info: N/A Diameter: Not Reported Casing Status: Not Reported Casing Material: Not Reported Casing Type: Not Reported Schedule: Not Reported Gauge: Not Reported P138 North TX WELLS TXMON5000295615 112-1 Mile Higher Database: Submitted Drillers Reports Database(Monitoring) Well Rpt#: 299743 Well Type: New Well Proposed Use: Environmental Soil Boring Borehole Depth(ft): 15 Injurious Water Quality: Not Reported Plugging Rpt#: Not Reported Submitted Date: 2012-09-25 Owner Name: Harbor View Care Center Well#: SB-5 #Wells Drilled: Not Reported Elevation: Not Reported Type of Work: New Well Work Type Desc: Not Reported Original Well Rpt Track#: Not Reported Proposed Use: Environmental Soil Boring Proposed Use Desc: Not Reported TCEQ Approved Plans: Not Reported PWS#: Not Reported Drill Start Date: 2012-09-13 Drill End Date: 2012-09-13 Seal Method: Hand Mixed Seal Method Desc: Not Reported Dist to Septic/Other Contam: Not Reported Distance to Septic Tank: Not Reported Dist to Property Line: Not Reported Distance Verify Meth: Not Reported Approved by Variance: Not Reported Sealed by Driller: Yes Sealed by Name: Not Reported Surface Completion: Alternative Procedure Used Surf Complete Desc: Not Reported Completed by Driller: Not Reported Pump Type: Not Reported Pump Type Desc: Not Reported Pump Depth: Not Reported Chemical Analysis: Not Reported Injurious Water: Not Reported Company Name: Vortex Drilling,Inc. Driller Name: Gary B Leifeste Comments: Not Reported Plugged within 48 hrs: No Plugging Rpt Tracking#: Not Reported Driller License#: 55002 Apprentice Reg#: Not Reported Details Reports For: Well Bore Hole Diameter: 3 Top Depth: 0 Bottom Depth: 15 Details Reports For: Well Drilling Method Drill Method: Driven TC6492348.2s Page A-133 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Details Reports For: Well Completion Borehole Completion: Plugged Details Reports For: Well Seal Range Top Depth: 0 Bottom Depth: 2 Annular Seal: 0.15 Cement Amount: Not Reported Unit: Not Reported Details Reports For: Well Seal Range Top Depth: 2 Bottom Depth: 15 Annular Seal: 1 Bentonite Amount: Not Reported Unit: Not Reported Details Reports For: Well Packers Migrated Sort#: 1 Packers: N/A Depth: Not Reported Details Reports For: Well Plugback Top Depth: Not Reported Bottom Depth: Not Reported Migrated Sort#: 1 Plugback: N/A Details Reports For: Well Lithology Migrated Sort#: 1 Top Depth: Not Reported Bottom Depth: Not Reported Lithology: 0-2"Asphalt Details Reports For: Well Lithology Migrated Sort#: 2 Top Depth: Not Reported Bottom Depth: Not Reported Lithology: 2"-15 Sandy clay,gray,firm,sl.moist,low plastic, Details Reports For: Well Lithology Migrated Sort#: 3 Top Depth: Not Reported Bottom Depth: Not Reported Lithology: @5 It.gray,moist,med.plastic,some slickensides, Details Reports For: Well Lithology Migrated Sort#: 4 Top Depth: Not Reported Bottom Depth: Not Reported Lithology: @11 It.gray w/It.brw.mottling,some slickensides Details Reports For: Well Casing Migrated Sort#: 1 Top Depth: Not Reported Bottom Depth: Not Reported Migrated Casing Info: N/A Diameter: Not Reported Casing Status: Not Reported Casing Material: Not Reported Casing Type: Not Reported Schedule: Not Reported Gauge: Not Reported P139 North TX WELLS TXMON5000295614 112-1 Mile Higher Database: Submitted Drillers Reports Database(Monitoring) Well Rpt#: 299742 Well Type: New Well Proposed Use: Environmental Soil Boring Borehole Depth(ft): 15 Injurious Water Quality: Not Reported Plugging Rpt#: Not Reported TC6492348.2s Page A-134 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Submitted Date: 2012-09-25 Owner Name: Harbor View Care Center Well#: SB-4 #Wells Drilled: Not Reported Elevation: Not Reported Type of Work: New Well Work Type Desc: Not Reported Original Well Rpt Track#: Not Reported Proposed Use: Environmental Soil Boring Proposed Use Desc: Not Reported TCEQ Approved Plans: Not Reported PWS#: Not Reported Drill Start Date: 2012-09-13 Drill End Date: 2012-09-13 Seal Method: Hand Mixed Seal Method Desc: Not Reported Dist to Septic/Other Contam: Not Reported Distance to Septic Tank: Not Reported Dist to Property Line: Not Reported Distance Verify Meth: Not Reported Approved by Variance: Not Reported Sealed by Driller: Yes Sealed by Name: Not Reported Surface Completion: Alternative Procedure Used Surf Complete Desc: Not Reported Completed by Driller: Not Reported Pump Type: Not Reported Pump Type Desc: Not Reported Pump Depth: Not Reported Chemical Analysis: Not Reported Injurious Water: Not Reported Company Name: Vortex Drilling,Inc. Driller Name: Gary B Leifeste Comments: Not Reported Plugged within 48 hrs: No Plugging Rpt Tracking#: Not Reported Driller License#: 55002 Apprentice Reg#: Not Reported Details Reports For: Well Bore Hole Diameter: 3 Top Depth: 0 Bottom Depth: 15 Details Reports For: Well Drilling Method Drill Method: Driven Details Reports For: Well Completion Borehole Completion: Plugged Details Reports For: Well Seal Range Top Depth: 2 Bottom Depth: 15 Annular Seal: 1 Bentonite Amount: Not Reported Unit: Not Reported Details Reports For: Well Seal Range Top Depth: 0 Bottom Depth: 2 Annular Seal: 0.15 Cement Amount: Not Reported Unit: Not Reported Details Reports For: Well Packers Migrated Sort#: 1 Packers: N/A Depth: Not Reported Details Reports For: Well Plugback Top Depth: Not Reported Bottom Depth: Not Reported Migrated Sort#: 1 Plugback: N/A Details Reports For: Well Lithology Migrated Sort#: 1 Top Depth: Not Reported Bottom Depth: Not Reported Lithology: 0-2"Asphalt Details Reports For: Well Lithology Migrated Sort#: 2 Top Depth: Not Reported Bottom Depth: Not Reported Lithology: 2"-15 Sandy clay,gray,firm,sl.moist,low plastic, Details Reports For: Well Lithology Migrated Sort#: 3 Top Depth: Not Reported Bottom Depth: Not Reported TC6492348.2s Page A-135 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Lithology: @5 It.gray,moist,med.plastic,some slickensides, Details Reports For: Well Lithology Migrated Sort#: 4 Top Depth: Not Reported Bottom Depth: Not Reported Lithology: @11 It.gray w/It.brw.mottling,some slickensides Details Reports For: Well Casing Migrated Sort#: 1 Top Depth: Not Reported Bottom Depth: Not Reported Migrated Casing Info: N/A Diameter: Not Reported Casing Status: Not Reported Casing Material: Not Reported Casing Type: Not Reported Schedule: Not Reported Gauge: Not Reported P140 North TX WELLS TXMON5000389530 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Monitoring) Well Rpt#: 395231 Well Type: New Well Proposed Use: Monitor Borehole Depth(ft): 30 Injurious Water Quality: Not Reported Plugging Rpt#: 150420 Submitted Date: 2015-05-14 Owner Name: TWF Partners LLC Well#: TMW-3 #Wells Drilled: Not Reported Elevation: Not Reported Type of Work: New Well Work Type Desc: Not Reported Original Well Rpt Track#: Not Reported Proposed Use: Monitor Proposed Use Desc: Not Reported TCEQ Approved Plans: Not Reported PWS#: Not Reported Drill Start Date: 2015-05-01 Drill End Date: 2015-05-01 Seal Method: Not Applicable Seal Method Desc: Not Reported Dist to Septic/Other Contam: Not Reported Distance to Septic Tank: Not Reported Dist to Property Line: Not Reported Distance Verify Meth: Not Reported Approved by Variance: Not Reported Sealed by Driller: No Sealed by Name: Not Reported Surface Completion: Unknown Surf Complete Desc: Not Reported Completed by Driller: Not Reported Pump Type: Not Reported Pump Type Desc: Not Reported Pump Depth: Not Reported Chemical Analysis: Not Reported Injurious Water: Not Reported Company Name: Envirotech Drilling Services, LLC Driller Name: Jaime Vasquez Comments: Not Reported Plugged within 48 hrs: Yes Plugging Rpt Tracking#: 150420 Driller License#: 58171 Apprentice Reg#: Not Reported Details Reports For: Well Bore Hole Diameter: 3.5 Top Depth: 0 Bottom Depth: 30 Details Reports For: Well Drilling Method Drill Method: Direct Push Details Reports For: Well Completion Borehole Completion: Unknown Details Reports For: Well Plugback Top Depth: Not Reported Bottom Depth: Not Reported Migrated Sort#: 1 Plugback: All PVC Removed from Boring TC6492348.2s Page A-136 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 0 Bottom Depth: 1 Lithology: Gravel Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 1 Bottom Depth: 5 Lithology: Clay-dk gray Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 5 Bottom Depth: 18 Lithology: Clay-It yellowish brown Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 18 Bottom Depth: 19 Lithology: Sand-It yellowish brown Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 19 Bottom Depth: 20 Lithology: Clay-It yellowish brown Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 20 Bottom Depth: 21 Lithology: Sand-pale brown Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 21 Bottom Depth: 22 Lithology: Clay-pale brown Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 22 Bottom Depth: 23 Lithology: Sand Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 23 Bottom Depth: 24 Lithology: Clay-pale brown Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 24 Bottom Depth: 25 Lithology: Sand Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 25 Bottom Depth: 27 Lithology: Sandy Clay-pale brown Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 27 Bottom Depth: 30 Lithology: Sand-pale brown TC6492348.2s Page A-137 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number P141 North TX WELLS TXMON5000389525 112-1 Mile Higher Database: Submitted Drillers Reports Database(Monitoring) Well Rpt#: 395226 Well Type: New Well Proposed Use: Monitor Borehole Depth(ft): 30 Injurious Water Quality: Not Reported Plugging Rpt#: 150418 Submitted Date: 2015-05-14 Owner Name: TWF Partners LLC Well#: TMW-1 #Wells Drilled: Not Reported Elevation: Not Reported Type of Work: New Well Work Type Desc: Not Reported Original Well Rpt Track#: Not Reported Proposed Use: Monitor Proposed Use Desc: Not Reported TCEQ Approved Plans: Not Reported PWS#: Not Reported Drill Start Date: 2015-05-01 Drill End Date: 2015-05-01 Seal Method: Not Applicable Seal Method Desc: Not Reported Dist to Septic/Other Contam: Not Reported Distance to Septic Tank: Not Reported Dist to Property Line: Not Reported Distance Verify Meth: Not Reported Approved by Variance: Not Reported Sealed by Driller: No Sealed by Name: Not Reported Surface Completion: Unknown Surf Complete Desc: Not Reported Completed by Driller: Not Reported Pump Type: Not Reported Pump Type Desc: Not Reported Pump Depth: Not Reported Chemical Analysis: Not Reported Injurious Water: Not Reported Company Name: Envirotech Drilling Services, LLC Driller Name: Jaime Vasquez Comments: Not Reported Plugged within 48 hrs: Yes Plugging Rpt Tracking#: 150418 Driller License#: 58171 Apprentice Reg#: Not Reported Details Reports For: Well Bore Hole Diameter: 3.5 Top Depth: 0 Bottom Depth: 30 Details Reports For: Well Drilling Method Drill Method: Direct Push Details Reports For: Well Completion Borehole Completion: Unknown Details Reports For: Well Plugback Top Depth: Not Reported Bottom Depth: Not Reported Migrated Sort#: 1 Plugback: All PVC Removed from Boring Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 0 Bottom Depth: 5 Lithology: Clay-dk gray Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 5 Bottom Depth: 12 Lithology: Clay-brownish gray Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 12 Bottom Depth: 30 Lithology: Sand-brownish gray TC6492348.2s Page A-138 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number P142 North TX WELLS TXPLU5000148363 112-1 Mile Higher Database: Submitted Drillers Reports Database(Plugged) Plugging Rpt#: 150420 Well Type: Monitor Borehole Depth(ft): 30 Well Report#: 395231 Details Reports For: Plug Data Submitted Date: 2015-05-14 Owner Name: TWF Partners LLC Well#: TMW-3 #Wells Plugged: Not Reported Elevation: Not Reported Original Company Name: Envirotech Drilling Services, LLC Original Driller: Jaime Vasquez Original License#: 58171 Original Well Use: Monitor Original Drill Date: 2015-05-01 Plug Method: Unknown Plug Date: 2015-05-01 Variance#: Not Reported Company Name: Envirotech Drilling Services, LLC Plugger Name: Jaime Vasquez Driller License: 58171 Apprentice Reg#: Not Reported Comments: Not Reported Comments: Not Reported Details Reports For: Plug Bore Hole Diameter: 3.5 Top Depth: 0 Bottom Depth: 30 Details Reports For: Plug Range Top Depth: Not Reported Bottom Depth: Not Reported Plug Seal: All PVC Removed from Boring Amount: Not Reported Unit: Not Reported P143 North TX WELLS TXPLU5000148361 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Plugged) Plugging Rpt#: 150418 Well Type: Monitor Borehole Depth(ft): 30 Well Report#: 395226 Details Reports For: Plug Data Submitted Date: 2015-05-14 Owner Name: TWF Partners LLC Well#: TMW-1 #Wells Plugged: Not Reported Elevation: Not Reported Original Company Name: Envirotech Drilling Services, LLC Original Driller: Jaime Vasquez Original License#: 58171 Original Well Use: Monitor Original Drill Date: 2015-05-01 Plug Method: Unknown Plug Date: 2015-05-01 Variance#: Not Reported Company Name: Envirotech Drilling Services, LLC Plugger Name: Jaime Vasquez Driller License: 58171 Apprentice Reg#: Not Reported Comments: Not Reported Comments: Not Reported Details Reports For: Plug Bore Hole Diameter: 3.5 Top Depth: 0 Bottom Depth: 30 TC6492348.2s Page A-139 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Details Reports For: Plug Range Top Depth: Not Reported Bottom Depth: Not Reported Plug Seal: All PVC Removed from Boring Amount: Not Reported Unit: Not Reported TC6492348.2s Page A-140 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK9- PHYSICAL SETTING SOURCE MAP FINDINGS RADON AREA RADON INFORMATION State Database:TX Radon Radon Test Results County Mean Total Sites %>4 pCi/L %>20 pCi/L Min pCi/L Max pCi/L NUECES .6 19 .0 .0 <.5 2.1 Federal EPA Radon Zone for NUECES County: 3 Note:Zone 1 indoor average level>4 pCi/L. Zone 2 indoor average level—2 pCi/L and<=4 pCi/L. Zone 3 indoor average level<2 pCi/L. Federal Area Radon Information for NUECES COUNTY,TX Number of sites tested: 16 Area Average Activity %<4 pCi/L %4-20 pCi/L %>20 pCi/L Living Area-1st Floor 0.675 pCi/L 100% 0% 0% Living Area-2nd Floor Not Reported Not Reported Not Reported Not Reported Basement Not Reported Not Reported Not Reported Not Reported TC6492348.2s Page A-141 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC PHYSICAL SETTING SOURCE RECORDS SEARCHED TOPOGRAPHIC INFORMATION USGS 7.5'Digital Elevation Model(DEM) Source: United States Geologic Survey EDR acquired the USGS 7.5'Digital Elevation Model in 2002 and updated it in 2006.The 7.5 minute DEM corresponds to the USGS 1:24,000-and 1:25,000-scale topographic quadrangle maps.The DEM provides elevation data with consistent elevation units and projection. Current USGS 7.5 Minute Topographic Map Source: U.S.Geological Survey HYDROLOGIC INFORMATION Flood Zone Data: This data was obtained from the Federal Emergency Management Agency(FEMA).It depicts 100-year and 500-year flood zones as defined by FEMA.It includes the National Flood Hazard Layer(NFHL)which incorporates Flood Insurance Rate Map(FIRM)data and Q3 data from FEMA in areas not covered by NFHL. Source: FEMA Telephone:877-336-2627 Date of Government Version:2003,2015 NWI: National Wetlands Inventory. This data,available in select counties across the country,was obtained by EDR in 2002,2005 and 2010 from the U.S.Fish and Wildlife Service. State Wetlands Data:Wetland Inventory Source:Texas General Land Office Telephone:512-463-0745 HYDROGEOLOGIC INFORMATION AQUIFLOWR Information System Source: EDR proprietary database of groundwater flow information EDR has developed the AQUIFLOW Information System(AIS)to provide data on the general direction of groundwater flow at specific points. EDR has reviewed reports submitted to regulatory authorities at select sites and has extracted the date of the report,hydrogeologically determined groundwater flow direction and depth to water table information. GEOLOGIC INFORMATION Geologic Age and Rock Stratigraphic Unit Source: P.G.Schruben, R.E.Arndt and W.J. Bawiec,Geology of the Conterminous U.S.at 1:2,500,000 Scale-A digital representation of the 1974 P.B.King and H.M. Beikman Map, USGS Digital Data Series DDS-11 (1994). STATSGO: State Soil Geographic Database Source: Department of Agriculture,Natural Resources Conservation Service(NRCS) The U.S. Department of Agriculture's(USDA)Natural Resources Conservation Service(NRCS)leads the national Conservation Soil Survey(NCSS)and is responsible for collecting,storing,maintaining and distributing soil survey information for privately owned lands in the United States.A soil map in a soil survey is a representation of soil patterns in a landscape.Soil maps for STATSGO are compiled by generalizing more detailed (SSURGO) soil survey maps. SSURGO:Soil Survey Geographic Database Source: Department of Agriculture,Natural Resources Conservation Service(NRCS) Telephone: 800-672-5559 SSURGO is the most detailed level of mapping done by the Natural Resources Conservation Service, mapping scales generally range from 1:12,000 to 1:63,360. Field mapping methods using national standards are used to construct the soil maps in the Soil Survey Geographic(SSURGO)database.SSURGO digitizing duplicates the original soil survey maps.This level of mapping is designed for use by landowners,townships and county natural resource planning and management. TC6492348.2s Page PSGR-1 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC PHYSICAL SETTING SOURCE RECORDS SEARCHED LOCAL/REGIONAL WATER AGENCY RECORDS FEDERAL WATER WELLS PWS: Public Water Systems Source: EPA/Office of Drinking Water Telephone: 202-564-3750 Public Water System data from the Federal Reporting Data System. A PWS is any water system which provides water to at least 25 people for at least 60 days annually. PWSs provide water from wells, rivers and other sources. PWS ENF: Public Water Systems Violation and Enforcement Data Source: EPA/Office of Drinking Water Telephone: 202-564-3750 Violation and Enforcement data for Public Water Systems from the Safe Drinking Water Information System(SDWIS)after August 1995. Prior to August 1995,the data came from the Federal Reporting Data System(FRDS). USGS Water Wells: USGS National Water Inventory System(NWIS) This database contains descriptive information on sites where the USGS collects or has collected data on surface water and/or groundwater.The groundwater data includes information on wells,springs,and other sources of groundwater. STATE RECORDS Public Water Supply Sources Databases Source: Texas Commission on Environmental Quality Telephone: 512-239-6199 Locations of public drinking water sources maintained by the TCEQ. Groundwater Database Source: Texas Water Development Board Telephone: 512-936-0837 Well Report Database Source: Department of Licensing and Regulation Telephone: 512-936-0833 Water Well Database Source: Harris-Galveston Coastal Subsidence District Telephone: 281-486-1105 Brackish Resources Aquifer Characterization System Database Source: Texas Water Development Board WDB's Brackish Resources Aquifer Characterization System(BRACS)was designed to map and characterize the brackish aquifers of Texas in greater detail than previous studies.The information is contained in the BRACS Database and project data are summarized in a project report with companion geographic information system data files. Submitted Driller's Reports Database Source: Texas Water Development Board Telephone: 512-936-0833 The Submitted Driller's Report Database is populated from the online Texas Well Report Submission and Retrieval System which is a cooperative Texas Department of Licensing and Regulation(TDLR)and Texas Water Development Board(TWDB)application that registered water-well drillers use to submit their required reports. OTHER STATE DATABASE INFORMATION Texas Oil and Gas Wells Source: Texas Railroad Commission Telephone: 512-463-6882 Oil and gas well locations. TC6492348.2s Page PSGR-2 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC PHYSICAL SETTING SOURCE RECORDS SEARCHED RADON State Database:TX Radon Source: Department of Health Telephone:512-834-6688 Rinal Report of the Texas Indoor Radon Survey Area Radon Information Source: USGS Telephone: 703-356-4020 The National Radon Database has been developed by the U.S. Environmental Protection Agency (USEPA)and is a compilation of the EPA/State Residential Radon Survey and the National Residential Radon Survey. The study covers the years 1986-1992.Where necessary data has been supplemented by information collected at private sources such as universities and research institutions. EPA Radon Zones Source: EPA Telephone: 703-356-4020 Sections 307&309 of IRAA directed EPA to list and identify areas of U.S.with the potential for elevated indoor radon levels. OTHER Airport Landing Facilities: Private and public use landing facilities Source: Federal Aviation Administration, 800-457-6656 Epicenters: World earthquake epicenters, Richter 5 or greater Source: Department of Commerce, National Oceanic and Atmospheric Administration Earthquake Fault Lines: The fault lines displayed on EDR's Topographic map are digitized quaternary faultlines,prepared in 1975 by the United State Geological Survey STREET AND ADDRESS INFORMATION ©2015 TomTom North America, Inc.All rights reserved. This material is proprietary and the subject of copyright protection and other intellectual property rights owned by or licensed to Tele Atlas North America, Inc. The use of this material is subject to the terms of a license agreement. You will be held liable for any unauthorized copying or disclosure of this material. TC6492348.2s Page PSGR-3 DocuSign Envelope ID:OA6E6F28-4048-49F7-9FO1-1O2BBOCA5DDC Phase I ESA & EDR: Alameda Bond 2020 21051 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC f 11',',�,.................. -4� f 1 j 1 J l J J J i J J J 1 i / rrr; r , , y a/ f a- A 1 J l � i iil m in ism e it M� Sii'le Assessment (2020 113ond) .. Il..��,cc.lrnbeir 14, 2021 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Illllmlillllii" eIIlWiiiiii alum Imul um q II,Ilmu IIIIWipI um mil um m uu eIIlWiiiiii uuuuIIIIIW uum m mi IUNiI IIII umo� uu°iippi„ lumpll uu°i0pp„ Omit ymi ml um m uu �lu� is IIIIII�I 'llpu l IIIIIII Illlll lilll�IIIIIII IIIIIII IIIIIII IIIIIII II IIIIIII IIuIUVI 1,IIII „jlllll� l IIIIIII IIIIIII IIIIIII II iul IIIrri ell � i ��° IIII e��,�� V' �� °° � �� I��I��°9I I VIII T �IIIII °lu�l'�� IIIII��° � I°�ject ( 0uu 0 111111 N� �' Corpus Christi, Nueces County,TX HDR Project #10318479 The City of Corpus Christi Alameda Street Bond Project 801 Leopard Street Corpus Christi, TX FN 555 N. Carancahua St. Corpus Christi, TX 78412 (361)-251-1207 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 11/18/2021 Larry Wenger, PE Project Manager The City of Corpus Christi 801 Leopard Street Corpus Christi, Texas 78401 Re: Phase I Environmental Site Assessment Report Submittal South Alameda Street Bond Project City of Corpus Christi Dear Mr. Wenger: We are pleased to provide you with the above-referenced Phase I Environmental Site Assessment (ESA) report. The attached report presents our methodology, findings, opinions, conclusions, and recommendations regarding environmental conditions at the project site. HDR appreciates the opportunity to serve the City of Corpus Christi on this important project. If you have any questions or comments, please feel free to me at Michael.Bell(a�hdrinc.com or(314)425-8347. Sincerely, HDR Engineering, Inc. Michael Bell, PWS Environmental Project Manager Electronic Transmission DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC (Page intentionally left blank) DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC South Alameda Street Roadv�ay Improvement Projed(2020 Bond) Phase I Environmental Site Assessment City of Corpus Christi December 2021 ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... I Contents Tableof Contents.................................................................................................................... v ExecutiveSummary................................................................................................................vii 1.0 Purpose........................................................................................................................ 1 1.1 Report Users.............................................................................................................2 1.2 Scope of Services, Significant Assumptions, and Limitations ......................................2 2.0 Site Description.............................................................................................................5 2.1 Location and Legal Description..................................................................................5 2.2 Description of Structures, Roads, and Other Site Improvements.................................7 2.3 Site and Vicinity Characteristics.................................................................................7 2.4 Area Geology and Hydrogeology...............................................................................7 3.0 User Provided Information........................................................................................... 10 4.0 Environmental Records Review................................................................................... 11 4.1 EDR Database Search Results................................................................................ 11 5.0 Historical Use Information............................................................................................ 14 5.1 Fire Insurance Maps................................................................................................ 14 5.2 Historical Aerial Photographs................................................................................... 14 5.3 Historical Topographic Maps.................................................................................... 15 5.4 City Directory Information......................................................................................... 15 5.5 Environmental Liens, Activity Use Limitations(AULs) and Additional Information ...... 15 5.6 Summary of Previous Environmental Investigations.................................................. 15 6.0 Interviews................................................................................................................... 17 6.1 Site Interviews......................................................................................................... 17 6.2 Offsite Interviews..................................................................................................... 17 7.0 Site Reconnaissance................................................................................................... 17 7.1 Utilities and PCBs.................................................................................................... 18 7.2 Vapor Intrusion Potential.......................................................................................... 18 8.0 Data Gap Analysis ......................................................................................................20 9.0 Findings, Opinions and Conclusions............................................................................21 9.1 Findings..................................................................................................................21 9.2 Opinions..................................................................................................................23 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC South Alameda Street Roadway Improvement Project(2020 Bond) Phase I Environmental Site Assessment City of Corpus Christi December 2021 ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 9.3 Conclusions.............................................................................................................23 10.0 Recommendations......................................................................................................24 11.0 Qualifications of Environmental Professionals..............................................................25 11.1 Signatures and Qualifications...................................................................................25 12.0 References.................................................................................................................26 Ilf:°I g u ires Figure 1. Project Location Map................................................................................................8 Figure2. Site Detail Map.........................................................................................................9 "Tables, Table 1 — Parcels within Project Area.........................................Error! Bookmark not defined. Table 2— Summary of Environmental Database Search Results ............................................ 11 Appendices Appendix A— Governmental Database Search Results Appendix B— Fire Insurance Map Appendix C—Historical Aerial Photographs Appendix D—Historical Topographic Maps Appendix E— City Directory Appendix F— Previous Site Reports Appendix G—Site Photographs DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC South Alameda Street Roadv�ay Improvement Projed(2020 Bond) Phase I Environmental Site Assessment City of Corpus Christi December 2021 ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... „VIIISummary HDR Engineering, Inc. (HDR) has conducted a Phase I Environmental Site Assessment(Phase 1 ESA)of a 0.5 mile section of South Alameda Street roadway easement and portions of adjacent properties (27°45'26.55"N, 97°23'25.38"W) in Corpus Christi, TX. The 0.5 mile corridor, referenced herein as the "Project Area", is located between its intersections with Chamberlain Street and Texan Trail. The Phase I ESA has been prepared for the City Corpus Christi (City). The City is requesting a Phase I ESA of the aforementioned Project Area to support the anticipated reconstruction of the roadway, replacement of City water lines, storm water controls, reconstruction of curb and gutter, traffic signal upgrades, and the reconstruction of ADA accessible ramps and sidewalk. Alameda Street primarily provides access to light commercial property,however there are several residential lots near its intersection with Chamberlain Street. Please refer to the Project Location and Project Detail Maps (Figures 1 and 2, respectively)for further detail. This Phase I ESA identifies Recognized Environmental Conditions (RECs) that may adversely impact the Project Area, and was conducted in accordance within the scope and limitations of the ASTM International (ASTM) Practice E1527-13. This report includes a summary of the site reconnaissance conducted on November 22, 2020, a review of environmental databases, a review of historical data sources, and personal interviews.Any exceptions to or deletions from these ASTM practices are described later in this report. Findings • The 10.2-acre Project Area is located within the Coastal Prairies sub-province of the Gulf Coastal Plains Physiographic Province of southern Texas. The Project Area entirely consists of developed land. The one soil map unit identified by the United States Department of Agriculture (USDA) Natural Resources Conservation Service (NRCS) identified within the ProjectAreawas Urban Land (Ua) (USGS, 2021). • The Project Area is to undergo several construction efforts including; the anticipated reconstruction of the roadway, replacement of City water lines, storm water controls, reconstruction of curb and gutter, traffic signal upgrades, and the reconstruction of Americans with Disabilities Act (ADA) accessible ramps and sidewalk. • Groundwater flow direction is assumed to be to the northeast for the Project Area towards Corpus Christi Bay. Groundwater is is not tidally influenced (TWDB, 2021) • No Groundwater Contamination Cases identified within 1 mile of the Project Area. • No oil and gas wells or pipelines are located within 1 mile of the Project Area. • The EDR report noted 11 listings that are of concern to the Project Area. o Two (2)active and one (1) inactive Underground Storage Take (UST) listing — ■ Active USTs(HEB 413,upgradient; Hospital Corporation of America(HCA) Doctors Regional Hospital, cross-gradient): contain either gasoline or diesel and are associated with commercial activity within or within or adjacent to the Project Area and have Financial Assurance; ■ Inactive Underground Storage Tank (UST) (Davidson's Gulf Service Station/Aman's Food Mart 2, upgradient): located within the Project Area and its contents are unknown. o Three (3) Leaking Petroleum Storage Tank(LPST) listings — ■ All of the listings are associated with commercial activity within or adjacent to the corridor (HEB 413, upgradient; Aman's Food Mart 2, upgradient; DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC South Alameda Street Roadv�ay Improvement Projed(2020 Bond) Phase I Environmental Site Assessment City of Corpus Christi December 2021 ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... HCA Doctors Regional Hospital, cross-gradient); ■ One of the Aman's Food Mart 2 listings note impacts to groundwater while the other only impacted soil; ■ All USTs associated with the LPST listings have either been removed from the ground orfilled in place and have an inactive status with final regulatory concurrence issued. o One (1) Enforcement Action (ENF) listing associated with commercial activity within the corridor at Aman's Food Mart 2 is for failure to show financial assurance for active USTs. o One (1)active DRYCLEANERS and one (1) EDR HIST CLEANER listing for 1.89 Cleaners within the Project Area(upgradient); o Two (2) EDR HIST AUTO listing associated with a historical gas stations: Davidsons Gulf Service Station/Aman's Food Mart2(upgradient,within the Project Area) and McMinn & Company (upgradient,within 1/10 mile of the Project Area); and o One (1)ASBESTOS listing associated with the HCA Doctor's Regional Hospital • All LPST listings have received final concurrence from the state environmental agency, Texas Commission on Environmental Quality(TCEQ), and no further actions are required as the USTs associated with the LPST listings are inactive and have either been removed or filled in place. Those USTs that have not been removed or are stil I considered active have an active Financial Assurance listing associated with them signifying that financial responsibility for previous and residual impacts to soil and groundwater has been established. o The Risk Based Assessment Report submitted by Rosengarten, Smith, and Associates (RSA) and dated March 26, 2015 was the final report submitted to the TCEQ for the Aman's Food Mart 2 site 2015 LPST listing prior to the final closure. The report indicated that RSA had installed an additional monitoring well (MW-5) at the site, no groundwater exceedanceswere noted in the five well network, there is no Non-Aqueous Phase Liquid (NAPL) at the site, and chemicals of concern (COC) concentrations in the soil and groundwater did not exceed state action levels, there's no apparent vapor impact, and the groundwater conditions at the site indicate that biodegredation has effectively reduced COC concentrations in the groundwater. o The Site Closure Report submitted by RSA to the TCEQ on May 14, 2015 for the Aman's Food Mart 2 LPST listing indicated that the five on-site monitoring wells had been plugged and abandoned and that all wastes generated during assessment activities were removed. • The DRYCLEANER and EDR HIST CLEANER listings do not contain reference to historical enforcement actions or compliance violations; however, contamination within and/or in the immediate vicinity of the existing structure may be present. The site,forwhich these two listings are associated, is 1.89 Cleaners and is registered with the TCEQ as a drop off location only. • The ASBESTOS listing is due to the age of the existing structure on the property. • The City Directories and Sanborn Maps provided by EDR indicated that the Project Area has historically included primarily residential development and small businesses as well as the presence of H-E-B Grocery and the Davidson's Gulf Service Station building present since at least 1955. DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC South Alameda Street Roadv�ay Improvement Projed(2020 Bond) Phase I Environmental Site Assessment City of Corpus Christi December 2021 ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... • On November 23, 2021, HDR conducted a reconnaissance of the Project Area and surrounding properties. Multiple waste dumpster areas were identified in commercial and scholar areas surrounding the Project Area o Various subsurface utilities such as communications, electric,water and gas were identified in and in the vicinity of the Project Area. o An UST and a car wash were documented at the H-E-B store within the project area. o Davidsons Gulf Service Station and Aman's Food Mart 2 are no longer present and are now an concrete-paved areas used for parking. 0 1.89 Cleaners(drycleaner)is no longer present,instead a liquor store(WB Liquors &Wine) is currently operating in its place. o Multiple transmission and electric lines with pole-mounted transformers were identified along the Project Area.All transformers looked in good conditions except for one, which did not indicate PCB absence. o Several underground utilities are present within the Project Area—electrical, gas, water. • A diesel aboveground storage tank(AST)that looked in good conditions was identified at the Corpus Christi Medical Center Doctors Regional parking garage facing Texan Trail. Opinions • The inactive LPST listings from 1993 and 2015 for Davidson Gulf Service Station/Aman Food Mart 2 site and the H-E-B Grocery are considered s Historical Recognized Environmental Conditions (HREC) in connection with the Project Area. While releases associated with these listing presents the potential for existing soil and groundwater contamination within the immediate area of this site, existing records and reports indicate that clean-up activities for both releases have been addressed to the satisfaction of the TCEQ. • All other sites and their listings described in this report are not considered to have a potential impact on the project. Conclusions Based upon the above-listed Findings and Opinions, HDR concludes that RECs have been identified for the South Alameda Street Bond Project. The following statement is required by ASTM E 1527-13 as a positive declaration of whether RECs were found: HDR has performed a Phase 1 ESA in conformance with the scope and limitations of ASTM E 1527-13 of a .5 mile of Alameda Street with a general central location (27°45'26.55"N, 97°23'25.38"W)in Corpus Christi, Texas(ProjectArea).Any exceptions to or deletions from these practices are described in the below sections of this report. This report has revealed indication of RECs in connection with the Project Area. Recommendations Recommendations included in this report were developed through the investigative procedures described in the Scope of Services, Significant Assumptions, and Limitations sections of this report(See Section 1.2). These findings should be reviewed within the context of the limitations provided in the Limitations section. Based upon the identification of RECs for the Project Area, HDR makes following recommendations: DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC South Alameda Street Roadway Improvement Project(2020 Bond) Phase I Environmental Site Assessment City of Corpus Christi December 2021 ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Recommendation 1 HDR recommends that the City of Corpus Christi make clear the intent of the project to adjoining properties priorto the start of construction. In addition, HDR recommends that the City of Corpus Christi confirm with all lessees located within the 0.5 mile construction corrider their extent of the environmental clauses and stipulations outlined in their individual lease agreements. Recommendation 2 While a Phase II ESA has been completed at the Davidsons Gulf Service Station/Aman's Food Mart 2 site and clean-up activities have occurred to the satisfaction of the TCEQ for all inactive LPST listings, HDR recommends the preparation of a Soil Management Plan and Health and Safety Plan that focus on proper handling of contaminated soils within proposed excavation and concrete removal areas be developed priorto construction activities. Recommendation 3 The City should engage the TCEQ to determine additional regulatory and/or compliance actions required prior to impacting the Davidsons Gulf Service Station/Aman's Food Mart 2 site. Recommendation 4 HDR recommends that the City of Corpus Christi consider the"shelf life"of Phase I documents in determining risk.ASTM E 1527-13 states that a conforming "Phase I" report is valid for a period of 180 days, and may be updated during the 180 days to 1-year timeframe. The report is valid for use in any of the CERCLA defenses ONLY if it is updated within this time frame. If greater than one year passes fromthe final report date,the Phase I effortwould need to be re peated to remain in compliance with ASTM and the "All Appropriate Inquiry"protection. DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC South Alameda Street Roadv�ay Improvement Projed(2020 Bond) Phase I Environmental Site Assessment City of Corpus Christi December 2021 ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 1 .0 Purpose The purpose of this Phase I ESA is to document the evaluation of the Project Area for indications of"recognized environmental conditions." ASTM Practice E 1527-13 defines the following categories of recognized environmental conditions (REC): REC: The presence or likely presence of any hazardous substances or petroleum products in, on, or at a property: (1)due to release to the environment; (2) under conditi ons indicative of a release to the environment; or (3) under conditions that pose a material threat of a future release to the environment. De minimis conditions are not recognized environmental conditions(see definition below). ASTM E 1527-13 defines release as a release of any hazardous substance or petroleum product shall have the same meaning as the definition of"release"in CERCLA 42 U.S.C. § 9601(22). Historical REC (HREC): A past release of any hazardous substances or petroleum products that has occurred in connection with the property, and has been addressed to the satisfaction of the applicable regulatory authority or meeting unrestricted use criteria established by a regulatory authority. The property is not subject to any required controls(for example,property use restrictions,activity and use limitations, institutional controls, or engineering controls). Controlled REC(CREC): A recognized environmental condition resulting from a past release of hazardous substances or petroleum products that has been addressed to the satisfaction of the applicable regulatory authority (for example, as documented by the issuance of a No Further Action [NFA] letter or equivalent, or meeting risk-based criteria established by the regulatory authority). Hazardous substances or petroleum products are allowed to remain in place, subject to the implementation of required controls(forexample,propertyuse restrictions,activityand use limitations,institutional controls, or engineering controls). Additional conditions that are not included under the definitions of a REC, but are defined by ASTM Practice E 1527-13 include: De minimis: A condition that generally does not present a threat to human health or the environment, and that generally would not be the subject of an enforcement action if brought to the attention of appropriate governmental agencies. Conditions determined to be de minimis conditions are not RECs, historical RECs nor CRECs. Business Environmental Risk: A risk which can have a material environmental or environmentally-driven impact on the business associated with the current or planned use of a parcel of commercial real estate, not necessarily limited to those environmental issues required to be investigated in this practice. Consideration of business environmental risk issues may involve addressing one or more non- scope considerations. DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC South Alameda Street Roadv�ay Improvement Projed(2020 Bond) Phase I Environmental Site Assessment City of Corpus Christi December 2021 ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 1 .1 IRelpoirtUseirs HDR received authorization from the City of Corpus Christi (City)to conduct a Phase I ESA of the Project Area. The Project Area is defined as a 0.5 mile section of South Alameda Street roadway in Corpus Chisti, TX. The Project Area's center is at the approximate latitude/longitude: (27°45'26.55"N,97°23'25.38"W). This Phase I ESA has been prepared for the, and only the City has the right to rely on the contents of this Phase I ESA without written authorization. 1 „2 Scope of Services, S lig in ii-fiinti Ass u imam Iptio ins y a ind IA fimli-tatilloins The services provided forthis project consisted of the following: • Provide a description of the Project Area including current land uses (Section 2.1 —2.3); • Provide a general description of the topography, soils, geology, and groundwater flow direction (Section 2.4); • Review of documents and/or maps provided by the Client and discussion of existing knowledge of the Subject Property(Section 3.0 in total); • Review reasonably ascertainable regulatory information published by federal, state, local, and tribal, environmental agencies pertaining to the Project Area (Section 4.0 in total); • Review historical data sources for the Project Area, including aerial photographs, topographic maps, fire insurance maps, city directories,and other readily available development data(Section 5.0 in total); • Interview current owner of the Project Area and interview other persons with knowledge of the development history of the Project Area(Section 6.0 in total); • Conductan area reconnaissance and an environmental review—including avisual review of adjoining properties—with a focus on indications of hazardous substances, petroleum products, polychlorinated biphenyls(PCBs), wells, storage tanks, solid waste disposal pits and sumps, and utilities (Section 7.0 in total); • Determine data gaps in the information obtained and comment on their significance in identifying RECs for the Project Area(Section 8.0); and • Prepare a written report of methods,findings, opinions and conclusions (Sections 9.0 and 10.0 in total). The goal of this scope of services is to assist the user in identifying conditions i n the project area that may indicate risks regarding hazardous materials storage, disposal, or other impacts. The resulting report may qualify the user for relief from liabilities as one of three"defenses" identified in the 2002 Brownfields Amendments to the Comprehensive Environmental Response, Compensation, and Liability Act (CERCLA) Section 9607 (All Appropriate Inquiry subsections). These three defenses include: 1. The "innocent landowner" defense to potential liabilities under 42 United States Code [U.S.C.] § 9601 2. The "contiguous project corridor owner" defense pursuant to 42 U.S.C. § 9607q 3. The "bona fide prospective purchaser"defense pursuant to 42 U.S.C. §9607r Federal regulations (42 U.S.0 §9601(35)(A) & (13),§9607(b)(3), §9607(q); and §9607(r)), promulgated by the United States (U.S.) Environmental Protection Agency (EPA), require that 2 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC South Alameda Street Roadv�ay Improvement Projed(2020 Bond) Phase I Environmental Site Assessment City of Corpus Christi December 2021 ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... liability release be based (in part)on completion of All Appropriate Inquiries(AAI)prior to purchase of a property. Those inquiries are documented by Phase I reports, or Environmental Site Assessments (ESAs). EPA has agreed that the recently developed ASTM guidance (ASTM Practice E 1527-13: 3.2.6)specifies and interprets AAI requirements. A user is defined by ASTM Practice E 1527-13: as the party seeking to use Practice E 1527 to complete an ESA of the project area and may include a potential purchaser of land in the project area, a potential tenant of the project area, an owner of land in the project area, a lender, or a project area manager. Investigative areas not included in the standard ASTM ESA scope include: asbestos, lead-based paint, lead in drinking water, radon or urea formaldehyde, wetland issues, regulatory compliance, cultural and historic resources, industrial hygiene, health and safety, ecological resources, endangered species, and high voltage power lines. Indoor air quality from sources such as mold and asbestos is not included in the ASTM standard except to the extent that indoor air impacts are related to Superfund release and/or caused by releases of hazardous substances into subsurface soil or groundwater(vapor intrusion). The potential forvapor encroachment or intrusion into structures in the Project Area are assessed from onsite or offsite sources, based on the experience of the Environmental Professional. State and national policies and standards relevant to vapor intrusion are in flux, and subject to change. The scope of services for ESA projects also does not include the completion of soil borings, the installation of groundwater monitoring wells, or the collection of soil or groundwater samples. HDR has made certain assumptions in preparing the scope of this assessment: • Data gathered from public information sources(i.e.,libraries or public regulatory agencies) are accurate and reliable. • Site operations reflect site conditions relative to potential releases, and no intentional concealment of environmental conditions or releases has occurred. • Interview information is directly reported as gathered by the assessor, and is limited by the accuracy of the interviewee's recollection and experience. • Published geologic information and site observations made by the Environmental Professional are used to estimate likely contaminant migration pathways in the subsurface. These estimates by the Environmental Professional are limited in accuracy, and are generally cross-referenced with existing information about similar sites and environmental releases in the area, if available. • Regulatory information is limited to sites identified after the late 1980s, because reliable records were not kept by regulatory agencies prior to that time frame. The findings and conclusions presented in this report are based on the procedures described in ASTM Practice E 1527-13, informal discussions with various agencies, a review of the available literature cited in this report, conditions noted at the time of this Phase I ESA, and HDR's interpretation of the information obtained as part of this Phase I ESA. The findings and conclusions are limited to the specific project and properties described in this report, and by the accuracy and completeness of the information provided by others. An ESA cannot entirely eliminate uncertainty regarding the potential for RECs. Conducting this assessment is intended to reduce, but not eliminate, uncertainty regarding the potential for RECs in connection with a project area within reasonable limits of time and cost. In conducting its services, HDR used a degree of care and skill ordinarily exercised under similar circumstances by reputable members of its profession practicing in the same locality. This Phase I ESA conforms to the level of documentation required in ASTM Practice E 1527-13. However, HDR may omit discussion of certain records, i.e., sources deemed, in HDR's professional opinion, to be 3 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC South Alameda Street Roadv�ay Improvement Projed(2020 Bond) Phase I Environmental Site Assessment City of Corpus Christi December 2021 ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... inapplicable, or of limited value, to the specific needs of the client. In accordance with ASTM, however, if the lack of available documentation results in a data gap, this data gap is identified herein and its significance is discussed. 4 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC South Alameda Street Roadway Improvement Projed(2020 Bond) Phase I Environmental Site Assessment City of Corpus Christi December 2021 ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Si [.Desch �tbI „ 1 IIII ocation and IA egall IDesciriii l ti n The Project Area is a 0.5 mile section of South Alameda Street roadway and portions of adjacent properties in Corpus Christi, TX. Land within and surrounding the Project Area is primarily used for light commercial purposes with businesses including an H-E-B grocery store, CVS pharmacy, and a drycleaners. In addition there are several medical facilities including the HCA Doctors Regional Hospital and the Corpus Christi Medical Center— Doctors Regional. In order from north to south the following streets bisect the Project Area: Chamberlain Street, Vaky Street, McClendon Street, McCall Street, Hoffman Street, Glazebrook Street, and Texan Trail. Corpus Christi Bay is the nearest waterbody 0.75 mile to the northeast. The roadway is managed by the City, but abuts property owned by several lessees listed on different sections of the Project Area. Parcels included in the Project Area are listed in Table 1. Please refer to the Project Location and Site Detail Maps (Figures 1 and 2, respectively) for further site location detail. Table 1 — Parcels within Project Area Lot Acreage TaxID Description ' Owner (ac)'within P rdJ ect Area 4475-0037-0010 501 hoffmanst HERNANDEZ ERICA MARIE 0.03 6103-0810-0630 3060 s alameda st CROCKER T VANCE 0.04 4475-0037-0000 541 me call st CITY OF CORPUS CHRISTI 0.00 6103-0812-0360 3226 s alameda st RIST LAND HOLDINGS LLC 0.45 6103-0810-0550 3046 s alameda st P D & L INC 0.03 6103-0810-0490 3034 s alameda st P D & L INC 0.03 6103-0810-0330 3002 s alameda st CONVENTACADEMY OF THE IN 0.14 0105-0001-0120 3102 s alameda st RID DICK FAM ILY-TEJAS TRUS 0.11 0105-0001-0100 3104 s alameda st PALMER DRUG ABUSE PROGRAM 0.11 0105-0001-0050 3130 s alameda st SARJE PARTNERSHIP LLC 0.13 4475-0007-0010 3133 s alameda st BUTT H E GROCERY CO 0.19 4475-0034-0010 502 hof fman st CRAIG CHRISTOPHER P 0.03 6103-0812-0460 3230 s alameda st SCHULZE J P MD ET UX 0.11 1665-0000-0080 3302 s alameda st DOC FIVE 0.05 6103-0810-0510 3040 s alameda st P D & L INC 0.06 6103-0810-0610 3060 s alameda st CROCKERTVANCE 0.04 0105-0001-0080 3122 s alameda st ERNST RGV PROPERTIES LLC 0.02 4474-0033-0010 502 me clendon st CHILD ABUSE COUNCIL 0.03 5 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC South Alameda Street Roadway Improvement Projed(2020 Bond) Phase I Environmental Site Assessment City of Corpus Christi December 2021 ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Lot Acre & TaxID Description owner (ac)within P ro'ect Area 6103-0812-0520 3242 s alameda st ORTEGA MANUEL GARCIA 0.12 4474-0028-0010 502 vaky st FANS LER BRETTA 0.03 0105-0001-0085 3120 s alameda st ERNST RGV PROPERTIES LLC 0.04 6103-0812-0630 3264 s alameda st PHUNG SUNNY AND WF 0.17 0105-0001-0030 3138 s alameda st JOHNSON TONE JR ET UX 0.14 0105-0001-0090 3118 s alameda st PALMER DRUG ABUSE PROGRAM 0.06 4475-0007-0020 3169 s alameda st WFP LTD 0.02 6103-0812-0550 3248 s alameda st MANLOVE STACY L DDS 0.11 6103-0812-0600 3262 s alameda st I&RCH LLC 0.13 4475-0004-0210 3205 s alameda st AIN2013 TX CORPUS CHRISTI 0.07 6103-0810-0570 3054 s alameda st WELSH NIXON M AND 0.07 6103-0810-0460 3030 s alameda st CONVENTACADEMY OF THE IN 0.04 4473-0028-0200 501 chamberlain st HUNTER STUART H ET UX 0.02 6103-0812-0570 3252 s alameda st SCHWARTZ DONINE NADAAND 0.12 0105-0001-0070 3126 s alameda st BOOKKEEPERS CONSULTANTS 0.04 0105-0001-0075 3124 s alameda st CHRISTOPH STEPHEN MARK A 0.02 4474-0034-0200 501 me clendon st MOTTAGHI GHOLAM R 0.03 6103-0812-0490 3234 s alameda st SCHULZE J P MD ET UX 0.12 4474-0033-0190 501 vaky st SULLY INVESTMENTS LLC 0.03 4475-0004-0240 3217 s alameda st PR GRATTON INVESTMENTS LL 0.03 4475-0004-0250 3233 s alameda st MORNINGSIDE SQUARE REALTY 0.05 4475-0004-0260 3237 s alameda st MORNINGSIDE SQUARE REALTY 0.07 4475-0001-0010 510 texan trl WHATABURGER RESTAURANTS L 0.01 4475-0002-0010 3245 s alameda st CA REAL ESTATE LLC 0.09 CONDO.2115 3301 alameda DOCTORS MEDICAL BUILDING 0.01 0105-0001-0010 3150 s alameda st RIST LAND HOLDINGS LLC 0.16 6 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC South Alameda Street Roadv�ay Improvement Projed(2020 Bond) Phase I Environmental Site Assessment City of Corpus Christi December 2021 ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 2„2 I1,i iril -tiii i , -tiro -tuit , i -tlh it !i-te 111improverneints The Project Area sits in a developed, urban section of South Alameda Street between Chamberlain Street and Texan Trail's intersections in Corpus Christi, TX. The Project Area is bound to the north by Incarnate Word Academy and Chamberlain Street; to the northwest by developed residential land; to the west by developed commercial land primarily consisting of the H-E-B grocery store/gas station; to the east by developed mix-used land consisting of small commercial businesses educational and medical facilities, and an auto servicing facility(Take 5 Oil Change); to the southwest with multiple separate small commercial businesses; to the south by Corpus Christi Medical Center Doctors Regional Hospital; and to the southeast by residential land, a bakery, and Texan Trail. 2.3Sill-teaindV!Ilcliinill-tyClhairac-teirlis-tlics The United States Geological Survey (USGS) 7.5-minute quadrangle map for Corpus Christi, Texas indicates that the Project Area is located at an elevation ranging from 25 to 40 feet above mean sea level (amsl). The topography of the Project Area is graded to the northeast, toward Corpus Christi Bay. The Project Area and it's immediate vicinity consists primarily of commercial property and parking lots. 2.4. Airo. aGeollogyaindlHydirogeollogy The Project Area is located within the Coastal Prairies sub-province of the Gulf Coast Plains Physiographic Province of Southern Texas. Natural regional geology consists of nearly flat strata, including clays and silts of Rio Grande alluvium, interspersed with lomas (well-drained hills of wind-blown clay and silt reaching upwards of 30 feet above the surrounding terrain). This formation was deposited in the Holocene epoch. The Project Area largely consists of developed commercial property and is now recognized as Urban land (Ua) (USGS, 2021). The United States Department of Agricultural Natural Resources Conservation Service (NRCS) lists one soil map unit within the subject property(NRCS, 2021): • Urban land complex, which is categorized by highly variable hydrologic features and traditionally offers poorfiltration The Federal Emergency Management Agency (FEMA) Flood Insurance Rate Map 4854640169C indicates that the Project Area is not located within a historical floodplain. The Project Area is located within the Texas Water Development Board's Groundwater Management Area 16, and is regulated by Corpus Christi Aquatic Storage and Recovery Conservation District(ASRCD) (TWDB, 2021 b). Groundwater flow direction is assumed to be to the northeast, towards Corpus Christi Bay. The Project Area does not reside within a Major or Minor Aquifer as mapped by the Texas Water Development Board. The Project Area is approximately 1 mile north of the Gulf Coast Major Aquifer(TWDB, 2021). 7 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC South Alameda Street Roadway Improvement Project(2020 Bond) Phase I Environmental Site Assessment City of Corpus Christi December 2021 ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... �7' d ti �, ✓ ,� y _1 r7 �p I a r y rQ�ffN� r � r a J 9 /I m„ r �� err i Jr { �r f. 7 `1 � �/ If r q �, �, I/ r / � 5m�r / ��i�'m „��,� r -��✓d r,�� o�.�r�a v f�,�„ ��¢0 4 r'IN �'h � Y ✓ ( " '" r Wy �r4, OX Legend I 1, w Y Project Boundary 6 fly� 'd r �9irxjJre�C 6� PROJECT LOCATION MAP oathR reda Street VAL oft Roadway Iniprovemen is 'Project Corpus, hrii tii Texas 78404 11 3012 0 21 Figure 1. Project Location Map 8 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC South Alameda Street Roadway Improvement Project(2020 Bond) Phase I Environmental Site Assessment City of Corpus Christi December 2021 ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... rol n� i r y n iu r r u11'tl Gmmy and Go,StWon 5W � ` V r I a as SeMce CeAmar s IFood MS 2 i r fr y Figure 2. Site Detail Map 9 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC South Alameda Street Roadway Improvement Project(2020 Bond) Phase I Environmental Site Assessment City of Corpus Christi December 2021 ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... User PiroVided linformatbin The user of the report provided HDR with maps of the Project Area and a tour of the Project Area. In addition, in response to a request for information on the site, the user of the report stated that it: • is unaware of any environmental cleanup liens against the property; • has no knowledge of past uses of the property otherthan for public use; • has no knowledge of any chemicals that are, or were, present on the property; • has no knowledge of any spills or chemical releases on the property; • has no knowledge of any environmental cleanups that may have taken place on the property; an • has no knowledge of the presence of contamination on the property. 10 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC South Alameda Street Roadway Improvement Project(2020 Bond) Phase I Environmental Site Assessment City of Corpus Christi December 2021 ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 4.0 i iii i i i i „ ,,,,,,,, it , iii 4.1 EDR Database Search Results Environmental Data Resources, Inc. (EDR) was contracted by HDR to complete a database search of federal, state, and tribal environmental records for the Project Area. A computerized environmental information database search was performed for the Project Area by EDR on November 10, 2021. The databases searched included federal, state, local, and tribal databases as defined by ASTM E 1527-13,plus EDR proprietary databases as research aids. The results of the database search are summarized in Table 2 and the following paragraphs. For further information, please refer to the Database Search Results map (Figure 3) and complete copy of the EDR environmental database report in AppendixA. Table 2—Summary of Environmental Database Search Results FEDERAL ASTM STANDARD Very small quantity generators(VSQGs)q enerate less th an 100 kq of RCRA-VSQG hazardouswaste,orlessthan 1 kg of acutely hazardous waste per 1 0 month. Large Quantity Generators(VSQGs)generate 100 kilograms or less RCRA-LQG per month of hazardous waste or one kilogram or less per month of 1 0 acutely hazardous waste. STATE and LOCAL ASTM STANDARD The Leaking Petroleum Storage Tank Incident Reports contain an LPST inventoryof reported leaking petroleum storage tankincidents.The data 3 1 come from the Texas Commission on Environmental Quality's Leaking Petroleum Storage Tank Database. The Underground Sto rage Tank database contains registered USTs. UST USTs are regulated underSubtitle I of the Resource Conservation and 3 1 Recovery Act(RCRA).The data come from the Texas Commission on Environmental Quality's Petroleum Storage Tank Database. ADDITIONAL ENVIRONMENTAL RECORDS Ind.HazWaste The lndustrialandHazardousWasteDatabase contains summary reports 2 b waste handlers,generatorsand shippers inTexas. 11 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC South Alameda Street Roadway Improvement Project(2020 Bond) Phase I Environmental Site Assessment City of Corpus Christi December 2021 ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... III The Facility Index System contains both facility information and "pointers"to other sources of information that contain more detail. These include:RCRIS; Permit Compliance System(PCS); Aerometric Information Retrieval System(AIRS); FATES (FIFRA [Federal Insecticide Fungicide Rodenticide Act]and TSCA Enforcement System, FTTS[FIFRA/TSCA Tracking System]; FINDS CERCLIS; DOCKET (Enforcement Docket used to manage and track 1 0 information onciviljudicial enforcement cases forall environmental statutes); Federal Underground Injection Control(FURS);Federal Reporting Data System (FRDS);Surface Impoundments(SIA);TSCAChemicals in Commerce Information System(CICS);PADS;RCRA-J(medicalwaste transporters/disposers);TRIS;and TSCA.The source ofthis database is the U.S. EPA/NTIS. Enforcement& Compliance History Information (ECHO)provides ECHO integrated compliance and enforcement information forabout 1 0 800,000 regulated facilities nationwide. ASBESTOS The Texas Department of State's Health Services provides the public 1 0 with access to Iistingsofasbestos notification site locations. All owners and operators of facilities that treat,store,o r d ispose of FINANCIAL hazardous waste are required to provide proof thattheywill have 3 0 ASSURANCE sufficientfunds to pay for the cleanup,closure,and post-closure care of their facilities. ENF Compliance Enforcementdata 1 DRYCLEANER Drycleaner Registration Database Listing 1 EDR has searched selected national collections of business directories and has collected listings of potential gas station/filling station/service station sites that were available to EDR researchers. EDR HIST EDR's review was limited to thosecategories of sources that might, 2 AUTO in EDR's opinion,include gas station/filling station/service station establishments.The categories reviewed included,butwere not limited to gas, gas station,gasoline station,filling station,auto, automobile repair,auto service station,service station,etc. EDR has searched selected national collections of business directories and has collected listings of potential dry cleaner sites that EDR HIST were availableto EDR researchers.EDR's review was limited to CLEANER thosecategories of sources thatmight,in EDR's opinion,include dry 1 cleaning establishments.Thecategories reviewed included,butwere notlimited to dry cleaners,cleaners,laundry,Laundromat, clean ing/laund ry,wash&dry etc. The EDR report included 22 listings in the federal, state, local, or tribal databases within the 1- mile search radius of the Project Area. All listings were either within or immediately adjacent to the Project Area boundaries. Of the 21 listings, 11 are considered to be of potential concern to the project. 12 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC South Alameda Street Roadway Improvement Project(2020 Bond) Phase I Environmental Site Assessment City of Corpus Christi December 2021 ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... HDR reviewed the listings included within the database search area. Listings or sites that were included by the Environmental Professional as a potential concern to the Project Area are identified in the table above and described in further detail in the following bullets.The remaining listings were determined not to be of concern to the Project Area, based on factors such as distance, hydraulic gradient, geology, or clean-up status. • Two (2) active and one (1) inactive Underground Storage Take (UST) listing— o The two active USTs are associated either with commercial activity within or within or adjacent to the Project Area (HEB 413, upgradient; HCA Doctors Regional Hospital, cross-gradient) o The two active USTs listings are associated with USTs that contain either gasoline or diesel product and have Financial Assurance; and o The one inactive UST located within the Project Area and its contents are u nknown (Davidsons Gulf Service Station/Aman's Food Mart 2, upgradient). • Three (3) Leaking Petroleum Storage Tank(LPST) listings— o All of the listings are associated with commercial activity within or adjacent to the corridor (HEB 413, upgradient; Aman's Food Mart 2, upgradient; HCA Doctors Regional Hospital, cross-gradient); o One of the listings note impacts to groundwater; o All USTs associated with the LPST listings have either been removed from the ground or filled in place; and o All of the listings have an inactive status with final regulatory concurrence issued. • One (1) Enforcement Action (ENF) listing associated with commercial activity within the corridor at Aman's Food Mart 2 is for failure to show financial assurance for active USTs. • One (1) active DRYCLEANERS and one (1) EDR HIST CLEANER listing for 1.89 Cleaners within the Project Area(upgradient); • Two (2) EDR HIST AUTO listing associated with a historical gas stations: Davidsons Gulf Service Station/Aman's Food Mart 2 (upgradient, within the Project Area)and McMinn & Company (upgradient,within 1/10 mile of the Project Area); and • One (1)ASBESTOS listing associated with the HCA Doctor's Regional Hospital. All LPST listings have received final concurrence from the state environmental agency, Texas Commission on Environmental Quality (TCEQ), and no further actions are required as the USTs associated with the LPST listings are inactive and have either been removed or filled in place. Those USTs that have not been removed or are still considered active have an active Financial Assurance listing associated with them signifying that financial responsibility for previous and residual impacts to soil and groundwater has been established. The DRYCLEANER and EDR HIST CLEANER listings do not contain reference to historical enforcement actions or compliance violations and the ASBESTOS listing is due to the age of the existing structure on the property. While a majority of the sites with listings mentioned above occur within the Project Corridor, most are not anticipated to impact the proposed project. The current available information, or lack- thereof, associated with the Aman Food Mart 2 site (EDR HIST AUTO, inactive UST, and the inactive LPST from 2015 that impacted groundwater within the Project Corridor) presents the potential for existing soil and groundwater contamination within the immediate area of this site. 13 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC South Alameda Street Roadway Improvement Project(2020 Bond) Phase I Environmental Site Assessment City of Corpus Christi December 2021 ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 4.1.1 Online Sources and Agency File Reviews HDR obtained additional information relating to RCRA-VSQG, Emergency Response Notification System (ERNS), Petroluem Storage Take (PST), and LPST sites by performing a search of the EPA RCRAInfo database (EPA 2021), and the TCEQ Central Registry database (TCEQ 2021a). HDR has determined that two monitoring wells associated with the most recent LPST listing (2014) at the Aman Food Mart 2 site were installed in 2014 and 2015. Both wells have been plugged and are no longer in use. Two water wells installed by Texas Water Development Board in 2011 and 2021 are within 0.4 miles downgradient of the Project Area. The water wells have a maximum depth of approximately 300 feet. The TCEQ Groundwater Contamination Case online viewer (TCEQ 2021 b)did not indicate the presence of groundwater contamination within 1-mile of the Project Area. By performing a search of Texas Railroad Commission's (RRC) Public GIS Viewer(RRC 2021) HDR confirmed that no oil and gas wells or pipelines are located within 1 mile of the Project Area. iii Iiii I II viii The objective of reviewing historical use information is to develop a history of previous land uses at and in the vicinity of the Project Area, and to assess these uses for potential hazardous materials impacts that may affect the Project Area. HDR reviewed those historical sources that were reasonably ascertainable and likely to provide useful information, as defined by the ASTM standard. „ 1 Hire. llinsuiraincelMalps Fire insurance maps are typically published for pre-1960 central business districts. In the late nineteenth century, the Sanborn Company began preparing maps for use by fire insurance companies. Information obtained from the Sanborn maps are summarized below. EDR documentation of 1950 and 1966 Sanborn Fire Insurance Maps for the Project Area is included in Appendix B. The 1950 Sanborn map shows South Alameda Street, but only illustrates buildings adjacent to South Alameda Street's eastern easement. The map indicates that the eastern side of South Alameda Street consisted primarily of undeveloped land and single family residential dwellings. Apartments, a dance studio, an unnamed church, and a store are also present at this time. The 1966 Sanborn map shows increased residential development along South Alameda Street's eastern easement with several additionals small office buildings and a clinic. Saint Pauls Evangelical and Reformed Chapel as well as an auto filling station (Davidsons Gulf Service Station)are apparent within adjacent properties to the west of the Project Area's southwest comer (Texan Trail/South Alameda Street intersection).The Sanborn map show primarily a large parking lot associated with commercial buildings along the remaining portion's of the Project Area's western easement. From the intersection of McCall Street with South Alameda Street, properties adjacent to South Alameda Street's western easement is primarily small residential dwellings. 5.2 Iffistoirillcall Aerial 111I::)Ihotogiralplhs Historical aerial photographs are valuable for the environmental assessor to review features of the Project Area and surrounding properties over a long period of time. HDR reviewed historical aerial photographs (Appendix C) for the following years: 1938, 1950, 1956, 1961 1967, 1975, 1979, 1983, 1995, 2002, 2005,2008, 2012, and 2016. 14 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC South Alameda Street Roadway Improvement Project(2020 Bond) Phase I Environmental Site Assessment City of Corpus Christi December 2021 ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 1938: The Project Area,on South Alameda Street,was ad irt road running northwest to southeast with two additional roads (present day Santa Fe Street and Lawnview Street) running parallel to South Alameda to the east, and one to the west (present day Staples Street). There is a cluster of residential housing roughly a half mile north of the Project Area, but to the east, south, and west are either vacant plots or agricultural land. 1950: An expansive increase in housing is noted across the entirety of the aerial with much of the previously noted farmland being converted to residential property. In addition there is a large growth in urbanization as roads are paved and the previously un-intersected roads running northwest to southeast are now bisected by roads orientated northeast to southwest. 1956: The current orientation of the Project Area on South Alameda Street is established,with a large shopping center and commercial-use properties at the southern end of the project boundary and primarily residential to the northern boundary.The final plot of undeveloped agricultural land sits 0.5 miles south of the Project Area, the rest of the aerial shows the surrounding area has now been urbanized. 1961: No significant changes were noted. 1967: No significant changes were noted. 1975: The final plot of undisturbed land to the south has begun to be developed, and the parcel continues slow development until 1995 when the final parking lot is added. This property is the only one notable change depicted on the aerial since 1956, indicating the Project Area has undergone few physical alterations since. 1979—2016: No significant changes were noted. 5.3 Histoirilicall 1"opogiralphic IMalps Historical topographic maps provide an overview of the area relative to potential previous land uses. HDR reviewed historical topographic maps of the Project Area provided by EDR.The USGS East Brownsville 7.5-minute series topographic maps 1938 through 2016 were reviewed, and are provided in Appendix D. These maps served to augment information that was gathered in the historic aerial photograph review. The topographic maps indicated that the Project Area has had little to no elevation alterations. The Project Area and surrounding lots have been used for commercial and residential activities. Clity l i r „ 111in-foirimatilloin A search of available city directories was conducted by EDR for South Alameda Street. The following is a summary of the review of coverage years: 1942, 1948, 1955, 1959, 1964, 1967, 1972, 1977, 1982, 1987, 1992, 1995, 2000, 2005, 2010, 2014, and 2017. Copies of the city directories are provided in Appendix E. A review of the city directories revealed mostly single and multi-family residential listings located within the Project Area with a variety of small businesses interspersed throughout. Potential businesses of interest within the Project Area include the H-E-B Grocery store that has been located at its current site since at least 1955 and the Davidson's Gulf Service Station (identified under multiple service station names from 1955 through 1967 directories). „5 ',in iliw in it e in, II I1........111eins,Actilivill-tyI1........ilil° iii- tiiii ins IIIb,,,,,, )aind Addlitilloinall 111infoirimatioin An environmental lien search was not conducted as part of this Phase I ESA. „6 S u im itna iry of lli,reviou sIlli;;;;; inviliro in ime in, Il IIII in -viii ti in 15 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC South Alameda Street Roadway Improvement Project(2020 Bond) Phase I Environmental Site Assessment City of Corpus Christi December 2021 ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... The Project Area has historically been used for residential and commercial activity. Previous environmental investigations have been completed for all LPST listings (Phase II ESAs and Final Site Closure Reports) and requested from the TCEQ by HDR; however only a Risk Based Assessment report and a subsequent Site Closure Report for one of the two LPST Remediation listings for Aman's Food Mart 2 (LPST# 119540)from 2015 was received. The Risk Based Assessment Report submitted by Rosengarten, Smith, and Associates (RSA) and dated March 26, 2015 was the final report submitted to the TCEQ for the Aman's Food Mart 2 site priorto the final closure.The report indicated that RSAhad installed an additional monitoring well (MW-5) at the site, no groundwater exceedances were noted in the five well network, there is no NAPL at the site, and chemicals of concern (COC) concentrations in the soil and groundwater did not exceed state action levels, there are no apparent vapor impacts, and the groundwater conditions at the site indicate that biodegredation has effectively reduced COC concentrations in the groundwater (RSA 2015a). The Site Closure Report submitted by RSA to the TCEQ on May 14, 2015 indicated that the five on-site monitoring wells had been plugged and abandoned and that all wastes generated during assessment activities were removed (RSA 2015b). The two RSA Reports are provided in Appendix F. 16 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC South Alameda Street Roadway Improvement Project(2020 Bond) Phase I Environmental Site Assessment City of Corpus Christi December 2021 ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 6.0 linteirvIIbws Sill-te 111in-teirviews HDR personnel performed a site reconnaissance effort from public right-of-way only. While access to adjoining properties was not restricted, the primary use of these adjoining properties are private commercial which can limit access to knowledgeable persons. Therefore no site interviews were completed. Offs1fte 111in-teiviews HDR subsequently contacted Ms. Rebecca Huerta at the City's Secretary's office, Ms. Tracey Cantu and Ms. Jennifer Buxton with the City of Corpus Christi's Neighborhood Services, the City of Corpus Christi's Emergency Planning Director, Mr. Billy Delgado, the City of Corpus Christi's Parks and Recreation Department's Interim Director, Mr. Dante Gonzalez, PhD, Assistant Director, Mr. Kevin Johnson, and the Interim Assistant Director, Ms. Lisa Oliver, and the City of Corpus Christi's Fire Chief, Mr. Robert Rocha. The purpose of this contact was to request an interview and/or acquire information regarding the history of the Project Area. HDR also contacted the TCEQ Remediation Group regarding the Davidsons Gulf Service Station/Aman's Food Mart 2 2015 LPST database listing. At the time of development of this report, only Mr.Billy Delgado has responded to our interview request and/or requestfor information regarding the Project Area. He stated that his office did not have any knowledged of the information HDR was requesting, but was submitting our questions to the Deputy Fire Chief, Mr. Richie Quintero for further response. 7.0 III' ,, ecoininaissaince On November 23, 2021, HDR conducted a reconnaissance of the Project Area and surrounding properties.The ProjectArea encompassed a 0.5-mile corridor on South AlamedaStreet in Corpus Christi, TX. The north half of the Project Area was comprised of a dry cleaner business, the Peerless Cleaners approximately 0.44 miles north of the Project Area. The cleaner business is active, there was an overflowing dumpsterarea, a gas meter, and a electrical pole with mounted transformers. Several dumpster areas, de minimis pavement staining, pole-mounted transformers, and a gas meter were identified at Incarnate Word Academy next to the parking lot adjacent to Austin Street. Nearby surrounding residential and commercial properties were located northwestand northeast of the Project Area. To the west, there are-USTs, dispensers, and a car wash at the active H-E- B Grocery Fuel Station. The property was heavily trafficked at the time of field investigation which prevented the identification of potential pavement staining near the fuel pumps. A protruding PVC pipe coming out of the soil with a rock-like cover was observed between South Alameda Street and Special Hearts in the Arts' property. Other capped white PVC sewer line access pipes were also identified adjacent to residential properties in the northeast half of the Project Area. An oil change facility(Take 5 Oil Change)was identified to the east of the Project Area.The facility looked new and in good operating condition. Three water irrigation valves associated with roadside landscaping were located in front of the business facing South Alameda Street. A dumpster as well as a separate water irrigation valve was also identified near this site. Fire hydrants, a dumpster area, a water backflow preventer, and a gas meter were identified southwest in CVS adjacent to Glazebrook Street. Two utility shut-off valves and a diesel AST 17 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC South Alameda Street Roadway Improvement Project(2020 Bond) Phase I Environmental Site Assessment City of Corpus Christi December 2021 ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... were observed adjacent to CVS and South Alameda Street. The AST appears to be in good working condition and within an approximately two-foot tall concrete containment. The EDR report mapped 1.89 Cleaners at the SW corner of Gordon Street(3237 S Alameda St). This site was no longer present, instead, HDR identified a liquor store (WB Liquors&Wine) in its place. Further west of the liquor store by the backstreet of the property, an enclosed radio/phone communication tower was observed. In the immediate surrounding area of this communication tower,there were dumpster areas from nearby stores,such as Dollar Tree, Freedom Fitness,and WB Liquors&Wine. A protruding PVC pipe not completely sealed was also observed next to a light pole facing towards Gordon Street, as well as an AT&T underground cable marker. The EDR environmental database report mapped site Davidsons Gulf Service Station and Aman's Food Mart 2 at the S corner of Gordon Street(both located at 3245 S Alameda St). These sites were no longer present, instead, HDR identified an open concrete-paved area that is used as a parking lot. Behind this area, a Whataburger was constructed where a water monitoring well and gas and water shut-off valves were identified. Within the southeast portion of the Project Area, at My Favorite Muffin's property, a gas meter and a transformer were identified. Exposed portions of active personal water lines equipped with backflow preventers and underground cable communications makers were identified within the Project Area adjacent to Texan Trail. The south traffic light intersection nextto Whataburger and intersecting Texan Trail had a half-pole hanging next to the main pole where part of it is resting on cable lines. Some base ground cables were also exposed to the exterior. The Corpus Christi Medical Center Doctors Regional, south of the Project Area, had a diesel AST? outside of the parking lot facing Texan Trail. Further south, there were also gas meters, water valves, water meters, an AT&T underground cable marker, and a dumpster area in the surroundingsof the property. Two adjacent school properties, further southeast of the Project Area, include St. Patrick School and First Christian School. A dumpster area surrounded by shopping carts was observed at the First Christian School. Meanwhile, a gas meter, several fenced electrical boxes, a dumpster, and an underground valve/doorwere identified at the St. Patrick School. Photographs taken during site reconnaissance are located in Appendix G. 7„ 1 W111111111-tills ailed IPCIBs Indications of wellheads or buried wellheadswere notfound. Electric transmission lineswith pole- mounted transformers extended from northwest to southeast on both sides of South Alameda Street. A majority of the transformers appear to be in good condition. None of the transformers contained PCBs. One rusted/oxidized transformerwas observed to the east, about 70 feet from the Project Area, and immediately across from Freedom Fitness. While rusted, this transfomner showed no signs of leaking or any indications of PCBs (as commonly identified by a sticker on the transformer).. HDR encountered signs indicating subsurface utilities in the Project Area. There were multiple water subsurface utility valves, primarily found near the CVS parking lot, My Favorite Muffin, Whataburger,Corpus Christi Medical Doctors Regional,and other school areas. Gas valves were identified adjacent to South Alameda Street and in the vicinity of the Corpus Christi Medical Doctors Regional. Other communication utilities were observed in the backstreet of WB Liquors & Wine and the light street intersections on Texan Trail. T.2 Valpoir Illlin-til !!loin i - iii II According to EPA guidance, vapor intrusion is the general term for the migration of the vapor phase contaminants into buildings or structures. These contaminants are primarily VOCs and some heavy metals (mercury). These contaminants migrate from any subsurface contaminant 18 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC South Alameda Street Roadway Improvement Project(2020 Bond) Phase I Environmental Site Assessment City of Corpus Christi December 2021 ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... source, such as contaminated soil or groundwater, through the soil and into an overlying building. The two general classes of VOCs that account for a large number of soil and groundwater contamination sites in the United States are petroleum hydrocarbons and non-petroleum hydrocarbon fuel additives, and chlorinated solvents(drycleaners and de-greasers). The potential for vapor intrusion was evaluated for the Project Area. Based on the current and historical use of the Project Area as well as its immediate vicinity, VOC sources have been identified within the former Davidsons Gulf Service Station/Aman's Food Mart 2 and 1.89 Cleaners locations. Therefore, vapor intrusion is considered to be of concern forthe Project Area based on proposed Project activities near this location. 19 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC South Alameda Street Roadway Improvement Project(2020 Bond) Phase I Environmental Site Assessment City of Corpus Christi December 2021 ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 8.0 Data I III The ASTM E 1527-13 standards require aIisting of"data gaps," including data failure, encountered during the investigative process that may impact the validity of the conclusions drawn by the Environmental Professional. The ASTM E 1527-13: 12.7 standard also requires that the Environmental Professional estimate the relative importance of the data gaps. Generally, gaps in available data are related to the availability of historical data sources for specific sites of concern. The Environmental Professional uses multiple historical data sources as a method to provide coverage fordata gaps. Historical information is collected on a recurring basis, and the passage of time between data sets may or may not constitute a significant gap in data coverage. For this project, the following items may constitute a data gap as defined by ASTM E 1527-13— Specifically for this Assessment; the following data gaps are noted as • Inability to enter premises of several properties; • Absence of interviews with several lessees; and The inability to enter the premises of several properties and absence of interviews with several lessees does not present asignificantdatagap because of the history of the area having remained consistent since the 1960s. 20 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC South Alameda Street Roadway Improvement Project(2020 Bond) Phase I Environmental Site Assessment City of Corpus Christi December 2021 ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 9. "°Jindbgs, QpII4iioinsI III I HDR has conducted a Phase I ESA of the South Alameda Street Bond Project Area with an approximate central location of 27°45'26.55"N, 97°23'25.38'VN in Corpus Christi, Texas. The Phase I ESA has been prepared for the City of Corpus Christi. The City of Corpus Christi is requesting a Phase I ESA of the aforementioned property to support the anticipated reconstruction of the roadway, replacement of City water lines, storm water controls, reconstruction of curb and gutter, traffic signal upgrades, and the reconstruction of ADA accessible ramps and sidewalk. This Phase I ESA identifies RECsthat may adversely impact the Project Area,and was conducted in accordance within the scope and limitations of the ASTM E1527-13. This report includes a summary of the site reconnaissance conducted on November 22,2021,a reviewof environmental databases, a review of historical data sources, and personal interviews. „ 1 Findings General findings of this assessment include the following: • The 10.2-acre Project Area is located within the Coastal Prairies sub-province of the Gulf Coastal Plains Physiographic Province of southern Texas. The Project Area entirely consists of developed land. The one soil map unit identified by the USDA NRCS identified within the Project Area was Urban Land (Ua) (USGS, 2021). • The Project Area is to undergo several construction efforts including; the anticipated reconstruction of the roadway, replacement of City water lines, storm water controls, reconstruction of curb and gutter, traffic signal upgrades, and the reconstruction of ADA accessible ramps and sidewalk. • Groundwater flow direction is assumed to be to the northeast for the Project Area towards Corpus Christi Bay. Groundwater is is not tidally influenced (TWDB, 2021) • No Groundwater Contamination Cases identified within 1 mile of the Project Area. • No oil and gas wells or pipelines are located within 1 mile of the Project Area. • The EDR report noted 11 listings that are of concern to the Project Area. o Two (2)active and one (1) inactive Underground Storage Take (UST) listing — ■ Active USTs(HEB 413,upgradient; Hospital Corporation of America(HCA) Doctors Regional Hospital, cross-gradient): contain either gasoline or diesel and are associated with commercial activity within or within or adjacent to the Project Area and have Financial Assurance; ■ Inactive UST (Davidson's Gulf Service Station/Aman's Food Mart 2, upgradient): located within the Project Area and its contents are unknown. o Three (3) (LPST listings— ■ All of the listings are associated with commercial activity within or adjacent to the corridor(H-E-13 413, upgradient;Aman's Food Mart 2, upgradient; HCA Doctors Regional Hospital, cross-gradient); ■ One of the Aman's Food Mart 2 listings note impacts to groundwater while the other only impacted soil; ■ All USTs associated with the LPST listings have either been removed from the ground orf illed in place and have an inactive status with final regulatory concurrence issued. o One (1) Enforcement Action (ENF) listing associated with commercial activity 21 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC South Alameda Street Roadway Improvement Project(2020 Bond) Phase I Environmental Site Assessment City of Corpus Christi December 2021 ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... within the corridor at Aman's Food Mart 2 is for failure to show financial assurance for active USTs. o One (1)active DRYCLEANERS and one (1) EDR HIST CLEANER listing for 1.89 Cleaners within the Project Area(upgradient); o Two (2) EDR HIST AUTO listing associated with a historical gas stations: Davidsons Gulf Service Station/Aman's Food Mart (upgradient,within the Project Area) and McMinn & Company (upgradient, within 1/10 mile of the Project Area); and o One (1)ASBESTOS listing associated with the HCA Doctor's Regional Hospital • All LPST listings have received final concurrence from the state environmental agency, TCEQ, and no further actions are required as the USTs associated with the LPST listings are inactive and have either been removed or filled in place. Those USTs that have not been removed or are still considered active have an active Financial Assurance listing associated with them signifying that financial responsibility for previous and residual impacts to soil and groundwater has been established. o The Risk Based Assessment Report submitted by RSA and dated March 26, 2015 was the final report submitted to the TCEQ for the Aman's Food Mart 2 site 2015 LPST listing prior to the final closure. The report indicated that RSA had installed an additional monitoring well (MW-5) at the site, no groundwater exceedances were noted in the five well network, there is no NAPL at the site, and COC concentrations in the soil and groundwater did not exceed state action levels, there's no apparent vapor impact, and the groundwater conditions at the site indicate that biodegredation has effectively reduced COC concentrations in the groundwater. o The Site Closure Report submitted by RSAto the TCEQ on May 14, 2015 for the Aman's Food Mart 2 LPST listing indicated that the five on-site monitoring wells had been plugged and abandoned and that all wastes generated during assessment activities were removed. • The DRYCLEANER and EDR HIST CLEANER listings do not contain reference to historical enforcement actions or compliance violations; however, contamination within and/or in the immediate vicinity of the existing structure may be present.The site,forwhich these two listings are associated, is 1.89 Cleaners and is registered with the TCEQ as a drop off location only. • The ASBESTOS listing is due to the age of the existing structure on the property. • The City Directories and Sanborn Maps provided by EDR indicated that the Project Area has historically included primarily residential development and small businesses as well as the presence of H-E-B Grocery and the Davidson's Gulf Service Station building present since at least 1955. • On November 23, 2021, HDR conducted a reconnaissance of the Project Area and surrounding properties. Multiple waste dumpster areas were identified in commercial and scholar areas surrounding the Project Area o Various subsurface utilities such as communications, electric,water and gas were identified in and in the vicinity of the Project Area. o An UST and a car wash were documented at the H-E-B store within the project area. o Davidsons Gulf Service Station and Aman's Food Mart 2 are no longer present and are now an concrete-paved areas used for parking. 22 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC South Alameda Street Roadway Improvement Project(2020 Bond) Phase I Environmental Site Assessment City of Corpus Christi December 2021 ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 0 1.89 Cleaners(drycleaner)is no longer present, instead aliquor store(WB Liquors &Wine) is currently operating in its place. o Multiple transmission and electric lines with pole-mounted transformers were identified along the Project Area.All transformers looked in good conditions except for one, which did not indicate PCB absence. o Several underground utilities are present within the Project Area—electrical, gas, water. • A diesel AST that looked in good conditions was identified at the Corpus Christi Medical Center Doctors Regional parking garage facing Texan Trail. „2 Opinions HDR has reviewed the stated data sources, which are part of the ASTM E 1527-13 assessment protocol. Based upon the review of the data, HDR has developed the following professional opinions: • The inactive LPST listings from 1993 and 2015 for Davidson Gulf Service Station/Aman Food Mart 2 site and the H-E-B Grocery are considered s Historical HREC in connection with the Project Area. While releases associated with these listing presents the potential for existing soil and groundwater contamination within the immediate area of this site, existing records and reports indicate that clean-up activities for both releases have been addressed to the satisfaction of the TCEQ. • All other sites and their listings described in this report are not considered to have a potential impact on the project. 9.3 Conclusions Based upon the above-listed Findings and Opinions, HDR concludes that RECs have been identified forthe South Alameda Street Bond Project Area.Thefollowing statement is required by ASTM E 1527-13 as a positive declaration of whether RECs were found: HDR has performed a Phase 1 ESA in conformance with the scope and limitations of ASTM E 1527-13 of the Project Area at South Alameda Street (27045'26.55"N, 97°23'25.38"M in Corpus Christi, Texas(Project Area).Any exceptions to or deletions from these p radices are described in the below sections of this report. This report has revealed indication of RECs in connection with the Project Area. 23 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC South Alameda Street Roadway Improvement Project(2020 Bond) Phase I Environmental Site Assessment City of Corpus Christi December 2021 ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 10.01 imimeindatbins Recommendations included in this report were developed through the investigative procedures described in the Scope of Services, Significant Assumptions, and Limitations sections of this report(See Section 1.2). These findings should be reviewed within the context of the limitations provided in the Limitations section. Based upon the identification of RECs for the Project Area, HDR makes following recommendations: Recommendation 1 HDR recommends that the City of Corpus Christi make clear the intent of the project to adjoining properties priorto the start of construction. In addition, HDR recommends that the City of Corpus Christi confirm with all lessees located within the 0.5 mile construction corrider their extent of the environmental clauses and stipulations outlined in their individual lease agreements. Recommendation 2 While a Phase II ESA has been completed at the Davidsons Gulf Service Station/Aman's Food Mart 2 site and clean-up activities have occurred to the satisfaction of the TCEQ for all inactive LPST listings, HDR recommends the preparation of a Soil Management Plan and Health and Safety Plan that focus on proper handling of contaminated soils within proposed excavation and concrete removal areas be developed prior to construction activities. Recommendation 3 The City should engage the TCEQ to determine additional regulatory and/or compliance actions required prior to impacting the Davidsons Gulf Service Station/Aman's Food Mart 2 site. Recommendation 4 HDR recommends that the City of Corpus Christi consider the"shelf life"of Phase I documents in determining risk.ASTM E 1527-13 states that a conforming "Phase I" report is valid for a period of 180 days, and may be updated during the 180 days to 1-year timeframe. The report is valid for use in any of the CERCLA defenses ONLY if it is updated within this time frame. If greater than one year passes fromthe final report date,the Phase I effortwould need to be repeated to remain in compliance with ASTM and the "All Appropriate Inquiry"protection. 24 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC South Alameda Street Roadway Improvement Project(2020 Bond) Phase I Environmental Site Assessment City of Corpus Christi December 2021 ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... III 1 "VIII tll I °f Ir iii I 11 „1 iii in - irit u II iii-fig -tip it We declare that, to the best of our professional knowledge and belief, we meet the definition of Environmental Professional as defined in Section 312.10 of 40 Code of Federal Regulations [C.F.R.]Part 312. We have the specific qualifications based on education, training, and experience to assess a property of the nature, history, and setting of the subject property. We have developed and performed the all appropriate inquires in conformance with standards and practices set forth in 40 CFR Part 312. Report Preparer Qualified Environmental Professional Michael Bell, PWS Todd Wilson, CHMM, WWMT Environmental Scientist Senior Chemist 11.1.1 Qualifications of Environmental Professionals This Phase I ESA was performed by the following HDR personnel: Mr. Michael Bell, served as the preparer of this Phase I ESA, under the direct supervision of HDR's signatory Environmental Professional (EP)for this project(Todd Wilson). See below for Mr. Wilson's qualifications as an EP. Mr. Bell is well versed in the requirements of the ASTM E1527 series of standards. He has an M.S. in Biology from Texas A&M University at Galveston. Mr. Bell specializes in environmental permitting and mitigation, as well as the performance of Phase I ESAs. Quality Assurance/Quality Control was performed by the following HDR Personnel: Mr. Wilson, CHMM, an environmental professional as defined by ASTM E 1527-13, has 30 years of experience in assessment and remediation of impacted properties and compliance with environmental regulations. He has a B.S. in Chemistry from the University of Nebraska-Lincoln and a M.S. from the University of Nebraska Medical Center. He specializes in forensic investigation of hazardous materials-impacted properties for federal, municipal and state agencies, as well as commercial clients. His experience covers assessment of properties ranging from agricultural land to multigenerational industrial properties. He is highly knowledgeable of federal, state, and local environmental regulations and standards and is a Certified Hazardous Materials Manager. 25 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC South Alameda Street Roadway Improvement Project(2020 Bond) Phase I Environmental Site Assessment City of Corpus Christi December 2021 ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 12.0,1 Refeireinces ASTM Practice E 1527-13. 2013. Standard Practice for Environmental Site Assessments: Phase I Environmental Site Assessment Process. EDR Radius Report. Alameda Street Bond Project, 20000 TX-48, Corpus Christi, TX 78404. Inquiry 6745457.2s November 10, 2021. EDR Certified Sanborn Map Report. South Alameda Street Bond Project, 20000 TX-48, Brownsville, TX 78521. Inquiry 6492348.3.November 11, 2021 EDR Aerial Photo Decade Package. Alameda Street Bond Project, 20000 TX-48, Corpus Christi, TX 78404. Inquiry 6745457.8. November 10, 2021. EDR Historical Topographic Map.Alameda Street Bond Project,20000 TX-48,Corpus Christi,TX 78404. Inquiry 6745457.4. November 10, 2021. Environmental Protection Agency (EPA). 2021. Envirofacts RCRAInfo Database. Accessed online November 10, 2021. <https://www3.epa.gov/envirotfacts/rcrainfo/search.htmi> Natural Resources Conservation Service (NRCS). 2021. Web Soil Survey. U.S. Department of Agriculture. Accessed online November 10, 2021. <https://websoilsurvey.sc.egov.usda.gov/App/WebSoilSurvey.aspx>. Rosengarten, Smith, and Associates (RSA). 2015a. Plan A Risk Based Assessment Report — Aman's Food Mart 2. Report. March 3, 2015. 2015b. Final Site Closure Report—Aman's Food Mart 2. Report. May, 15, 2015. Texas Commission on Environmental Quality (TCEQ). 2021. Central Registry CR Query. Accessed online November 10, 2021. <https://www15.tceq.texas.gov/crpub/>. Texas Water Development Board (TWDB). 2021. Groundwater Water Data Interactive Viewer. Accessed online November 17, 2021. < https://www2.twd b.texas.gov/apps/WaterDatal nteractive/Grou ndwaterDataViewer/?map =sdr>. 2021 b. Groundwater Management Areas. Accessed online November 17, 2021. <http://www.twd b.texas.gov/groundwater/management areas/index.asp>. U.S. Geological Survey (USGS). 2021. Texas Geology Database. Texas Natural Resource Information Systems, Bureau of Economic Geology.Accessed online November 17,2021. <https://txpub.usgs.gov/tKgeology/>. 26 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC South Alameda Street Roadway Improvement Projed(2020 Bond) Phase I Environmental Site Assessment City of Corpus Christi December 2021 ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Appendix A — Governmental Database Search xxvii DocuSign Envelope ID:OA6E6F28-4048-49F7-9FOI-102BBOCA5DDC City of Corpus Christi Alameda 02SPLAMEDA ST CORPUS CHaiSil, Tx 70404 Inquiry Number: 67450572s November 10, 2021 VIII i:ll III ILII 1 II I DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC TABLE OF CONTENTS SECTION PAGE Executive Summary----------------------------------------------------. ES1 Overview Map--------------------------------------------------------- 2 DetailMap------------------------------------------------------------ 3 Map Findings Summary-------------------------------------------------- 4 MapFindings--------------------------------------------------------- 8 Orphan Summary------------------------------------------------------ 152 Government Records Searched/Data Currency Tracking------------------------- GR-1 GEOCHECK ADDENDUM Physical Setting Source Addendum----------------------------------------- A-1 Physical Setting Source Summary------------------------------------------ A-2 Physical Setting SSURGO Soil Map----------------------------------------- A-5 Physical Setting Source Map---------------------------------------------- A-8 Physical Setting Source Map Findings--------------------------------------- A-10 Physical Setting Source Records Searched----------------------------------- PSGR-1 Thank you for your business. Please contact EDR at 1-800-352-0050 with any questions or comments. Disclaimer-Copyright and Trademark Notice This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources,Inc. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources.NO WARRANTY EXPRESSED OR IMPLIED,IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT.ENVIRONMENTAL DATA RESOURCES,INC.SPECIFICALLY DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES,INCLUDING WITHOUT LIMITATION, MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE.ALL RISK IS ASSUMED BY THE USER.IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES,INC.BE LIABLE TO ANYONE,WHETHER ARISING OUT OF ERRORS OR OMISSIONS,NEGLIGENCE, ACCIDENT OR ANY OTHER CAUSE,FOR ANY LOSS OF DAMAGE,INCLUDING,WITHOUT LIMITATION,SPECIAL,INCIDENTAL, CONSEQUENTIAL,OR EXEMPLARY DAMAGES.ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES,INC.IS STRICTLY LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT.Purchaser accepts this Report"AS IS".Any analyses,estimates, ratings, environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only,and are not intended to provide, nor should they be interpreted as providing any facts regarding,or prediction or forecast of,any environmental risk for any property. Only a Phase I Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any property.Additionally,the information provided in this Report is not to be construed as legal advice. Copyright 2020 by Environmental Data Resources, Inc.All rights reserved. Reproduction in any media or format, in whole or in part,of any report or map of Environmental Data Resources,Inc.,or its affiliates,is prohibited without prior written permission. EDR and its logos(including Sanborn and Sanborn Map)are trademarks of Environmental Data Resources, Inc.or its affiliates.All other trademarks used herein are the property of their respective owners. TC6745457.2s Page 1 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC EXECUTIVE SUMMARY A search of available environmental records was conducted by Environmental Data Resources, Inc(EDR). The report was designed to assist parties seeking to meet the search requirements of EPA's Standards and Practices for All Appropriate Inquiries (40 CFR Part 312), the ASTM Standard Practice for Environmental Site Assessments (E 1527-13), the ASTM Standard Practice for Environmental Site Assessments for Forestland or Rural Property (E 2247-16), the ASTM Standard Practice for Limited Environmental Due Diligence:Transaction Screen Process(E 1528-14)or custom requirements developed for the evaluation of environmental risk associated with a parcel of real estate. TARGET PROPERTY INFORMATION ADDRESS 3102 S ALAMEDA ST CORPUS CHRISTI,TX 78404 COORDINATES Latitude(North): 27.7586500-27°45' 31.14" Longitude(West): 97.3908340-97° 23'27.00" Universal Tranverse Mercator: Zone 14 UTM X(Meters): 658583.2 UTM Y(Meters): 3071334.0 Elevation: 30 ft. above sea level USGS TOPOGRAPHIC MAP ASSOCIATED WITH TARGET PROPERTY Target Property Map: 12682739 CORPUS CHRISTI,TX Version Date: 2019 Northeast Map: 12682795 PORTLAND, TX Version Date: 2019 Southeast Map: 12682783 OSO CREEK NE, TX Version Date: 2019 Southwest Map: 12682785 OSO CREEK NW,TX Version Date: 2019 AERIAL PHOTOGRAPHY IN THIS REPORT Portions of Photo from: 20140504 Source: USDA TC6745457.2s EXECUTIVE SUMMARY 1 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC F- MAPPED SITES SUMMARY Target Property Address: 3102 S ALAMEDA ST CORPUS CHRISTI,TX 78404 Click on Map ID to see full detail. MAP RELATIVE DIST(ft. &mi.) ID SITE NAME ADDRESS DATABASE ACRONYMS ELEVATION DIRECTION Al CVS PHARMACY 2328 3205 S ALAMEDA ST RCRA-VSQG, FINDS, ECHO Higher 1 ft. A2 CVS PHARMACY 2328 3205 S ALAMEDA ST Ind. Haz Waste Higher 1 ft. B3 HEB 413 3133 S ALAMEDA ST UST, Financial Assurance Higher 1 ft. B4 HEB 413 3133 S ALAMEDA ST LPST Higher 1 ft. C5 1.89 CLEANERS 3237 S ALAMEDA ST DRYCLEANERS Higher 1 ft. C6 DAVIDSONS GULF 3245 SOUTH ALAMEDA EDR Hist Auto Higher 1 ft. C7 AMANS FOOD MART 2 3245 S ALAMEDA ST LPST, UST, ENF, Financial Assurance Higher 1 ft. C8 1 89 CLEANERS 3237 S ALAMEDA ST EDR Hist Cleaner Higher 1 ft. 9 MCMINN&COMPANY 3230 RIED DR STE 1 EDR Hist Auto Higher 370,0.070,South D10 CORPUS CHRISTI MEDIC 3315 S ALAMEDA ST RCRA-LQG Lower 387,0.073,SSE D11 CORPUS CHRISTI MEDIC 3315 S ALAMEDA ST Ind. Haz Waste Lower 387,0.073,SSE D12 HCA DOCTORS REGIONAL 3315 S ALAMEDA ST UST,ASBESTOS, Financial Assurance Lower 387,0.073,SSE 13 PMI 7 3365 S ALAMEDA ST UST, Financial Assurance Lower 884,0.167,SSE 14 AFFORDABLE DETAIL 2806 SANTA FE ST LPST, UST, DRYCLEANERS,COMP HIST Higher 2192,0.415, North 6745457.2s Page 2 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC EXECUTIVE SUMMARY TARGET PROPERTY SEARCH RESULTS The target property was not listed in any of the databases searched by EDR. DATABASES WITH NO MAPPED SITES No mapped sites were found in EDR's search of available ("reasonably ascertainable ") government records either on the target property or within the search radius around the target property for the following databases: STANDARD ENVIRONMENTAL RECORDS Federal NPL site list NPL--------------------------- National Priority List Proposed NPL---------------- Proposed National Priority List Sites NPL LIENS-------------------. Federal Superfund Liens Federal Delisted NPL site list Delisted NPL------------------ National Priority List Deletions Federal CERCLIS list FEDERAL FACILITY---------- Federal Facility Site Information listing SEMS------------------------- Superfund Enterprise Management System Federal CERCLIS NFRAP site list SEMS-ARCHIVE-------------- Superfund Enterprise Management System Archive Federal RCRA CORRACTS facilities list CORRACTS------------------ Corrective Action Report Federal RCRA non-CORRACTS TSD facilities list RCRA-TSDF------------------ RCRA-Treatment, Storage and Disposal Federal RCRA generators list RCRA-SQG------------------- RCRA-Small Quantity Generators Federal institutional controls/engineering controls registries LUCIS------------------------- Land Use Control Information System US ENG CONTROLS--------- Engineering Controls Sites List US INST CONTROLS--------. Institutional Controls Sites List Federal ERNS list ERNS------------------------- Emergency Response Notification System TC6745457.2s EXECUTIVE SUMMARY 3 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC EXECUTIVE SUMMARY State-and tribal-equivalent NPL SHWS------------------------. State Superfund Registry State and tribal landfill and/or solid waste disposal site lists SWF/LF----------------------- Permitted Solid Waste Facilities CLI---------------------------- Closed Landfill Inventory DEBRIS----------------------- DEBRIS WASTE MGMT--------------- Commercial Hazardous&Solid Waste Management Facilities State and tribal leaking storage tank lists INDIAN LUST----------------- Leaking Underground Storage Tanks on Indian Land State and tribal registered storage tank lists FEMA UST-------------------- Underground Storage Tank Listing AST--------------------------- Petroleum Storage Tank Database INDIAN UST------------------ Underground Storage Tanks on Indian Land State and tribal institutional control/engineering control registries AUL--------------------------- Sites with Controls State and tribal voluntary cleanup sites INDIAN VCP------------------ Voluntary Cleanup Priority Listing VCP---------------------------Voluntary Cleanup Program Database State and tribal Brownfields sites BROWNFIELDS-------------- Brownfields Site Assessments ADDITIONAL ENVIRONMENTAL RECORDS Local Brownfield lists US BROWNFIELDS----------.A Listing of Brownfields Sites Local Lists of Landfill/Solid Waste Disposal Sites SWRCY----------------------- Recycling Facility Listing INDIAN ODI------------------- Report on the Status of Open Dumps on Indian Lands DEBRIS REGION 9----------- Torres Martinez Reservation Illegal Dump Site Locations ODI--------------------------- Open Dump Inventory IHS OPEN DUMPS----------- Open Dumps on Indian Land Local Lists of Hazardous waste/Contaminated Sites US HIST CDL----------------- Delisted National Clandestine Laboratory Register CDL--------------------------- CDL PRIORITYCLEANERS-------- Dry Cleaner Remediation Program Prioritization List TC6745457.2s EXECUTIVE SUMMARY 4 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC EXECUTIVE SUMMARY DEL SHWS------------------- Deleted Superfund Registry Sites US CDL----------------------- National Clandestine Laboratory Register CENTRAL REGISTRY-------- CENTRAL REGISTRY PFAS-------------------------. PFAS Contamination Site Location Listing Local Lists of Registered Storage Tanks NON REGIST PST------------ Petroleum Storage Tank Non Registered Local Land Records HIST LIENS------------------- Environmental Liens Listing LIENS------------------------- Environmental Liens Listing LIENS 2----------------------- CERCLA Lien Information Records of Emergency Release Reports HMIRS------------------------ Hazardous Materials Information Reporting System SPILLS------------------------ Spills Database SPILLS 90-------------------- SPILLS 90 data from FirstSearch SPILLS 80-------------------- SPILLS 80 data from FirstSearch Other Ascertainable Records RCRA NonGen/NLR--------- RCRA- Non Generators/No Longer Regulated FUDS------------------------- Formerly Used Defense Sites DOD-------------------------- Department of Defense Sites SCRD DRYCLEANERS------_ State Coalition for Remediation of Drycleaners Listing US FIN ASSUR--------------- Financial Assurance Information EPA WATCH LIST------------ EPA WATCH LIST 2020 COR ACTION----------- 2020 Corrective Action Program List TSCA------------------------- Toxic Substances Control Act TRIS-------------------------- Toxic Chemical Release Inventory System SSTS-------------------------. Section 7 Tracking Systems ROD-------------------------- Records Of Decision RMP-------------------------- Risk Management Plans RAATS------------------------ RCRA Administrative Action Tracking System PRP--------------------------- Potentially Responsible Parties PADS------------------------- PCB Activity Database System ICIS--------------------------- Integrated Compliance Information System FTTS-------------------------- FIFRA/TSCA Tracking System-FIFRA(Federal Insecticide, Fungicide, & Rodenticide Act)/TSCA(Toxic Substances Control Act) MLTS------------------------- Material Licensing Tracking System COAL ASH DOE-------------- Steam-Electric Plant Operation Data COAL ASH EPA-------------- Coal Combustion Residues Surface Impoundments List PCB TRANSFORMER------- PCB Transformer Registration Database RADINFO--------------------- Radiation Information Database HIST FTTS-------------------- FIFRA/TSCA Tracking System Administrative Case Listing DOT OPS--------------------- Incident and Accident Data CONSENT-------------------- Superfund (CERCLA)Consent Decrees INDIAN RESERV------------- Indian Reservations FUSRAP---------------------- Formerly Utilized Sites Remedial Action Program UMTRA----------------------- Uranium Mill Tailings Sites LEAD SMELTERS------------ Lead Smelter Sites US AIRS---------------------- Aerometric Information Retrieval System Facility Subsystem TC6745457.2s EXECUTIVE SUMMARY 5 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC EXECUTIVE SUMMARY US MINES-------------------- Mines Master Index File ABANDONED MINES--------.Abandoned Mines FINDS------------------------. Facility Index System/Facility Registry System DOCKET HWC---------------. Hazardous Waste Compliance Docket Listing UXO--------------------------- Unexploded Ordnance Sites ECHO------------------------- Enforcement&Compliance History Information FUELS PROGRAM----------- EPA Fuels Program Registered Listing AIRS-------------------------- Current Emission Inventory Data APAR------------------------- Affected Property Assessment Report Site Listing ASBESTOS------------------- ASBESTOS COAL ASH-------------------- Coal Ash Disposal Sites ED AQUIF--------------------. Edwards Aquifer Permits ENF--------------------------- Notice of Violations Listing Financial Assurance----------. Financial Assurance Information Listing GCC-------------------------- Groundwater Contamination Cases IOP---------------------------. Innocent Owner/Operator Program LEAD------------------------- LEAD MSD-------------------------- Municipal Settings Designations Database NPDES-----------------------. NPDES Facility List RWS-------------------------- Radioactive Waste Sites TIER 2------------------------ Tier 2 Chemical Inventory Reports UIC---------------------------. Underground Injection Wells Database Listing IHW CORRACTION---------- IHW CORR ACTION PST STAGE 2----------------. PST Stage 2 COMP HIST------------------. Compliance History Listing MINES MRDS----------------. Mineral Resources Data System EDR HIGH RISK HISTORICAL RECORDS EDR Exclusive Records EDR MGP--------------------- EDR Proprietary Manufactured Gas Plants EDR RECOVERED GOVERNMENT ARCHIVES Exclusive Recovered Govt.Archives RGA HWS-------------------- Recovered Government Archive State Hazardous Waste Facilities List RGA LF----------------------- Recovered Government Archive Solid Waste Facilities List SURROUNDING SITES:SEARCH RESULTS Surrounding sites were identified in the following databases. Elevations have been determined from the USGS Digital Elevation Model and should be evaluated on a relative (not an absolute) basis. Relative elevation information between sites of close proximity should be field verified. Sites with an elevation equal to or higher than the target property have been differentiated below from sites with an elevation lower than the target property. Page numbers and map identification numbers refer to the EDR Radius Map report where detailed data on individual sites can be reviewed. Sites listed in bold italics are in multiple databases. Unmappable (orphan)sites are not considered in the foregoing analysis. TC6745457.2s EXECUTIVE SUMMARY 6 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC EXECUTIVE SUMMARY STANDARD ENVIRONMENTAL RECORDS Federal RCRA generators list RCRA-LQG: RCRAInfo is EPA's comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act(RCRA)of 1976 and the Hazardous and Solid Waste Amendments(HSWA) of 1984. The database includes selective information on sites which generate,transport,store,treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act(RCRA). Large quantity generators(LQGs)generate over 1,000 kilograms (kg)of hazardous waste, or over 1 kg of acutely hazardous waste per month. A review of the RCRA-LQG list, as provided by EDR,and dated 09/13/2021 has revealed that there is 1 RCRA-LQG site within approximately 0.25 miles of the target property. Lower Elevation Address Direction/Distance Map ID Page CORPUS CHRISTI MEDIC 3315 S ALAMEDA ST SSE 0-1/8(0.073 mi.) D10 67 EPA ID::TXR000081259 RCRA-VSQG: RCRAInfo is EPA's comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act(RCRA)of 1976 and the Hazardous and Solid Waste Amendments(HSWA) of 1984. The database includes selective information on sites which generate,transport,store,treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act(RCRA). Very small quantity generators (VSQGs)generate less than 100 kg of hazardous waste, or less than 1 kg of acutely hazardous waste per month. A review of the RCRA-VSQG list, as provided by EDR, and dated 09/13/2021 has revealed that there is 1 RCRA-VSQG site within approximately 0.25 miles of the target property. Equal/Higher Elevation Address Direction/Distance Map ID Page CVS PHARMACY 2328 3205 S ALAMEDA ST 0-118(0.000 mi.) Al 8 EPA ID::TXR000081580 State and tribal leaking storage tank lists LPST: The Leaking Petroleum Storage Tank Incident Reports contain an inventory of reported leaking petroleum storage tank incidents. The data come from the Texas Commission on Environmental Quality's Leaking Petroleum Storage Tank Database. A review of the LPST list, as provided by EDR, and dated 06/25/2021 has revealed that there are 3 LPST sites within approximately 0.5 miles of the target property. Equal/Higher Elevation Address Direction/Distance Map ID Page HEB 413 3133 S ALAMEDA ST 0-1/8(0.000 mi.) B4 47 LPST Id: 111254 CA Status:6A-FINAL CONCURRENCE ISSUED Facility ID:0069596 Status Code: FINAL CONCURRENCE ISSUED,CASE CLOSED AMANS FOOD MART 2 3245 S ALAMEDA ST 0-118(0.000 mi.) C7 50 TC6745457.2s EXECUTIVE SUMMARY 7 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC EXECUTIVE SUMMARY LPST Id: 119540 LPST Id:95619 CA Status:6A-FINAL CONCURRENCE ISSUED AFFORDABLE DETAIL 2806 SANTA FE ST N 114-112(0.415 mi.) 14 125 LPST Id:93434 CA Status:6A-FINAL CONCURRENCE ISSUED State and tribal registered storage tank lists UST: The Underground Storage Tank database contains registered LISTS. LISTS are regulated under Subtitle I of the Resource Conservation and Recovery Act(RCRA).The data come from the Texas Commission on Environmental Quality's Petroleum Storage Tank Database. A review of the UST list, as provided by EDR,and dated 06/07/2021 has revealed that there are 4 UST sites within approximately 0.25 miles of the target property. Equal/Higher Elevation Address Direction/Distance Map ID Page HEB 413 3133 S ALAMEDA ST 0-1/8(0.000 mi.) B3 24 Facility Status:ACTIVE Facility Id:69596 Facility Num: 105623 Al Number:725571222002086 AMANS FOOD MART 2 3245 S ALAMEDA ST 0-118(0.000 mi.) C7 50 Facility Status: INACTIVE Facility Id:28653 Facility Num:65801 Al Number:223469112002087 Lower Elevation Address Direction/Distance Map ID Page HCA DOCTORS REGIONAL 3315 S ALAMEDA ST SSE 0-118(0.073 mi.) D12 79 Facility Status:ACTIVE Facility Id:44615 Facility Num:72736 Al Number:508506552002089 PMI 7 3365 S ALAMEDA ST SSE 118-114(0.167 mi.) 13 103 Facility Status:ACTIVE Facility Id:33841 Facility Num:96275 Al Number:544525962002154 ADDITIONAL ENVIRONMENTAL RECORDS Other Ascertainable Records DRYCLEANERS: Drycleaner Registration Database Listing. A review of the DRYCLEANERS list, as provided by EDR, and dated 08/13/2021 has revealed that there is TC6745457.2s EXECUTIVE SUMMARY 8 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC EXECUTIVE SUMMARY 1 DRYCLEANERS site within approximately 0.25 miles of the target property. Equal/Higher Elevation Address Direction/Distance Map ID Page 1.89 CLEANERS 3237 S ALAMEDA ST 0-1/8(0.000 mi.) C5 47 AR Number:24001796 AR Number:24003091 CN Number:CN602523664 CN Number:CN602846156 RN Number: RN104086145 Site Status:ACTIVE Site Status: INACTIVE Ind. Haz Waste:The Industrial and Hazardous Waste Database contains summary reports by waste handlers, generators and shippers in Texas. A review of the Ind. Haz Waste list, as provided by EDR, and dated 05/24/2021 has revealed that there are 2 Ind. Haz Waste sites within approximately 0.25 miles of the target property. Equal/Higher Elevation Address Direction/Distance Map ID Page CVS PHARMACY 2328 3205 S ALAMEDA ST 0-1/8(0.000 mi.) A2 17 Registration Number:95817 Lower Elevation Address Direction/Distance Map ID Page CORPUS CHRISTI MEDIC 3315 S ALAMEDA ST SSE 0-1/8(0.073 mi.) D11 75 Registration Number:91543 EDR HIGH RISK HISTORICAL RECORDS EDR Exclusive Records EDR Hist Auto: EDR has searched selected national collections of business directories and has collected listings of potential gas station/filling station/service station sites that were available to EDR researchers. EDR's review was limited to those categories of sources that might, in EDR's opinion, include gas station/filling station/service station establishments. The categories reviewed included, but were not limited to gas, gas station, gasoline station, filling station, auto, automobile repair, auto service station, service station, etc. This database falls within a category of information EDR classifies as "High Risk Historical Records", or HRHR. EDR's HRHR effort presents unique and sometimes proprietary data about past sites and operations that typically create environmental concerns, but may not show up in current government records searches. A review of the EDR Hist Auto list, as provided by EDR, has revealed that there are 2 EDR Hist Auto sites within approximately 0.125 miles of the target property. Equal/Higher Elevation Address Direction/Distance Map ID Page DAVIDSONS GULF 3245 SOUTH ALAMEDA 0-1/8(0.000 mi.) C6 49 MCMINN&COMPANY 3230 RI ED DR STE 1 S 0-1/8(0.070 mi.) 9 66 TC6745457.2s EXECUTIVE SUMMARY 9 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC EXECUTIVE SUMMARY EDR Hist Cleaner: EDR has searched selected national collections of business directories and has collected listings of potential dry cleaner sites that were available to EDR researchers. EDR's review was limited to those categories of sources that might, in EDR's opinion, include dry cleaning establishments. The categories reviewed included, but were not limited to dry cleaners, cleaners, laundry, laundromat, cleaning/laundry,wash & dry etc. This database falls within a category of information EDR classifies as "High Risk Historical Records", or HRHR. EDR's HRHR effort presents unique and sometimes proprietary data about past sites and operations that typically create environmental concerns, but may not show up in current government records searches. A review of the EDR Hist Cleaner list, as provided by EDR, has revealed that there is 1 EDR Hist Cleaner site within approximately 0.125 miles of the target property. Equal/Higher Elevation Address Direction/Distance Map ID Page 1 89 CLEANERS 3237 S ALAMEDA ST 0-1/8(0.000 mi.) C8 66 TC6745457.2s EXECUTIVE SUMMARY 10 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC EXECUTIVE SUMMARY Due to poor or inadequate address information,the following sites were not mapped.Count:2 records. Site Name Database(s) HARVEY RESPONSE SEMS, FINDS CITY OF CORPUS CHRISTI LENDALE CHE CENTRAL REGISTRY TC6745457.2s EXECUTIVE SUMMARY 11 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC OVERVIEW MAP - 6745457.2S 4 i y;, f � G 1 , s, Target Property 0 1ia 1/2 1 anises Sites at elevations higher than or equal to the target property Indian Reservations BIA ♦ Sites at elevations lower than j Power transmission lines the target property A Manufactured Gas Plants Special Flood Hazard Area(1%) National Priority List Sites 0.2%Annual Chance Flood Hazard ®Dept. Defense Sites National Wetland Inventory El State Wetlands This report includes Interactive Map Layers to display and/or hide map information.The legend includes only those icons for the default map view. SITE NAME: City of Corpus Christi-Alameda CLIENT: HDR Engineering,Inc. ADDRESS: 3102 S ALAMEDA ST CONTACT: Conner King CORPUS CHRISTI TX 78404 INQUIRY#: 6745457.2s LAT/LONG: 27.75865/97.390834 DATE: November 10,2021 7:56 pm Copyright,)2021 ESR,Inc.(c)2015 TornTom Rel. 2015. DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC DETAIL MAP - 6745457.2S y " it II �I� ti f/ r 1 R� L ' r Target Property o 1/a 1/4 1/2 Miles Sites at elevations higher than or equal to the target property Indian Reservations BIA ♦ Sites at elevations lower than Special Flood Hazard Area(1%) the target property 1 Manufactured Gas Plants 0.2%Annual Chance Flood Hazard ®t Sensitive Receptors National Wetland Inventory ED El National Priority List Sites State Wetlands Dept. Defense Sites This report includes Interactive Map Layers to display and/or hide map information.The legend includes only those icons for the default map view. SITE NAME: City of Corpus Christi-Alameda CLIENT: HDR Engineering,Inc. ADDRESS: 3102 S ALAMEDA ST CONTACT: Conner King CORPUS CHRISTI TX 78404 INQUIRY#: 6745457.2s LAT/LONG: 27.75865/97.390834 DATE: November 10,2021 7:58 pm Copyright,)2021 ESR,Inc.rc,2015 TonnTom Rel. 2015. DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC MAP FINDINGS SUMMARY Search Distance Target Total Database (Miles) Property < 1/8 1/8- 1/4 1/4- 1/2 1/2- 1 > 1 Plotted STANDARD ENVIRONMENTAL RECORDS Federal NPL site list NPL 1.000 0 0 0 0 NR 0 Proposed NPL 1.000 0 0 0 0 NR 0 NPL LIENS 1.000 0 0 0 0 NR 0 Federal Delisted NPL site list Delisted NPL 1.000 0 0 0 0 NR 0 Federal CERCLIS list FEDERAL FACILITY 0.500 0 0 0 NR NR 0 SEMS 0.500 0 0 0 NR NR 0 Federal CERCLIS NFRAP site list SEMS-ARCHIVE 0.500 0 0 0 NR NR 0 Federal RCRA CORRACTS facilities list CORRACTS 1.000 0 0 0 0 NR 0 Federal RCRA non-CORRACTS TSD facilities list RCRA-TSDF 0.500 0 0 0 NR NR 0 Federal RCRA generators list RCRA-LQG 0.250 1 0 NR NR NR 1 RCRA-SQG 0.250 0 0 NR NR NR 0 RCRA-VSQG 0.250 1 0 NR NR NR 1 Federal institutional controls/ engineering controls registries LUCIS 0.500 0 0 0 NR NR 0 US ENG CONTROLS 0.500 0 0 0 NR NR 0 US INST CONTROLS 0.500 0 0 0 NR NR 0 Federal ERNS list ERNS TP NR NR NR NR NR 0 State-and tribal-equivalent NPL SHWS 1.000 0 0 0 0 NR 0 State and tribal landfill and/or solid waste disposal site lists SWF/LF 0.500 0 0 0 NR NR 0 CLI 0.500 0 0 0 NR NR 0 DEBRIS 0.500 0 0 0 NR NR 0 WASTE MGMT TP NR NR NR NR NR 0 State and tribal leaking storage tank lists INDIAN LUST 0.500 0 0 0 NR NR 0 TC6745457.2s Page 4 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC MAP FINDINGS SUMMARY Search Distance Target Total Database (Miles) Property < 1/8 1/8- 1/4 1/4- 1/2 1/2- 1 > 1 Plotted LPST 0.500 2 0 1 NR NR 3 State and tribal registered storage tank lists FEMA UST 0.250 0 0 NR NR NR 0 UST 0.250 3 1 NR NR NR 4 AST 0.250 0 0 NR NR NR 0 INDIAN UST 0.250 0 0 NR NR NR 0 State and tribal institutional control/engineering control registries AUL 0.500 0 0 0 NR NR 0 State and tribal voluntary cleanup sites INDIAN VCP 0.500 0 0 0 NR NR 0 VCP 0.500 0 0 0 NR NR 0 State and tribal Brownfields sites BROWNFIELDS 0.500 0 0 0 NR NR 0 ADDITIONAL ENVIRONMENTAL RECORDS Local Brownfield lists US BROWNFIELDS 0.500 0 0 0 NR NR 0 Local Lists of Landfill/Solid Waste Disposal Sites SWRCY 0.500 0 0 0 NR NR 0 INDIAN ODI 0.500 0 0 0 NR NR 0 DEBRIS REGION 9 0.500 0 0 0 NR NR 0 ODI 0.500 0 0 0 NR NR 0 IHS OPEN DUMPS 0.500 0 0 0 NR NR 0 Local Lists of Hazardous waste/ Contaminated Sites US HIST CDL TP NR NR NR NR NR 0 CDL TP NR NR NR NR NR 0 PRIORITYCLEANERS 0.500 0 0 0 NR NR 0 DEL SHWS 1.000 0 0 0 0 NR 0 US CDL TP NR NR NR NR NR 0 CENTRAL REGISTRY TP NR NR NR NR NR 0 PFAS 0.500 0 0 0 NR NR 0 Local Lists of Registered Storage Tanks NON REGIST PST 0.250 0 0 NR NR NR 0 Local Land Records HIST LIENS TP NR NR NR NR NR 0 LIENS TP NR NR NR NR NR 0 LIENS 2 TP NR NR NR NR NR 0 Records of Emergency Release Reports HMIRS TP NR NR NR NR NR 0 TC6745457.2s Page 5 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC MAP FINDINGS SUMMARY Search Distance Target Total Database (Miles) Property < 1/8 1/8- 1/4 1/4- 1/2 1/2- 1 > 1 Plotted SPILLS TP NR NR NR NR NR 0 SPILLS 90 TP NR NR NR NR NR 0 SPILLS 80 TP NR NR NR NR NR 0 Other Ascertainable Records RCRA NonGen/NLR 0.250 0 0 NR NR NR 0 FUDS 1.000 0 0 0 0 NR 0 DOD 1.000 0 0 0 0 NR 0 SCRD DRYCLEANERS 0.500 0 0 0 NR NR 0 US FIN ASSUR TP NR NR NR NR NR 0 EPA WATCH LIST TP NR NR NR NR NR 0 2020 COR ACTION 0.250 0 0 NR NR NR 0 TSCA TP NR NR NR NR NR 0 TRIS TP NR NR NR NR NR 0 SSTS TP NR NR NR NR NR 0 ROD 1.000 0 0 0 0 NR 0 RMP TP NR NR NR NR NR 0 RAATS TP NR NR NR NR NR 0 PRP TP NR NR NR NR NR 0 PADS TP NR NR NR NR NR 0 ICIS TP NR NR NR NR NR 0 FTTS TP NR NR NR NR NR 0 MILTS TP NR NR NR NR NR 0 COAL ASH DOE TP NR NR NR NR NR 0 COAL ASH EPA 0.500 0 0 0 NR NR 0 PCB TRANSFORMER TP NR NR NR NR NR 0 RADINFO TP NR NR NR NR NR 0 HIST FTTS TP NR NR NR NR NR 0 DOT OPS TP NR NR NR NR NR 0 CONSENT 1.000 0 0 0 0 NR 0 INDIAN RESERV 1.000 0 0 0 0 NR 0 FUSRAP 1.000 0 0 0 0 NR 0 UMTRA 0.500 0 0 0 NR NR 0 LEAD SMELTERS TP NR NR NR NR NR 0 US AIRS TP NR NR NR NR NR 0 US MINES 0.250 0 0 NR NR NR 0 ABANDONED MINES 0.250 0 0 NR NR NR 0 FINDS TP NR NR NR NR NR 0 DOCKET HWC TP NR NR NR NR NR 0 UXO 1.000 0 0 0 0 NR 0 ECHO TP NR NR NR NR NR 0 FUELS PROGRAM 0.250 0 0 NR NR NR 0 AIRS TP NR NR NR NR NR 0 APAR TP NR NR NR NR NR 0 ASBESTOS TP NR NR NR NR NR 0 COAL ASH 0.500 0 0 0 NR NR 0 DRYCLEANERS 0.250 1 0 NR NR NR 1 ED AQUIF TP NR NR NR NR NR 0 ENF TP NR NR NR NR NR 0 Financial Assurance TP NR NR NR NR NR 0 GCC TP NR NR NR NR NR 0 TC6745457.2s Page 6 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC MAP FINDINGS SUMMARY Search Distance Target Total Database (Miles) Property < 1/8 1/8- 1/4 1/4- 1/2 1/2- 1 > 1 Plotted IOP TP NR NR NR NR NR 0 LEAD TP NR NR NR NR NR 0 Ind. Haz Waste 0.250 2 0 NR NR NR 2 MSD 0.500 0 0 0 NR NR 0 NPDES TP NR NR NR NR NR 0 RWS TP NR NR NR NR NR 0 TIER 2 TP NR NR NR NR NR 0 UIC TP NR NR NR NR NR 0 IHW CORR ACTION 0.250 0 0 NR NR NR 0 PST STAGE 2 0.250 0 0 NR NR NR 0 COMP HIST TP NR NR NR NR NR 0 MINES MRDS TP NR NR NR NR NR 0 EDR HIGH RISK HISTORICAL RECORDS EDR Exclusive Records EDR MGP 1.000 0 0 0 0 NR 0 EDR Hist Auto 0.125 2 NR NR NR NR 2 EDR Hist Cleaner 0.125 1 NR NR NR NR 1 EDR RECOVERED GOVERNMENT ARCHIVES Exclusive Recovered Govt.Archives RGA HWS TP NR NR NR NR NR 0 RGA LF TP NR NR NR NR NR 0 -Totals-- 0 13 1 1 0 0 15 NOTES: TP=Target Property NR= Not Requested at this Search Distance Sites may be listed in more than one database TC6745457.2s Page 7 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number Al CVS PHARMACY 2328 RCRA-VSQG 1016452441 3205 S ALAMEDA ST FINDS TXR000081580 <118 CORPUS CHRISTI,TX 78404 ECHO 1 ft. Site 1 of 2 in cluster A Relative: RCRA-VSQG: Higher Date Form Received by Agency: 20200301 Actual: Handler Name: CVS PHARMACY 2328 30 ft. Handler Address: 3205 S ALAMEDA ST Handler City,State,Zip: CORPUS CHRISTI,TX 78404 EPA ID: TXR000081580 Contact Name: WENDY BRANT Contact Address: CVS DR Contact City,State,Zip: WOONSOCKET, RI 02895-6146 Contact Telephone: 401-765-1500 Contact Fax: Not reported Contact Email: WENDY.BRANT@CVSCAREMARK.COM Contact Title: ENVIRONMENTAL MANAGER EPA Region: 06 Land Type: Private Federal Waste Generator Description: Conditionally Exempt Small Quantity Generator Non-Notifier: Not reported Biennial Report Cycle: 2019 Accessibility: Not reported Active Site Indicator: Handler Activities State District Owner: Not reported State District: Not reported Mailing Address: CVS DR Mailing City,State,Zip: WOONSOCKET, RI 02895-6146 Owner Name: CVS PHARMACY INC Owner Type: Private Operator Name: CVS PHARMACY INC Operator Type: Private Short-Term Generator Activity: No Importer Activity: No Mixed Waste Generator: No Transporter Activity: No Transfer Facility Activity: No Recycler Activity with Storage: No Small Quantity On-Site Burner Exemption: No Smelting Melting and Refining Furnace Exemption: No Underground Injection Control: No Off-Site Waste Receipt: No Universal Waste Indicator: No Universal Waste Destination Facility: No Federal Universal Waste: No Active Site Fed-Reg Treatment Storage and Disposal Facility: Not reported Active Site Converter Treatment storage and Disposal Facility: Not reported Active Site State-Reg Treatment Storage and Disposal Facility: Not reported Active Site State-Reg Handler: --- Federal Facility Indicator: Not reported Hazardous Secondary Material Indicator: N Sub-Part K Indicator: Not reported Commercial TSD Indicator: No Treatment Storage and Disposal Type: Not reported 2018 GPRA Permit Baseline: Not on the Baseline 2018 GPRA Renewals Baseline: Not on the Baseline Permit Renewals Workload Universe: Not reported TC6745457.2s Page 8 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number CVS PHARMACY 2328 (Continued) 1016452441 Permit Workload Universe: Not reported Permit Progress Universe: Not reported Post-Closure Workload Universe: Not reported Closure Workload Universe: Not reported 202 GPRA Corrective Action Baseline: No Corrective Action Workload Universe: No Subject to Corrective Action Universe: No Non-TSDFs Where RCRA CA has Been Imposed Universe: No TSDFs Potentially Subject to CA Under 3004(u)/(v)Universe: No TSDFs Only Subject to CA under Discretionary Auth Universe: No Corrective Action Priority Ranking: No NCAPS ranking Environmental Control Indicator: No Institutional Control Indicator: No Human Exposure Controls Indicator: N/A Groundwater Controls Indicator: N/A Operating TSDF Universe: Not reported Full Enforcement Universe: Not reported Significant Non-Complier Universe: No Unaddressed Significant Non-Complier Universe: No Addressed Significant Non-Complier Universe: No Significant Non-Complier With a Compliance Schedule Universe: No Financial Assurance Required: Not reported Handler Date of Last Change: 20211231 Recognized Trader-Importer: No Recognized Trader-Exporter: No Importer of Spent Lead Acid Batteries: No Exporter of Spent Lead Acid Batteries: No Recycler Activity Without Storage: No Manifest Broker: No Sub-Part P Indicator: No Biennial: List of Years Year: 2019 Click Here for Biennial Reporting System Data: Year: 2017 Click Here for Biennial Reporting System Data: Year: 2015 Click Here for Biennial Reporting System Data: Hazardous Waste Summary: Waste Code: D001 Waste Description: IGNITABLE WASTE Waste Code: D002 Waste Description: CORROSIVE WASTE Waste Code: D007 Waste Description: CHROMIUM Waste Code: D009 Waste Description: MERCURY Waste Code: D010 TC6745457.2s Page 9 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number CVS PHARMACY 2328 (Continued) 1016452441 Waste Description: SELENIUM Waste Code: D011 Waste Description: SILVER Waste Code: Po01 Waste Description: 2H-1-BENZOPYRAN-2-ONE,4-HYDROXY-3-(3-OXO-1-PHENYLBUTYLY,&SALTS, WHEN PRESENT AT CONCENTRATIONS GREATER THAN 0.3%(OR)WARFARIN,& SALTS,WHEN PRESENT AT CONCENTRATIONS GREATER THAN 0.3% Waste Code: P042 Waste Description: 1,2-BENZENEDIOL,4-[1-HYDROXY-2-(METHYLAMINO)ETHYL]-,(R)-(OR) EPINEPHRINE Waste Code: P075 Waste Description: NICOTINE,&SALTS(OR)PYRIDINE,3-(1-METHYL-2-PYRROLIDINYL)-,(S)-,& SALTS Waste Code: P081 Waste Description: 1,2,3-PROPANETRIOL,TRINITRATE(R)(OR)NITROGLYCERINE(R) Waste Code: P188 Waste Description: BENZOIC ACID,2-HYDROXY-,COMPD.WITH (3AS-CIS)-1,2,3,3A,8,8A-HEXAHYDRO-1,3A,8-TRIM ETHYLPYRROLO[2,3-B]INDOL- 5-YL METHYLCARBAMATE ESTER(1:1)(OR)PHYSOSTIGMINE SALICYLATE Waste Code: 0002 Waste Description: 2-PROPANONE(1)(OR)ACETONE(1) Handler-Owner Operator: Owner/Operator Indicator: Owner Owner/Operator Name: CVS PHARMACY INC Legal Status: Private Date Became Current: 20140601 Date Ended Current: Not reported Owner/Operator Address: 1 CVS DR Owner/Operator City,State,Zip: WOONSOCKET, RI 02895-6146 Owner/Operator Telephone: 401-765-1500 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: WENDY.BRANT@CVSCAREMARK.COM Owner/Operator Indicator: Owner Owner/Operator Name: CVS PHARMACY INC Legal Status: Private Date Became Current: 20140601 Date Ended Current: Not reported Owner/Operator Address: 1 CVS DR Owner/Operator City,State,Zip: WOONSOCKET, RI 02895-6146 Owner/Operator Telephone: 401-765-1500 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: Not reported Owner/Operator Indicator: Operator Owner/Operator Name: CVS PHARMACY INC Legal Status: Private TC6745457.2s Page 10 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number CVS PHARMACY 2328 (Continued) 1016452441 Date Became Current: 20140601 Date Ended Current: Not reported Owner/Operator Address: 1 CVS DR Owner/Operator City,State,Zip: WOONSOCKET, RI 02895-6146 Owner/Operator Telephone: 401-765-1500 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: WENDY.BRANT@CVSCAREMARK.COM Owner/Operator Indicator: Operator Owner/Operator Name: CVS PHARMACY, INC Legal Status: Private Date Became Current: 20120407 Date Ended Current: Not reported Owner/Operator Address: 1 CVS DR Owner/Operator City,State,Zip: WOONSOCKET, RI 02895 Owner/Operator Telephone: 401-765-1500 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: Not reported Owner/Operator Indicator: Owner Owner/Operator Name: CVS PHARMACY INC Legal Status: Private Date Became Current: 20140601 Date Ended Current: Not reported Owner/Operator Address: 1 CVS DR Owner/Operator City,State,Zip: WOONSOCKET, RI 02895-6146 Owner/Operator Telephone: 401-765-1500 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: Not reported Owner/Operator Indicator: Operator Owner/Operator Name: CVS PHARMACY INC Legal Status: Private Date Became Current: 20140601 Date Ended Current: Not reported Owner/Operator Address: 1 CVS DR Owner/Operator City,State,Zip: WOONSOCKET, RI 02895-6146 Owner/Operator Telephone: 401-765-1500 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: Not reported Owner/Operator Indicator: Operator Owner/Operator Name: CVS PHARMACY INC Legal Status: Private Date Became Current: 20140601 Date Ended Current: Not reported Owner/Operator Address: 1 CVS DR Owner/Operator City,State,Zip: WOONSOCKET, RI 02895-6146 Owner/Operator Telephone: 401-765-1500 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: Not reported TC6745457.2s Page 11 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number CVS PHARMACY 2328 (Continued) 1016452441 Owner/Operator Indicator: Operator Owner/Operator Name: CVS PHARMACY INC Legal Status: Private Date Became Current: 20140601 Date Ended Current: Not reported Owner/Operator Address: 1 CVS DR Owner/Operator City,State,Zip: WOONSOCKET, RI 02895-6146 Owner/Operator Telephone: 401-765-1500 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: Not reported Owner/Operator Indicator: Operator Owner/Operator Name: CVS PHARMACY INC Legal Status: Private Date Became Current: 20140601 Date Ended Current: Not reported Owner/Operator Address: 1 CVS DR Owner/Operator City,State,Zip: WOONSOCKET, RI 02895-6146 Owner/Operator Telephone: 401-765-1500 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: Not reported Owner/Operator Indicator: Operator Owner/Operator Name: CVS PHARMACY INC Legal Status: Private Date Became Current: 20140601 Date Ended Current: Not reported Owner/Operator Address: 1 CVS DR Owner/Operator City,State,Zip: WOONSOCKET, RI 02895-6146 Owner/Operator Telephone: 401-765-1500 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: Not reported Owner/Operator Indicator: Operator Owner/Operator Name: CVS PHARMACY INC Legal Status: Private Date Became Current: 20140601 Date Ended Current: Not reported Owner/Operator Address: 1 CVS DR Owner/Operator City,State,Zip: WOONSOCKET, RI 02895-6146 Owner/Operator Telephone: 401-765-1500 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: WENDY.BRANT@CVSCAREMARK.COM Owner/Operator Indicator: Owner Owner/Operator Name: CVS PHARMACY, INC Legal Status: Private Date Became Current: 20060410 Date Ended Current: Not reported Owner/Operator Address: 1 CVS DR Owner/Operator City,State,Zip: WOONSOCKET, RI 02895 Owner/Operator Telephone: 401-765-1500 Owner/Operator Telephone Ext: Not reported TC6745457.2s Page 12 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number CVS PHARMACY 2328 (Continued) 1016452441 Owner/Operator Fax: Not reported Owner/Operator Email: Not reported Owner/Operator Indicator: Operator Owner/Operator Name: CVS PHARMACY INC Legal Status: Private Date Became Current: 20140601 Date Ended Current: Not reported Owner/Operator Address: 1 CVS DR Owner/Operator City,State,Zip: WOONSOCKET, RI 02895-6146 Owner/Operator Telephone: 401-765-1500 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: Not reported Owner/Operator Indicator: Owner Owner/Operator Name: CVS PHARMACY INC Legal Status: Private Date Became Current: 20140601 Date Ended Current: Not reported Owner/Operator Address: 1 CVS DR Owner/Operator City,State,Zip: WOONSOCKET, RI 02895-6146 Owner/Operator Telephone: 401-765-1500 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: Not reported Owner/Operator Indicator: Owner Owner/Operator Name: CVS PHARMACY INC Legal Status: Private Date Became Current: 20140601 Date Ended Current: Not reported Owner/Operator Address: 1 CVS DR Owner/Operator City,State,Zip: WOONSOCKET, RI 02895-6146 Owner/Operator Telephone: 401-765-1500 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: Not reported Owner/Operator Indicator: Owner Owner/Operator Name: CVS PHARMACY INC Legal Status: Private Date Became Current: 20140601 Date Ended Current: Not reported Owner/Operator Address: 1 CVS DR Owner/Operator City,State,Zip: WOONSOCKET, RI 02895-6146 Owner/Operator Telephone: 401-765-1500 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: Not reported Owner/Operator Indicator: Operator Owner/Operator Name: CVS PHARMACY INC Legal Status: Private Date Became Current: 20140601 Date Ended Current: Not reported Owner/Operator Address: 1 CVS DR TC6745457.2s Page 13 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number CVS PHARMACY 2328 (Continued) 1016452441 Owner/Operator City,State,Zip: WOONSOCKET, RI 02895-6146 Owner/Operator Telephone: 401-765-1500 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: Not reported Owner/Operator Indicator: Owner Owner/Operator Name: CVS PHARMACY INC Legal Status: Private Date Became Current: 20140601 Date Ended Current: Not reported Owner/Operator Address: 1 CVS DR Owner/Operator City,State,Zip: WOONSOCKET, RI 02895-6146 Owner/Operator Telephone: 401-765-1500 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: WENDY.BRANT@CVSCAREMARK.COM Owner/Operator Indicator: Owner Owner/Operator Name: CVS PHARMACY INC Legal Status: Private Date Became Current: 20140601 Date Ended Current: Not reported Owner/Operator Address: 1 CVS DR Owner/Operator City,State,Zip: WOONSOCKET, RI 02895-6146 Owner/Operator Telephone: 401-765-1500 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: Not reported Owner/Operator Indicator: Owner Owner/Operator Name: CVS PHARMACY INC Legal Status: Private Date Became Current: 20140601 Date Ended Current: Not reported Owner/Operator Address: 1 CVS DR Owner/Operator City,State,Zip: WOONSOCKET, RI 02895-6146 Owner/Operator Telephone: 401-765-1500 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: Not reported Historic Generators: Receive Date: 20160301 Handler Name: CVS PHARMACY 2328 Federal Waste Generator Description: Large Quantity Generator State District Owner: Not reported Large Quantity Handler of Universal Waste: No Recognized Trader Importer: No Recognized Trader Exporter: No Spent Lead Acid Battery Importer: No Spent Lead Acid Battery Exporter: No Current Record: No Non Storage Recycler Activity: Not reported Electronic Manifest Broker: Not reported Receive Date: 20180301 TC6745457.2s Page 14 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number CVS PHARMACY 2328 (Continued) 1016452441 Handler Name: CVS PHARMACY 2328 Federal Waste Generator Description: Large Quantity Generator State District Owner: Not reported Large Quantity Handler of Universal Waste: No Recognized Trader Importer: No Recognized Trader Exporter: No Spent Lead Acid Battery Importer: No Spent Lead Acid Battery Exporter: No Current Record: No Non Storage Recycler Activity: No Electronic Manifest Broker: No Receive Date: 20200301 Handler Name: CVS PHARMACY 2328 Federal Waste Generator Description: Conditionally Exempt Small Quantity Generator State District Owner: Not reported Large Quantity Handler of Universal Waste: No Recognized Trader Importer: No Recognized Trader Exporter: No Spent Lead Acid Battery Importer: No Spent Lead Acid Battery Exporter: No Current Record: Yes Non Storage Recycler Activity: No Electronic Manifest Broker: No Receive Date: 20131021 Handler Name: CVS PHARMACY#2328 Federal Waste Generator Description: Conditionally Exempt Small Quantity Generator State District Owner: Not reported Large Quantity Handler of Universal Waste: No Recognized Trader Importer: No Recognized Trader Exporter: No Spent Lead Acid Battery Importer: No Spent Lead Acid Battery Exporter: No Current Record: No Non Storage Recycler Activity: Not reported Electronic Manifest Broker: Not reported Receive Date: 20140101 Handler Name: CVS PHARMACY 2328 Federal Waste Generator Description: Large Quantity Generator State District Owner: Not reported Large Quantity Handler of Universal Waste: No Recognized Trader Importer: No Recognized Trader Exporter: No Spent Lead Acid Battery Importer: No Spent Lead Acid Battery Exporter: No Current Record: No Non Storage Recycler Activity: Not reported Electronic Manifest Broker: Not reported Receive Date: 20140601 Handler Name: CVS PHARMACY 2328 Federal Waste Generator Description: Large Quantity Generator State District Owner: Not reported Large Quantity Handler of Universal Waste: No Recognized Trader Importer: No TC6745457.2s Page 15 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number CVS PHARMACY 2328 (Continued) 1016452441 Recognized Trader Exporter: No Spent Lead Acid Battery Importer: No Spent Lead Acid Battery Exporter: No Current Record: No Non Storage Recycler Activity: Not reported Electronic Manifest Broker: Not reported Receive Date: 20150227 Handler Name: CVS PHARMACY 2328 Federal Waste Generator Description: Large Quantity Generator State District Owner: Not reported Large Quantity Handler of Universal Waste: No Recognized Trader Importer: No Recognized Trader Exporter: No Spent Lead Acid Battery Importer: No Spent Lead Acid Battery Exporter: No Current Record: No Non Storage Recycler Activity: Not reported Electronic Manifest Broker: Not reported Receive Date: 20150227 Handler Name: CVS PHARMACY 2328 Federal Waste Generator Description: Large Quantity Generator State District Owner: Not reported Large Quantity Handler of Universal Waste: No Recognized Trader Importer: No Recognized Trader Exporter: No Spent Lead Acid Battery Importer: No Spent Lead Acid Battery Exporter: No Current Record: No Non Storage Recycler Activity: Not reported Electronic Manifest Broker: Not reported Receive Date: 20180215 Handler Name: CVS PHARMACY 2328 Federal Waste Generator Description: Large Quantity Generator State District Owner: Not reported Large Quantity Handler of Universal Waste: No Recognized Trader Importer: No Recognized Trader Exporter: No Spent Lead Acid Battery Importer: No Spent Lead Acid Battery Exporter: No Current Record: No Non Storage Recycler Activity: Not reported Electronic Manifest Broker: Not reported Receive Date: 20191214 Handler Name: CVS PHARMACY 2328 Federal Waste Generator Description: Conditionally Exempt Small Quantity Generator State District Owner: Not reported Large Quantity Handler of Universal Waste: No Recognized Trader Importer: No Recognized Trader Exporter: No Spent Lead Acid Battery Importer: No Spent Lead Acid Battery Exporter: No Current Record: No Non Storage Recycler Activity: Not reported TC6745457.2s Page 16 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number CVS PHARMACY 2328 (Continued) 1016452441 Electronic Manifest Broker: Not reported List of NAICS Codes and Descriptions: NAICS Code: 44611 NAICS Description: PHARMACIES AND DRUG STORES NAICS Code: 446110 NAICS Description: PHARMACIES AND DRUG STORES Facility Has Received Notices of Violations: Violations: No Violations Found Evaluation Action Summary: Evaluations: No Evaluations Found FINDS: Registry ID: 110070750967 Click Here: Environmental Interest/Information System: HAZARDOUS WASTE BIENNIAL REPORTER Registry ID: 110056335684 Click Here: Environmental Interest/Information System: RCRAInfo is a national information system that supports the Resource Conservation and Recovery Act(RCRA)program through the tracking of events and activities related to facilities that generate,transport, and treat,store,or dispose of hazardous waste. RCRAInfo allows RCRA program staff to track the notification, permit,compliance,and corrective action activities required under RCRA. Clink this hyo Prlink while viewing on your computer to access additional FINDS:detail in the EDR Site Report. ECHO: Envid: 1016452441 Registry ID: 110056335684 DFR URL: http://echo.epa.gov/detailed-facility-report?fid=110056335684 Name: CVS PHARMACY 2328 Address: 3205 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78404 A2 CVS PHARMACY 2328 Ind.Haz Waste S118195219 3205 S ALAMEDA ST N/A <1/8 CORPUS CHRISTI,TX 78404 1 ft. Site 2 of 2 in cluster A Relative: Ind. Haz Waste: Higher Name: CVS PHARMACY 2328 Actual: Address: 3205 S ALAMEDA ST 30 ft. City,State,Zip: CORPUS CHRISTI,TX 78404 Registration Number: 95817 TC6745457.2s Page 17 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number CVS PHARMACY 2328 (Continued) S118195219 Registration Initial Notification Date: 06/01/2014 Registration Last Amendment Date: 12/14/2019 EPA Identification: TXR000081580 Primary NAICS Code: 446110 Status Change Date: 20140601 Land Type: PRIVATE Description of Facility Site Location: Not reported Site Primary Standard Industrial Code: Not reported Site Primary SIC Description: Not reported Registration is Generator of Waste: Yes Registration is Receivers of Waste: No Registration is Transporter of Waste: No Registration is Transfer Facility: No Facility is STEERS Reporter: Yes Reqired to Submit Annual Waste Summary: Yes Facility Involved In Recycling: No Revcr Has Monthly Reporting Requirement: 0 Mexican Facility: Not reported Type of Generator: NON INDUS,CESQG TNRCC Region: Not reported Company Name: CVS PHARMACY INC Contact Name: WENDY BRANT Contact Telephone Number: 401-7651500 Mailing Address: 1 CVS DR Mailing Address2: Not reported Mailing City,St,Zip: WOONSOCKET, RI 028956146 Mailing County: UNITED STATES Facility Country: UNITED STATES TNRCC Facility ID: 131162 Site Owner Tax ID: 50340626 Site Location Latitude: -00.000 Site Location Longitude: -000.000 Last Update to NOR Data: 20191214 Ind.waste permit Number: Not reported Mun waste permit Number: Not reported Non Notifier: No Business Records Not Found for this RegNo/Year: Owner: Owner Mailing Address: 1 CVS DR Owner Mailing Address2: ATTN WENDY BRANT Owner Mailing Address3: Not reported Owner City,St,Zip: WOONSOCKET, RI 02895 6146 Owner Country: UNITED STA Owner Phone Number: 1-401-7651500 Owner Fax Number: 1-401-2160138 Owner Email Address: WENDY.BRANT@CVSCAREMARK.COM Owner Business Type: Corporation Owner Tax Id: 10503406265 Owner Bankruptcy Code: Not reported Operator: Operator Last Name: CVS PHARMACY INC Operator First Name: Not reported Operator Name: CVS PHARMACY INC Operator Mailing Address: 1 CVS DR Operator Mailing Address 2: ATTN WENDY BRANT Operator Mailing City,St,Zip: WOONSOCKET, RI 02895 6146 TC6745457.2s Page 18 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number CVS PHARMACY 2328 (Continued) S118195219 Operator Country: UNITED STA Operator Phone: 1-401-7651500 Operator Fax: 1-401-2160138 Operator Email: WENDY.BRANT@CVSCAREMARK.COM Operator Business Type: Corporation Operator Tax Id: 10503406265 Operator Bankruptcy Code: Not reported Contact: Contact Name: WENDY BRANT Contact Title: CVS CORPORATE ENVIRONMENT Contact Role: PRICONT Contact Address: 1 CVS DR Contact Address2: Not reported Conact City,St,Zip: WOONSOCKET, RI 02895 6146 Contact Phone: 1-401-7651500 Contact Fax: 1-401-2160138 Contact Email: WENDY.BRANT@CVSCAREMARK.COM Contact: Contact Name: Not reported Contact Title: Not reported Contact Role: OWNOPRCON Contact Address: 1 CVS DR Contact Address2: ATTN WENDY BRANT Conact City,St,Zip: WOONSOCKET, RI 02895 6146 Contact Phone: 1-401-7651500 Contact Fax: 1-401-2160138 Contact Email: WENDY.BRANT@CVSCAREMARK.COM Unit: Unit No: 001 Deed Record Needed: Not reported Deed Recording Date: Not reported Unit Type Code: 14 Unit Type: Not reported Unit Status: ACTIVE Unit Regulatory Status: 13 UIC Permit Number: Not reported Capacity: 10 Capacity Measurment: Galons Off Site Hazardous Waste: No Off Site Class 1 Waste: Not reported Off Site Class 2 Waste: Not reported Off Site Class 3 Waste: Not reported Off Site Non Indstrl Sld Wst: Not reported System Type Code: Not reported System Type: Not reported System Type Code 1: 141 System Type 1: Not reported System Type Code 2: Not reported System Type 2: Not reported System Type Code 3: Not reported System Type 3: Not reported System Type Code 4: Not reported System Type 4: Not reported Permit Seq#: Not reported Unit Description on NOR: 10 GALLON CONTAINERS ARE STORED IN THE BACK STORAGE AREA Dt Last Changed: 20140601 TC6745457.2s Page 19 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number CVS PHARMACY 2328 (Continued) S118195219 Unit: Unit No: 002 Deed Record Needed: Not reported Deed Recording Date: Not reported Unit Type Code: 14 Unit Type: Not reported Unit Status: ACTIVE Unit Regulatory Status: 13 UIC Permit Number: Not reported Capacity: 10 Capacity Measurment: Galons Off Site Hazardous Waste: No Off Site Class 1 Waste: Not reported Off Site Class 2 Waste: Not reported Off Site Class 3 Waste: Not reported Off Site Non Indstrl Sld Wst: Not reported System Type Code: Not reported System Type: Not reported System Type Code 1: 141 System Type 1: Not reported System Type Code 2: Not reported System Type 2: Not reported System Type Code 3: Not reported System Type 3: Not reported System Type Code 4: Not reported System Type 4: Not reported Permit Seq#: Not reported Unit Description on NOR: 10 gallon containers in the pharmacy Dt Last Changed: 20150227 One Time Shipper Records Not Found for this RegNo/Year: Receiver Type: Not reported Transporter for hire: 0 Transport own waste: 0 Eq 01, if transport waste type=1: Not reported Eq 02, if transport waste type=2: Not reported Eq 03, if transport waste type=3: Not reported Eq 04, if transport waste type=H: Not reported Target TCEQ unique facid for discarded(merged)facility: Not reported Waste: Waste ID: 398583 Waste Description: Corrosive Liquids Acid&Base,Rx Corrosive Liquids Acid&Base, Hypochlorite so Desc of Waste: Not reported Texas Waste Code: Not reported Texas Waste Code 2: 0220001H Waste Code Status: ACTIVE Waste Form: Not reported Waste Classification: H Waste is Radioactive: No Waste Treated Off Site: Not reported Standard Industrial Classification: Not reported Primary Source: Not reported Primary Measurenent Point: Not reported Primary Origin: Not reported Primary System Type: Not reported New Chemical Substance: 0 TC6745457.2s Page 20 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number CVS PHARMACY 2328 (Continued) S118195219 Audit Performed: No Company Waste ID: CORROSIVE LIQUIDS Primary NAICS Code: 446110 EPA Waste Form Code: W001 Reason Waste Form No Longer Gen.: Not reported EPA Haz Waste: Not reported Waste: Waste ID: 379879 Waste Description: Oxidizing liquid, n.o.s., Hydrogen Peroxide,Sodium Hypochlorite Desc of Waste: Not reported Texas Waste Code: Not reported Texas Waste Code 2: 8888001H Waste Code Status: ACTIVE Waste Form: Not reported Waste Classification: H Waste is Radioactive: No Waste Treated Off Site: Not reported Standard Industrial Classification: Not reported Primary Source: Not reported Primary Measurenent Point: Not reported Primary Origin: Not reported Primary System Type: Not reported New Chemical Substance: 0 Audit Performed: No Company Waste ID: OXIDIZING LIQUIDS Primary NAICS Code: 446110 EPA Waste Form Code: W001 Reason Waste Form No Longer Gen.: Not reported EPA Haz Waste: Not reported Waste: Waste ID: 379878 Waste Description: Compressed gas,flammable, n.o.s.,Lighters, Petroleum gases, liquefied, Butane, Desc of Waste: Not reported Texas Waste Code: Not reported Texas Waste Code 2: 0011801 H Waste Code Status: ACTIVE Waste Form: Not reported Waste Classification: H Waste is Radioactive: No Waste Treated Off Site: Not reported Standard Industrial Classification: Not reported Primary Source: Not reported Primary Measurenent Point: Not reported Primary Origin: Not reported Primary System Type: Not reported New Chemical Substance: 0 Audit Performed: No Company Waste ID: FLAM AEROSOL AND GAS Primary NAICS Code: 446110 EPA Waste Form Code: W801 Reason Waste Form No Longer Gen.: Not reported EPA Haz Waste: Not reported Waste: Waste ID: 370556 Waste Description: Toxic Solids TC6745457.2s Page 21 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number CVS PHARMACY 2328 (Continued) S118195219 Desc of Waste: Not reported Texas Waste Code: Not reported Texas Waste Code 2: 0114001 H Waste Code Status: ACTIVE Waste Form: Not reported Waste Classification: H Waste is Radioactive: No Waste Treated Off Site: Not reported Standard Industrial Classification: Not reported Primary Source: Not reported Primary Measurenent Point: Not reported Primary Origin: Not reported Primary System Type: Not reported New Chemical Substance: 0 Audit Performed: No Company Waste ID: TOXIC SOLIDS Primary NAICS Code: 446110 EPA Waste Form Code: W001 Reason Waste Form No Longer Gen.: Not reported EPA Haz Waste: Not reported Waste: Waste ID: 370555 Waste Description: Corrosive Basic Liquids Desc of Waste: Not reported Texas Waste Code: Not reported Texas Waste Code 2: 0014001H Waste Code Status: ACTIVE Waste Form: Not reported Waste Classification: H Waste is Radioactive: No Waste Treated Off Site: Not reported Standard Industrial Classification: Not reported Primary Source: Not reported Primary Measurenent Point: Not reported Primary Origin: Not reported Primary System Type: Not reported New Chemical Substance: 0 Audit Performed: No Company Waste ID: BASIC LIQUID CORROS Primary NAICS Code: 446110 EPA Waste Form Code: W001 Reason Waste Form No Longer Gen.: Not reported EPA Haz Waste: Not reported Waste: Waste ID: 370554 Waste Description: Aerosols, Flammable;A new hazardous waste determination has been performed on t Desc of Waste: Not reported Texas Waste Code: Not reported Texas Waste Code 2: 0013801H Waste Code Status: INACTIVE Waste Form: Not reported Waste Classification: H Waste is Radioactive: No Waste Treated Off Site: Not reported Standard Industrial Classification: Not reported TC6745457.2s Page 22 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number CVS PHARMACY 2328 (Continued) S118195219 Primary Source: Not reported Primary Measurenent Point: Not reported Primary Origin: Not reported Primary System Type: Not reported New Chemical Substance: 0 Audit Performed: No Company Waste ID: AEROSOLS FLAMMABLE Primary NAICS Code: 446110 EPA Waste Form Code: W001 Reason Waste Form No Longer Gen.: RECLASSIFIED EPA Haz Waste: Not reported Waste: Waste ID: 370552 Waste Description: Acute Toxic Solids Desc of Waste: Not reported Texas Waste Code: Not reported Texas Waste Code 2: 0125004H Waste Code Status: ACTIVE Waste Form: Not reported Waste Classification: H Waste is Radioactive: No Waste Treated Off Site: Not reported Standard Industrial Classification: Not reported Primary Source: Not reported Primary Measurenent Point: Not reported Primary Origin: Not reported Primary System Type: Not reported New Chemical Substance: 0 Audit Performed: No Company Waste ID: ACUTE TOXIC SOLIDS Primary NAICS Code: 446110 EPA Waste Form Code: W004 Reason Waste Form No Longer Gen.: Not reported EPA Haz Waste: Not reported Waste: Waste ID: 366890 Waste Description: FLAMMABLE LIQUIDS DAMAGED OR RETURNED GOODS Desc of Waste: Not reported Texas Waste Code: Not reported Texas Waste Code 2: 0015001H Waste Code Status: ACTIVE Waste Form: Not reported Waste Classification: H Waste is Radioactive: No Waste Treated Off Site: Not reported Standard Industrial Classification: Not reported Primary Source: Not reported Primary Measurenent Point: Not reported Primary Origin: Not reported Primary System Type: Not reported New Chemical Substance: 0 Audit Performed: No Company Waste ID: Not reported Primary NAICS Code: 446110 EPA Waste Form Code: W001 Reason Waste Form No Longer Gen.: Not reported TC6745457.2s Page 23 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number CVS PHARMACY 2328 (Continued) S118195219 EPA Haz Waste: Not reported B3 HEB 413 UST 0003414781 3133 S ALAMEDA ST Financial Assurance N/A <1/8 CORPUS CHRISTI,TX 78404 1 ft. Site 1 of 2 in cluster B Relative: UST: Higher Name: HEB 413 Actual: Address: 3133 S ALAMEDA ST 30 ft. City,State,Zip: CORPUS CHRISTI,TX 784042505 Al Number: 69596 Facility Type: RETAIL Facility Begin Date: 04/11/1997 Facility Status: ACTIVE Additional ID: 725571222002086 Facility Exempt Status: N Records Off-Site: Yes UST Financial Assurance Required: Yes Number Of Active UST: 1 Site Location Description: Not reported Site Location(Nearest City Name): Not reported Site Location(County Name): NUECES Site Location(Tceq Region): 14 Site Location(Location Zip): 78404 Contact Name/Title: Contact Organization Name: Not reported Contact Mailing Addressl: Not reported Contact Mailing Address2: Not reported Contact Mailing City/State/Zip: Not reported Contact Telephone: Not reported Facility Contact Address Deliverable: Not reported Contact Fax Number: Not reported Contact Email Address: Not reported Signature Date On Earliest Reg Form: 05/06/1994 Signature Name/Title On Earliest Reg Form: TERRY PARK,GAS OPS MGR Application Received Date On Earliest Reg Form: 05/14/1997 Signature Role On Earliest Reg Form: Not reported Signature Company On Earliest Reg Form: Not reported Enforcement Action: No Facility Not Inspectable: No Operator: PrincID: 691789092002161 Additional ID: 725571222002086 Ai Number: 69596 Operator CN: CN601297963 Operator Name: H-E-B LP Operator Effective Begin Date: 09/04/2001 Operator Type: PA Operator Role: OWNOPRCON Contact Name: TERRY PARR/ Contact Organization Name: H-E-B LP Contact Mailing Address(Delivery): PO BOX 839968 Contact Mailing Address(Internal Delivery): Not reported Contact Mailing City/State/Zip: SAN ANTONIO TX 78283-3968 Contact Phone Country Code: 0 TC6745457.2s Page 24 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HEB 413 (Continued) 0003414781 Contact Phone Area Code: 210 Contact Phone Number: 9384040 Contact Phone Extension: 0 Contact Fax Country Code: Not reported Contact Fax Area Code: Not reported Contact Fax Number: Not reported Contact Fax Extension: Not reported Contact Email Address: PARR.TERRY@HEB.COM Contact Address Deliverable: Not reported Owner: Owner CN: CN601297963 Owner Last Name: H-E-B LP Owner First Name: Not reported Owner Middle Name: Not reported Owner Type: PA Contact Mailing Address(Delivery): PO BOX 839968 Contact Mailing Address(Internal Delivery): Not reported Contact Mailing City: SAN ANTONIO Contact Mailing State: TX Contact Mailing Zip: 78283 Contact Mailing Zips: 3968 Contact Phone Number/Ext: 0 210 9384040/0 Contact Fax Country Code: Not reported Contact Fax Number/Ext: / Contact Email Address: PARR.TERRY@HEB.COM Contact Address Deliverable: Not reported PrincID: 691789092002161 Additional ID: 725571222002086 Al Number: 69596 Owner Effective Begin Date: 09/04/2001 State Tax ID: 17430106579 Contact Role: OWNOPRCON Contact Name/Title: TERRY PARR/ Contact Organization Name: H-E-B LP Self Certification: Self Cert ID: 105623 Cert ID: 339651 Al Number: 69596 Self Certification Date: 07/21/2020 Signature Name/Title: Regina Lopez Operations Trainer Signature Type Role: LEGAL AUTH REP OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 08/31/2021 Reporting Method: S Tank Corrosion Protection Compliance: Y Piping Corrosion Protection Compliance: Y Compartment Release Detection Compliance: Y Piping Release Detection Compliance: Y Spill Prevention/Overfill Compliance: Y TC6745457.2s Page 25 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HEB 413 (Continued) 0003414781 Self Cert ID: 105623 Cert ID: 323556 Al Number: 69596 Self Certification Date: 07/26/2019 Signature Name/Title: Jude A Fournier Petroleum Ops Traing Signature Type Role: LEGAL AUTH REP OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 08/31/2020 Reporting Method: S Tank Corrosion Protection Compliance: Y Piping Corrosion Protection Compliance: Y Compartment Release Detection Compliance: Y Piping Release Detection Compliance: Y Spill Prevention/Overfill Compliance: Y Self Cert ID: 105623 Cert ID: 307056 Al Number: 69596 Self Certification Date: 07/30/2018 Signature Name/Title: Jude A Fournier Petroleum Manager Signature Type Role: LEGAL AUTH REP OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 08/31/2019 Reporting Method: S Tank Corrosion Protection Compliance: Y Piping Corrosion Protection Compliance: Y Compartment Release Detection Compliance: Y Piping Release Detection Compliance: Y Spill Prevention/Overfill Compliance: Y Self Cert ID: 105623 Cert ID: 290146 Al Number: 69596 Self Certification Date: 08/07/2017 Signature Name/Title: Jude A Fournier Petroleum Manager Signature Type Role: LEGAL AUTH REP OPERATOR Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 08/31/2018 Reporting Method: S Tank Corrosion Protection Compliance: Y Piping Corrosion Protection Compliance: Y Compartment Release Detection Compliance: Y Piping Release Detection Compliance: Y Spill Prevention/Overfill Compliance: Y TC6745457.2s Page 26 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HEB 413 (Continued) 0003414781 Self Cert ID: 105623 Cert ID: 273757 Al Number: 69596 Self Certification Date: 08/19/2016 Signature Name/Title: Rosie Espinoza petroluem advisor Signature Type Role: LEGAL AUTH REP OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 08/31/2017 Reporting Method: S Tank Corrosion Protection Compliance: Y Piping Corrosion Protection Compliance: Y Compartment Release Detection Compliance: Y Piping Release Detection Compliance: Y Spill Prevention/Overfill Compliance: Y Self Cert ID: 105623 Cert ID: 256164 Al Number: 69596 Self Certification Date: 08/06/2015 Signature Name/Title: Rosie Espinoza petroleum advisor Signature Type Role: LEGAL AUTH REP OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 08/31/2016 Reporting Method: S Tank Corrosion Protection Compliance: Y Piping Corrosion Protection Compliance: Y Compartment Release Detection Compliance: Y Piping Release Detection Compliance: Y Spill Prevention/Overfill Compliance: Y Self Cert ID: 105623 Cert ID: 238995 Al Number: 69596 Self Certification Date: 07/21/2014 Signature Name/Title: Rosie Espinoza petroleum advisor Signature Type Role: LEGAL AUTH REP OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 08/31/2015 Reporting Method: S Tank Corrosion Protection Compliance: Y Piping Corrosion Protection Compliance: Y Compartment Release Detection Compliance: Y Piping Release Detection Compliance: Y Spill Prevention/Overfill Compliance: Y TC6745457.2s Page 27 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HEB 413 (Continued) 0003414781 Self Cert ID: 105623 Cert ID: 221972 Al Number: 69596 Self Certification Date: 07/11/2013 Signature Name/Title: Rosie Espinoza Administrative Signature Type Role: LEGAL AUTH REP OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 08/31/2014 Reporting Method: S Tank Corrosion Protection Compliance: Y Piping Corrosion Protection Compliance: Y Compartment Release Detection Compliance: Y Piping Release Detection Compliance: Y Spill Prevention/Overfill Compliance: Y Self Cert ID: 105623 Cert ID: 174712 Al Number: 69596 Self Certification Date: 07/12/2012 Signature Name/Title: ROSIE ESPINOZA PETROLEUM ADVISOR Signature Type Role: LEGAL AUTH REP OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 08/31/2013 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 105623 Cert ID: 174711 Al Number: 69596 Self Certification Date: 07/20/2011 Signature Name/Title: ROSIE GOMEZ ADMINISTRATIVE Signature Type Role: LEGAL AUTH REP OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 08/31/2012 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported TC6745457.2s Page 28 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HEB 413 (Continued) 0003414781 Self Cert ID: 105623 Cert ID: 174710 Al Number: 69596 Self Certification Date: 07/30/2010 Signature Name/Title: ROSIE GOMEZ PETROLEUM ADVISOR Signature Type Role: LEGAL AUTH REP OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 08/31/2011 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 105623 Cert ID: 174709 Al Number: 69596 Self Certification Date: 07/21/2009 Signature Name/Title: ROSIE GOMEZ PETROLEUM ADVISOR Signature Type Role: LEGAL AUTH REP OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 08/31/2010 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 105623 Cert ID: 174708 Al Number: 69596 Self Certification Date: 08/27/2008 Signature Name/Title: ROSIE GOMEZ ADMIN Signature Type Role: LEGAL AUTH REP OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 08/31/2009 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported TC6745457.2s Page 29 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HEB 413 (Continued) 0003414781 Self Cert ID: 105623 Cert ID: 174707 Al Number: 69596 Self Certification Date: 07/18/2007 Signature Name/Title: ROSIE GOMEZ TECHNICAL SUPPORT Signature Type Role: LEGAL AUTH REP OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 08/31/2008 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 105623 Cert ID: 174706 Al Number: 69596 Self Certification Date: 07/31/2006 Signature Name/Title: TERRY PARR OPERATIONS MGR Signature Type Role: OPERATOR Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 08/31/2007 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 105623 Cert ID: 174705 Al Number: 69596 Self Certification Date: 07/20/2005 Signature Name/Title: ROSIE GOMEZ ADMINISTRATIVE Signature Type Role: LEGAL AUTH REP OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 08/31/2006 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported TC6745457.2s Page 30 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HEB 413 (Continued) 0003414781 Self Cert ID: 105623 Cert ID: 174704 Al Number: 69596 Self Certification Date: 07/08/2004 Signature Name/Title: ROSIE GOMEZ ADMINISTRATION Signature Type Role: OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 08/31/2005 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 105623 Cert ID: 174703 Al Number: 69596 Self Certification Date: 07/09/2003 Signature Name/Title: ROSIE GOMEZ HEB FACILITY ADMIN Signature Type Role: LEGAL AUTH REP OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 08/31/2004 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 105623 Cert ID: 174702 Al Number: 69596 Self Certification Date: 08/02/2002 Signature Name/Title: TERRY PARR Signature Type Role: OPERATOR Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 08/31/2003 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported TC6745457.2s Page 31 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HEB 413 (Continued) 0003414781 Self Cert ID: 105623 Cert ID: 174701 Al Number: 69596 Self Certification Date: 09/14/2001 Signature Name/Title: TERRY PARR OPS MGR Signature Type Role: OPERATOR Filing Status: INITIAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 08/31/2002 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 105623 Cert ID: 174700 Al Number: 69596 Self Certification Date: 01/17/2001 Signature Name/Title: TERRY PARR OPERATIONS MGR Signature Type Role: OPERATOR Filing Status: INITIAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 05/31/2002 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Tank: Install Date: 04/11/1997 Tank Registration Date: 05/15/1997 Number of Compartments: 2 Tank Capacity: 20000 Tank Singlewall: N Tank Doublewall: Y Pipe Type: P UST ID: 183372 Facility ID: 105623 Ai Number: 69596 Tank Id: 1 Tank Status(Current): IN USE Tank Status Date: 04/11/1997 Empty: N Tank Regulatory Status: FULLY REGULATED Tank Int Prot(Internal Tank Lining Date): Not reported Piping Design(Single Wall): N Piping Design(Double Wall): Y TC6745457.2s Page 32 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HEB 413 (Continued) 0003414781 Tank Ext Cont(Fac-Built Nonmetallic Jacket): N Tank Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Tank Ext Cont(Tank Vault/Rigid Trench Liner): N Piping Ext Cont(Fac-Built Nonmetallic Jacket): N Piping Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Piping Ext Cont(Tank Vault/Rigid Trench Liner): N Tank Material(Steel): N Tank Material(Frp(Fi berglass-Reinforced Plastic): Y Tank Mat(Composite(Steel W/Ext Frp Cladding)): N Tank Mat(Concrete): N Tank Mat(Jacketed(Steel W/Ext Nonmetallic Jck)): N Tank Mat(Coated(Steel W/ExtPolyurethane Cladding)): N Piping Material(Steel): N Piping Mat(Frp(Fiberglass Reinforced Plastic): Y Piping Mat(Concrete): N Piping Mat(Jacketed(Steel W/Ext Nonmetallic Jacket)): N Piping Mat(Nonmetallic Flex Piping): N PipingConnect/Valves(Shear/Impact Valves(Under Disp)): N Piping Connect/Valves(Steel Swing-Joints(End Of Piping)): N Piping Connect/Valves(Flex Connectors(Ends Of Piping)): N Tank Corr Prot Meth(TCPM)(Cathodic-Field Installation): N TCPM(ExtDielectricCoat/Laminate/Tape/Wrap): N TCPM(Cathodic Prot-Faclnstallation): N TCPM(Composite Tank(Steel W/Frp Ext Laminate): N TCPMeth(Coated Tank(Steel W/ExtPolyurethaneLaminate): N TCPM(FRP Tank Or Piping(Noncorrodible)): Y TCPM(Ext Nonmetallic Jacket): N TCPMeth(Unnecessary Per Corrosion Prot Spec): N Piping Corr Prot Meth(Dielectric Coat/Laminate/Tape/Wrap): N Piping Corr Prot Method(PCPM)(Cathodic Factory Install): N PCPM(Cathodic Prot-Field Install): N PCPMethod(FRP Tank Or Piping(Noncorrodible): Y PCPM(Nonmetallic FlexPiping(Noncorrodible)): N PCPMeth(Isolated Open Area/2nd Containment): N PCPM(Dual Protected): N PCPM(Unnec Per Corrosion Prot Specialist): N Tank Corr Prot Compliance Flag: Y Piping Corr Prot Compliance Flag: Y Tank Corrosion Prot Variance: N Piping Corrosion Prot Variance: N Temp Out Of Service Compliance: N Technical Compliance Flag: N Tank Tested Flag: N Installation Signature Date: Not reported Compartment Records: Tank ID: 1 Tank Capacity: 12000 UST Comprt ID: 174681 UST ID: 183372 Al Number: 69596 Compartment ID: A Substance Stored1: GASOLINE Substance Stored2: Not reported Substance Stored3: Not reported CompartmentReleaseDetectionMethod(Vapor): N CRDM(GW Monitoring): N CRDM(Monitoring Of Secondary Cont Barrier): Y TC6745457.2s Page 33 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HEB 413 (Continued) 0003414781 CRDM(Auto Tank Gauge Test/Inv Control): Y CRD M(interstitial Monitoring SecWall/Jacket): Y CRDM(Wkly Manual Gauging(Tanks<=1000 G): N CRDM(Mthly Tank Gauging(Emer Gen Tanks): N CRDM(Sir(Stat Inv Reconciliation)/Inv Control): N PipingReleaseDetectionMethod(PRDM)(Vapor): N PRD M(Groundwater Monitoring): N PRDM(Monitoring Sec Containment Barrier): Y PRDM(InterstitialMonitoring w/in SecWall/Jacket): N PRDM(Mthly Piping Tightness Test)@.2Gph: Y PRDM(AnnualPipingTightTest/ElecMon@.1 Gph: Y PRDM(TriennialTightTest(Suction/GravityPiping): N PRDM AutoLineLeakDet(3.0 Gph PressPiping): Y PRDM(Sir(Statlnv Recon)/Inv Control)): N PRDM(Exempt System Suction: N Spill Overfill Prevention Equip(SOPE): Y SOPE(Spill Cont/Bucket/Sump): Y SOPE(DelShut-Off Valve)): Y SOPE(FlowRestrictorValue: Y SOPE(Alarm(Set@<=90%)W/3a Or 3b: Y SOPE(N/A Deliveries To Tank<=25G): N Compartment Release Det Compliance Flag: Y Piping Release Detection Compliance Flag): Y Spill/OverfillPreventionCompliance Flag: Y Compartment Release Detection Variance: N Piping Release Detection Variance: N Spill And Overfill Prevention Variance: N Stage I Vapor Recovery: TWO POINT SYSTEM Stage 1 Installation Date: Not reported Tank ID: 1 Tank Capacity: 8000 UST Comprt ID: 174682 UST ID: 183372 Al Number: 69596 Compartment ID: B Substance Stored1: GASOLINE Substance Stored2: Not reported Substance Stored3: Not reported CompartmentReleaseDetectionMethod(Vapor): N CRDM(GW Monitoring): N CRDM(Monitoring Of Secondary Cont Barrier): Y CRDM(Auto Tank Gauge Test/Inv Control): Y CRD M(interstitial Monitoring SecWall/Jacket): Y CRDM(Wkly Manual Gauging(Tanks<=1000 G): N CRDM(Mthly Tank Gauging(Emer Gen Tanks): N CRDM(Sir(Stat Inv Reconciliation)/Inv Control): N PipingReleaseDetectionMethod(PRDM)(Vapor): N PRD M(Groundwater Monitoring): N PRDM(Monitoring Sec Containment Barrier): Y PRDM(InterstitialMonitoring w/in SecWall/Jacket): N PRDM(Mthly Piping Tightness Test)@.2Gph: Y PRDM(AnnualPipingTightTest/ElecMon@.1 Gph: Y PRDM(TriennialTightTest(Suction/GravityPiping): N PRDM AutoLineLeakDet(3.0 Gph PressPiping): Y PRDM(Sir(Statlnv Recon)/Inv Control)): N PRDM(Exempt System Suction: N TC6745457.2s Page 34 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HEB 413 (Continued) 0003414781 Spill Overfill Prevention Equip(SOPE): Y SOPE(Spill Cont/Bucket/Sump): Y SOPE(DelShut-Off Valve)): Y SOPE(FlowRestrictorValue: Y SOPE(Alarm(Set@-90%)W/3a Or 3b: Y SOPE(N/A Deliveries To Tank-25G): N Compartment Release Det Compliance Flag: Y Piping Release Detection Compliance Flag): Y Spill/OverfillPreventionCompliance Flag: Y Compartment Release Detection Variance: N Piping Release Detection Variance: N Spill And Overfill Prevention Variance: N Stage I Vapor Recovery: TWO POINT SYSTEM Stage 1 Installation Date: Not reported More Self Certification: Self Cert ID: 26638 Cert ID: 38373 UST Comprt ID: 102379 UST ID: 37681 Al Number: 69596 Tank ID: 1 Compartment ID: A Self Cert ID: 26638 Cert ID: 38374 UST Comprt ID: 102378 UST ID: 37681 Al Number: 69596 Tank ID: 1 Compartment ID: A Self Cert ID: 26638 Cert ID: 38375 UST Comprt ID: 102377 UST ID: 37681 Al Number: 69596 Tank ID: 1 Compartment ID: A Self Cert ID: 26638 Cert ID: 353910 UST Comprt ID: 1028955 UST ID: 37681 Al Number: 69596 Tank ID: 1 Compartment ID: A Self Cert ID: 26638 Cert ID: 335717 UST Comprt ID: 973994 UST ID: 37681 Al Number: 69596 Tank ID: 1 Compartment ID: A Self Cert ID: 26638 TC6745457.2s Page 35 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HEB 413 (Continued) 0003414781 Cert ID: 319969 UST Comprt ID: 926871 UST ID: 37681 Al Number: 69596 Tank ID: 1 Compartment ID: A Self Cert ID: 26638 Cert ID: 302445 UST Comprt ID: 874678 UST ID: 37681 Al Number: 69596 Tank ID: 1 Compartment ID: A Self Cert ID: 26638 Cert ID: 285742 UST Comprt ID: 824482 UST ID: 37681 Al Number: 69596 Tank ID: 1 Compartment ID: A Self Cert ID: 26638 Cert ID: 251959 UST Comprt ID: 724406 UST ID: 37681 Al Number: 69596 Tank ID: 1 Compartment ID: A Self Cert ID: 26638 Cert ID: 268644 UST Comprt ID: 773897 UST ID: 37681 Al Number: 69596 Tank ID: 1 Compartment ID: A Self Cert ID: 26638 Cert ID: 235528 UST Comprt ID: 676124 UST ID: 37681 Al Number: 69596 Tank ID: 1 Compartment ID: A Self Cert ID: 26638 Cert ID: 38612 UST Comprt ID: 102375 UST ID: 37681 Al Number: 69596 Tank ID: 1 Compartment ID: A Self Cert ID: 26638 Cert ID: 38613 TC6745457.2s Page 36 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HEB 413 (Continued) 0003414781 UST Comprt ID: 102374 UST ID: 37681 Al Number: 69596 Tank ID: 1 Compartment ID: A Self Cert ID: 26638 Cert ID: 38614 UST Comprt ID: 102373 UST ID: 37681 Al Number: 69596 Tank ID: 1 Compartment ID: A Self Cert ID: 26638 Cert ID: 38366 UST Comprt ID: 102384 UST ID: 37681 Al Number: 69596 Tank ID: 1 Compartment ID: A Self Cert ID: 26638 Cert ID: 38611 UST Comprt ID: 102376 UST ID: 37681 Al Number: 69596 Tank ID: 1 Compartment ID: A Self Cert ID: 26638 Cert ID: 38367 UST Comprt ID: 102385 UST ID: 37681 Al Number: 69596 Tank ID: 1 Compartment ID: A Self Cert ID: 26638 Cert ID: 38368 UST Comprt ID: 102386 UST ID: 37681 Al Number: 69596 Tank ID: 1 Compartment ID: A Self Cert ID: 26638 Cert ID: 38369 UST Comprt ID: 102383 UST ID: 37681 Al Number: 69596 Tank ID: 1 Compartment ID: A Self Cert ID: 26638 Cert ID: 38370 UST Comprt ID: 102382 TC6745457.2s Page 37 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HEB 413 (Continued) 0003414781 UST ID: 37681 Al Number: 69596 Tank ID: 1 Compartment ID: A Self Cert ID: 26638 Cert ID: 38371 UST Comprt ID: 102381 UST ID: 37681 Al Number: 69596 Tank ID: 1 Compartment ID: A Self Cert ID: 26638 Cert ID: 38372 UST Comprt ID: 102380 UST ID: 37681 Al Number: 69596 Tank ID: 1 Compartment ID: A Construction Notification: NOC ID: 36279 Facility ID: 105623 Al Number: 69596 Application Received Date: 03/27/2020 Scheduled Construction Date: 04/09/2020 UST Improvement: N UST Installation: N UST Removal: N UST Repair: Y UST Return To Service: N UST Replacement: N UST Abandonment: N UST Stage I: N AST Installation: N AST Stage I: N Historical Tracking Number: Not reported Waiver Flag: Not reported Late Filing Flag: Y Form Received Date: 03/27/2020 Signature Date On Form: 03/26/2020 Signature Name On Form: LA DAWN VAUGHN Signature Company On Form: Not reported Signature Title On Form: Not reported Signature Role: Not reported Owner Name At Time Of Construction: H-E-B LP Owner CN At Time Of Construction: CN601297963 Owner AR At Time Of Construction: 58478 General Desc Of Prop Construct: REPLACE TANK SUBMERSIBLE TURBINE PUMP FLEX HOSE NOC ID: 19798 Facility ID: 105623 Al Number: 69596 Application Received Date: 03/18/2005 Scheduled Construction Date: 04/17/2005 TC6745457.2s Page 38 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HEB 413 (Continued) 0003414781 UST Improvement: Y UST Installation: N UST Removal: N UST Repair: N UST Return To Service: N UST Replacement: N UST Abandonment: N UST Stage I: N AST Installation: N AST Stage I: N Historical Tracking Number: M50318082 Waiver Flag: N Late Filing Flag: N Form Received Date: 03/27/2020 Signature Date On Form: 03/26/2020 Signature Name On Form: LA DAWN VAUGHN Signature Company On Form: Not reported Signature Title On Form: Not reported Signature Role: Not reported Owner Name At Time Of Construction: Not reported Owner CN At Time Of Construction: Not reported Owner AR At Time Of Construction: 58478 General Desc Of Prop Construct: Not reported Contractor,Consultant and Installer: Cont/Cons/Installer ID: 85977 UST ID: Not reported NOC ID: 36279 Al Number: 69596 Type Of Contact: CONSULTANT Contractor CRP Number Or Installer ILP Number: Not reported Company Name: ERLING SALES&SERVICE Representative Name: RUBEN POIREE Mailing Address(Delivery): Not reported Mailing Address(Internal Delivery): Not reported Mailing City: PFLUGERVILLE Mailing State: Not reported Mailing Zip: Not reported Mailing Foreign Postal Code: Not reported Mailing County Code: Not reported Phone Number Country Code: Not reported Phone Number Area Code: Not reported Phone Number: Not reported Phone Number Extension: Not reported Fax Number Country Code: Not reported Fax Number Area Code: Not reported Fax Number: Not reported Email Address: Not reported Cont/Cons/Installer ID: 85975 UST ID: Not reported NOC ID: 36279 Al Number: 69596 Type Of Contact: CONTRACTOR Contractor CRP Number Or Installer ILP Number: Not reported Company Name: ERLING SALES&SERVICE Representative Name: RUBEN POIREE TC6745457.2s Page 39 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HEB 413 (Continued) 0003414781 Mailing Address(Delivery): Not reported Mailing Address(Internal Delivery): Not reported Mailing City: PFLUGERVILLE Mailing State: Not reported Mailing Zip: Not reported Mailing Foreign Postal Code: Not reported Mailing County Code: Not reported Phone Number Country Code: Not reported Phone Number Area Code: Not reported Phone Number: Not reported Phone Number Extension: Not reported Fax Number Country Code: Not reported Fax Number Area Code: Not reported Fax Number: Not reported Email Address: Not reported Cont/Cons/Installer ID: 85976 UST ID: Not reported NOC ID: 36279 Al Number: 69596 Type Of Contact: INSTALLER Contractor CRP Number Or Installer ILP Number: ILP000548 Company Name: KMIEC DAVID R Representative Name: Not reported Mailing Address(Delivery): PO BOX 1503 Mailing Address(Internal Delivery): Not reported Mailing City: CYPRESS Mailing State: TX Mailing Zip: 77410 Mailing Foreign Postal Code: Not reported Mailing County Code: Not reported Phone Number Country Code: 1 Phone Number Area Code: 832 Phone Number: 6065098 Phone Number Extension: 0 Fax Number Country Code: Not reported Fax Number Area Code: Not reported Fax Number: Not reported Email Address: Not reported Facility Billing Contacts: Contact Organization Name: H-E-B LP Contact Mailing Address(Delivery): PO BOX 839968 Contact Mailing Address(Internal Delivery): Not reported Contact Mailing City/State/Zip: SAN ANTONIO,TX 78283 3968 Phone Number/Ext: / Contact Fax Number/Ext: / Contact Email Address: Not reported Contact Address Deliverable: Y Facility ID: 105623 Additional ID: 725571222002086 PrincID: 691789092002161 Al Number: 69596 Facility Name: HEB 413 AR Number: 58478 AR UST Number Suffix: Not reported AR AST Number Suffix: U TC6745457.2s Page 40 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HEB 413 (Continued) 0003414781 Contact Name/Title: TERRY PARR/ TX Financial Assurance 2: Name: HEB 413 Address: 3133 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78404 Region: 2 Facility ID: 105623 Finass ID: 233897 Al: 69596 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: 2,000,000 Meets Financial Assurance Req Flag: Y Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 12/29/2019 Date Financial Assurance Form Rec: Not reported Issuer Name: IRONSHORE SPECIALTY INS CO Issuer Phone: Not reported Policy Number: 002606901 Coverage Amount: 1,000,000 Coverage Expiration Date: 12/29/2020 Ins Premium Pre-Paid For Entire Yr: No Proof of Financial Assurance: Yes Name: HEB 413 Address: 3133 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78404 Region: 2 Facility ID: 105623 Finass ID: 217008 Al: 69596 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: 2,000,000 Meets Financial Assurance Req Flag: Y Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 12/29/2018 Date Financial Assurance Form Rec: Not reported Issuer Name: IRONSHORE SPECIALTY INS CO Issuer Phone: Not reported Policy Number: 002606901 Coverage Amount: 1,000,000 Coverage Expiration Date: 12/29/2019 Ins Premium Pre-Paid For Entire Yr: No Proof of Financial Assurance: Yes Name: HEB 413 Address: 3133 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78404 Region: 2 Facility ID: 105623 TC6745457.2s Page 41 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HEB 413 (Continued) 0003414781 Finass ID: 200209 Al: 69596 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: 2,000,000 Meets Financial Assurance Req Flag: Y Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 12/29/2017 Date Financial Assurance Form Rec: Not reported Issuer Name: IRONSHORE SPECIALTY INS CO Issuer Phone: Not reported Policy Number: 002606900 Coverage Amount: 1,000,000 Coverage Expiration Date: 12/29/2018 Ins Premium Pre-Paid For Entire Yr: No Proof of Financial Assurance: Yes Name: HEB 413 Address: 3133 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78404 Region: 2 Facility ID: 105623 Finass ID: 182166 Al: 69596 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: 2,000,000 Meets Financial Assurance Req Flag: Y Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 12/29/2016 Date Financial Assurance Form Rec: Not reported Issuer Name: IRONSHORE SPECIALTY INS CO Issuer Phone: Not reported Policy Number: 002606900 Coverage Amount: 1,000,000 Coverage Expiration Date: 12/29/2017 Ins Premium Pre-Paid For Entire Yr: No Proof of Financial Assurance: Yes Name: HEB 413 Address: 3133 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78404 Region: 2 Facility ID: 105623 Finass ID: 165855 Al: 69596 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: 2,000,000 Meets Financial Assurance Req Flag: Y Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y TC6745457.2s Page 42 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HEB 413 (Continued) 0003414781 Financial Assurance Begin Date: 12/29/2015 Date Financial Assurance Form Rec: Not reported Issuer Name: IRONSHORE SPECIALTY INS CO Issuer Phone: Not reported Policy Number: 002606900 Coverage Amount: 1,000,000 Coverage Expiration Date: 12/29/2016 Ins Premium Pre-Paid For Entire Yr: No Proof of Financial Assurance: Yes Name: HEB 413 Address: 3133 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78404 Region: 2 Facility ID: 105623 Finass ID: 147068 Al: 69596 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: 2,000,000 Meets Financial Assurance Req Flag: Y Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 12/29/2014 Date Financial Assurance Form Rec: Not reported Issuer Name: AIG INS CO Issuer Phone: Not reported Policy Number: PLC 2183057 Coverage Amount: 1,000,000 Coverage Expiration Date: 12/29/2015 Ins Premium Pre-Paid For Entire Yr: No Proof of Financial Assurance: Yes Name: HEB 413 Address: 3133 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78404 Region: 2 Facility ID: 105623 Finass ID: 129887 Al: 69596 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: 2,000,000 Meets Financial Assurance Req Flag: Y Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 12/29/2013 Date Financial Assurance Form Rec: Not reported Issuer Name: OTHER Issuer Phone: Not reported Policy Number: PLC 2183057 Coverage Amount: 1,000,000 Coverage Expiration Date: 12/29/2014 Ins Premium Pre-Paid For Entire Yr: No Proof of Financial Assurance: Yes TC6745457.2s Page 43 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HEB 413 (Continued) 0003414781 Name: HEB 413 Address: 3133 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78404 Region: 2 Facility ID: 105623 Finass ID: 110417 Al: 69596 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: 2,000,000 Meets Financial Assurance Req Flag: Y Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 12/29/2012 Date Financial Assurance Form Rec: Not reported Issuer Name: CHARTIS SPECIALTY INS CO Issuer Phone: Not reported Policy Number: PLC 2183057 Coverage Amount: 1,000,000 Coverage Expiration Date: 12/29/2013 Ins Premium Pre-Paid For Entire Yr: No Proof of Financial Assurance: Yes Name: HEB 413 Address: 3133 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78404 Region: 2 Facility ID: 105623 Finass ID: 112522 Al: 69596 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: 2,000,000 Meets Financial Assurance Req Flag: Y Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 12/29/2012 Date Financial Assurance Form Rec: Not reported Issuer Name: CHARTIS SPECIALTY INS CO Issuer Phone: Not reported Policy Number: PLC 2183057 Coverage Amount: 1,000,000 Coverage Expiration Date: 12/29/2013 Ins Premium Pre-Paid For Entire Yr: No Proof of Financial Assurance: Yes Name: HEB 413 Address: 3133 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78404 Region: 2 Facility ID: 105623 Finass ID: 15046 Al: 69596 Mechanism Type Other: Not reported Multiple Mechanism Types: N TC6745457.2s Page 44 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HEB 413 (Continued) 0003414781 Coverage Amt per Annual Aggregate: Not reported Meets Financial Assurance Req Flag: Not reported Financial Responsibility Type: FINANCIAL TEST Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 01/05/2012 Date Financial Assurance Form Rec: Not reported Issuer Name: SELF(FIN TEST OR LOCAL GOV FT) Issuer Phone: 1 210 9384934 Policy Number: 0 Coverage Amount: 1000000 Coverage Expiration Date: 01/05/2013 Ins Premium Pre-Paid For Entire Yr: No Proof of Financial Assurance: Yes Name: HEB 413 Address: 3133 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78404 Region: 2 Facility ID: 105623 Finass ID: 86239 Al: 69596 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: Not reported Meets Financial Assurance Req Flag: Not reported Financial Responsibility Type: FINANCIAL TEST Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 07/27/2010 Date Financial Assurance Form Rec: Not reported Issuer Name: SELF(FIN TEST OR LOCAL GOV FT) Issuer Phone: 1 210 9387042 Policy Number: None Coverage Amount: 2000000 Coverage Expiration Date: 07/27/2011 Ins Premium Pre-Paid For Entire Yr: No Proof of Financial Assurance: Yes Name: HEB 413 Address: 3133 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78404 Region: 2 Facility ID: 105623 Finass ID: 86240 Al: 69596 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: Not reported Meets Financial Assurance Req Flag: Not reported Financial Responsibility Type: FINANCIAL TEST Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 01/12/2009 Date Financial Assurance Form Rec: Not reported Issuer Name: SELF(FIN TEST OR LOCAL GOV FT) Issuer Phone: 1 210 9387042 TC6745457.2s Page 45 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HEB 413 (Continued) 0003414781 Policy Number: None Coverage Amount: 2000000 Coverage Expiration Date: 01/12/2010 Ins Premium Pre-Paid For Entire Yr: No Proof of Financial Assurance: Yes Name: HEB 413 Address: 3133 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78404 Region: 2 Facility ID: 105623 Finass ID: 86241 Al: 69596 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: Not reported Meets Financial Assurance Req Flag: Not reported Financial Responsibility Type: FINANCIAL TEST Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 08/18/2008 Date Financial Assurance Form Rec: Not reported Issuer Name: SELF(FIN TEST OR LOCAL GOV FT) Issuer Phone: 1 210 9387042 Policy Number: None Coverage Amount: 0 Coverage Expiration Date: 08/18/2009 Ins Premium Pre-Paid For Entire Yr: No Proof of Financial Assurance: Yes Name: HEB 413 Address: 3133 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78404 Region: 2 Facility ID: 105623 Finass ID: 86242 Al: 69596 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: Not reported Meets Financial Assurance Req Flag: Not reported Financial Responsibility Type: FINANCIAL TEST Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 01/01/1901 Date Financial Assurance Form Rec: Not reported Issuer Name: Not reported Issuer Phone: Not reported Policy Number: Unknown Coverage Amount: 0 Coverage Expiration Date: 01/01/1901 Ins Premium Pre-Paid For Entire Yr: No Proof of Financial Assurance: No TC6745457.2s Page 46 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number 134 HEB 413 LPST S116698921 3133 S ALAMEDA ST N/A <1/8 CORPUS CHRISTI,TX 78411 1 ft. Site 2 of 2 in cluster B Relative: LPST: Higher Name: HEB 413 Actual: Address: 3133 S ALAMEDA ST 30 ft. City,State,Zip: CORPUS CHRISTI,TX 78411 Facility ID: 0069596 LPST Id: 111254 Facility Location: 3133 S ALAMEDA TCEQ Region#and City: REGION 14-CORPUS CHRISTI Region City: CORPUS CHRISTI Discovered Date: 12/31/3000 Entered Date: 07/01/1996 Reported Date: 12/31/3000 Closure Date: 11/06/1998 Priority: 4.2-NO GW IMPACT NO APPARENT THREATS OR IMPACTS TO RECEPTORS Program: 1 -RPR CA Status: 6A-FINAL CONCURRENCE ISSUED Priority Description: The vertical extent of contamination has been defined and the assessment results document that groundwater is not affected. Status: FINAL CONCURRENCE ISSUED,CASE CLOSED Coordinators Primary: 1 Coordinators RPR: RPR Responsible Party Name: Not reported Responsible Party Contact: MARILYN SEVON Responsible Party Address: 646 S MAIN AVE Responsible Party City,St,Zip: SAN ANTONIO,TX 78211 Responsible Party Telephone: 210/938-5513 Reported Date: 12/31/3000 Case Start Date: 11/06/1998 Reference Number: RN101741627 Project Manager: HWELCH C5 1.89 CLEANERS DRYCLEANERS S109361631 3237 S ALAMEDA ST N/A <1/8 CORPUS CHRISTI,TX 78404 1 ft. Site 1 of 4 in cluster C Relative: DRYCLEANERS: Higher Name: 1.89 CLEANERS Actual: Address: 3237 S ALAMEDA ST 30 ft. City,State,Zip: CORPUS CHRISTI,TX 78404 RN Number: RN104086145 Region: 14 CN Number: CN602523664 DCR Number: Not reported AR Number: 24001796 Principal Name: KIM INSOO Bill Addr1: 313 NW COUNTY ROAD 0018 Bill Addr2: Not reported Bill City/State/Zip: CORSICANA,TX 75110 1276 EMail: Not reported Phone Number: Not reported Site Name: 1.89 CLEANERS Site Type: DROP STATION REGISTRATION TC6745457.2s Page 47 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number 1.89 CLEANERS (Continued) S109361631 Site Status: ACTIVE Fiscal Year: FY2004 Solvent: Not reported Gallons: Not reported Part Stat: YES Gross Receipts: Not reported Name: 1.89 CLEANERS Address: 3237 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78404 RN Number: RN104086145 Region: 14 CN Number: CN602846156 DCR Number: Not reported AR Number: 24003091 Principal Name: ASJ MANAGEMENT INC Bill Addr1: 1311 S STAPLES ST Bill Addr2: Not reported Bill City/State/Zip: CORPUS CHRISTI,TX 78404 3120 EMail: Not reported Phone Number: Not reported Site Name: 1.89 CLEANERS Site Type: DROP STATION REGISTRATION Site Status: ACTIVE Fiscal Year: FY2005 Solvent: Not reported Gallons: Not reported Part Stat: YES Gross Receipts: Not reported Name: 1.89 CLEANERS Address: 3237 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78404 RN Number: RN104086145 Region: 14 CN Number: CN602846156 DCR Number: Not reported AR Number: 24003091 Principal Name: ASJ MANAGEMENT INC Bill Addr1: 1311 S STAPLES ST Bill Addr2: Not reported Bill City/State/Zip: CORPUS CHRISTI,TX 78404 3120 EMail: Not reported Phone Number: Not reported Site Name: 1.89 CLEANERS Site Type: DROP STATION REGISTRATION Site Status: ACTIVE Fiscal Year: FY2006 Solvent: Not reported Gallons: Not reported Part Stat: YES Gross Receipts: $150,000 OR LESS Name: 1.89 CLEANERS Address: 3237 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78404 RN Number: RN104086145 TC6745457.2s Page 48 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number 1.89 CLEANERS (Continued) S109361631 Region: 14 CN Number: CN602846156 DCR Number: Not reported AR Number: 24003091 Principal Name: ASJ MANAGEMENT INC Bill Addr1: 1311 S STAPLES ST Bill Addr2: Not reported Bill City/State/Zip: CORPUS CHRISTI,TX 78404 3120 EMail: Not reported Phone Number: Not reported Site Name: 1.89 CLEANERS Site Type: DROP STATION REGISTRATION Site Status: ACTIVE Fiscal Year: FY2007 Solvent: Not reported Gallons: Not reported Part Stat: YES Gross Receipts: $150,000 OR LESS Name: 1.89 CLEANERS Address: 3237 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78404 RN Number: RN104086145 Region: 14 CN Number: CN602846156 DCR Number: Not reported AR Number: 24003091 Principal Name: ASJ MANAGEMENT INC Bill Addr1: 1311 S STAPLES ST Bill Addr2: Not reported Bill City/State/Zip: CORPUS CHRISTI,TX 78404 3120 EMail: Not reported Phone Number: Not reported Site Name: 1.89 CLEANERS Site Type: DROP STATION REGISTRATION Site Status: INACTIVE Fiscal Year: FY2008 Solvent: Not reported Gallons: Not reported Part Stat: YES Gross Receipts: $150,000 OR LESS C6 DAVIDSONS GULF EDR Hist Auto 1020141514 3245 SOUTH ALAMEDA N/A <1/8 CORPUS CHRSTI,TX 78411 1 ft. Site 2 of 4 in cluster C Relative: EDR Hist Auto Higher Actual: Year: Name: Type: 30 ft. 1973 DAVIDSONS GULF Gasoline Service Stations 1974 DAVIDSONS GULF Gasoline Service Stations 1975 DAVIDSONS GULF Gasoline Service Stations 1976 DAVIDSONS GULF Gasoline Service Stations 1977 DAVIDSONS GULF Gasoline Service Stations 1978 DAVIDSONS GULF Gasoline Service Stations 1979 DAVIDSONS GULF Gasoline Service Stations TC6745457.2s Page 49 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number DAVIDSONS GULF (Continued) 1020141514 1986 MCMINNS STATION Gasoline Service Stations 1987 MCMINNS STATION Gasoline Service Stations 1988 MCMINNS STATION Gasoline Service Stations 1990 MCMINNS STATION Gasoline Service Stations 1991 MCMINN&COMPANY INC Convenience Stores 1992 MCMINN&COMPANY INC Convenience Stores 1993 MCMINN&COMPANY INC Convenience Stores 1994 MCMINN&COMPANY INC Convenience Stores 1995 MCMINN&COMPANY INC Convenience Stores 1996 MCMINN&COMPANY INC Convenience Stores 1997 MCMINN&COMPANY INC Convenience Stores 1998 MCMINN&COMPANY INC Convenience Stores 1999 MCMINN&COMPANY INC Convenience Stores 2000 MCMINN&COMPANY INC Convenience Stores 2001 MCMINN&COMPANY INC Convenience Stores 2002 MCMINN&COMPANY INC Convenience Stores 2003 MCMINN&COMPANY INC Convenience Stores C7 AMANS FOOD MART 2 LPST 0001262287 3245 S ALAMEDA ST UST N/A <1/8 CORPUS CHRISTI,TX 78404 ENF 1 ft. Financial Assurance Site 3 of 4 in cluster C Relative: LPST: Higher Name: AMANS FOOD MART 2 Actual: Address: 3245 S ALAMEDA ST 30 ft. City,State,Zip: CORPUS CHRISTI,TX Facility ID: Not reported LPST Id: 119540 Facility Location: Not reported TCEQ Region#and City: REGION 14-CORPUS CHRISTI Region City: Not reported Discovered Date: 06/15/2014 Entered Date: 01/06/2015 Reported Date: 10/31/2014 Closure Date: 04/21/2015 Priority: 4.0-ASSESSMENT INCOMPLETE NO APPARENT RECEPTORS IMPACTED Program: 1 -RPR CA Status: 6A-FINAL CONCURRENCE ISSUED Priority Description: Not reported Status: Not reported Coordinators Primary: Not reported Coordinators RPR: Not reported Responsible Party Name: Not reported Responsible Party Contact: Not reported Responsible Party Address: Not reported Responsible Party City,St,Zip: Not reported Responsible Party Telephone: Not reported Reported Date: 10/31/2014 Case Start Date: 04/21/2015 Reference Number: RN101799344 Project Manager: DROGERS Name: CHEVRON STATION 108652 Address: 3245 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX Facility ID: Not reported TC6745457.2s Page 50 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AMANS FOOD MART 2 (Continued) 0001262287 LPST Id: 95619 Facility Location: Not reported TCEQ Region#and City: REGION 14-CORPUS CHRISTI Region City: Not reported Discovered Date: 05/22/1990 Entered Date: 05/31/1990 Reported Date: 05/23/1990 Closure Date: 10/11/1993 Priority: 4.1-GW IMPACTED NO APPARENT THREATS OR IMPACTS TO RECEPTORS Program: 1 -RPR CA Status: 6A-FINAL CONCURRENCE ISSUED Priority Description: Not reported Status: Not reported Coordinators Primary: Not reported Coordinators RPR: Not reported Responsible Party Name: Not reported Responsible Party Contact: Not reported Responsible Party Address: Not reported Responsible Party City,St,Zip: Not reported Responsible Party Telephone: Not reported Reported Date: 05/23/1990 Case Start Date: 10/11/1993 Reference Number: RN101799344 Project Manager: MBAME UST: Name: AMANS FOOD MART 2 Address: 3245 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 784042507 Al Number: 28653 Facility Type: RETAIL Facility Begin Date: 01/01/1978 Facility Status: INACTIVE Additional ID: 223469112002087 Facility Exempt Status: N Records Off-Site: No UST Financial Assurance Required: No Number Of Active UST: 0 Site Location Description: Not reported Site Location(Nearest City Name): Not reported Site Location(County Name): NUECES Site Location(Tceq Region): 14 Site Location(Location Zip): 78404 Contact Name/Title: AZIZ MOMIN,MGR Contact Organization Name: AMANS FOOD MART 2 Contact Mailing Address1: Not reported Contact Mailing Address2: Not reported Contact Mailing City/State/Zip: Not reported Contact Telephone: 3618550265 Facility Contact Address Deliverable: Not reported Contact Fax Number: Not reported Contact Email Address: Not reported Signature Date On Earliest Reg Form: 10/31/2014 Signature Name/Title On Earliest Reg Form: AMAN ULLAH, Application Received Date On Earliest Reg Form: 11/04/2014 Signature Role On Earliest Reg Form: Not reported Signature Company On Earliest Reg Form: Not reported TC6745457.2s Page 51 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AMANS FOOD MART 2 (Continued) 0001262287 Enforcement Action: No Facility Not Inspectable: No Operator: PrincID: 628411872004082 Additional ID: 223469112002087 Ai Number: 28653 Operator CN: CN602591836 Operator Name: AMSAL INC Operator Effective Begin Date: 03/01/2004 Operator Type: CO Operator Role: Not reported Contact Name: / Contact Organization Name: Not reported Contact Mailing Address(Delivery): Not reported Contact Mailing Address(Internal Delivery): Not reported Contact Mailing City/State/Zip: - Contact Phone Country Code: Not reported Contact Phone Area Code: Not reported Contact Phone Number: Not reported Contact Phone Extension: Not reported Contact Fax Country Code: Not reported Contact Fax Area Code: Not reported Contact Fax Number: Not reported Contact Fax Extension: Not reported Contact Email Address: Not reported Contact Address Deliverable: Not reported Owner: Owner CN: CN602591844 Owner Last Name: E Z STOP INC Owner First Name: Not reported Owner Middle Name: Not reported Owner Type: CO Contact Mailing Address(Delivery): Not reported Contact Mailing Address(Internal Delivery): Not reported Contact Mailing City: Not reported Contact Mailing State: Not reported Contact Mailing Zip: Not reported Contact Mailing Zips: Not reported Contact Phone Number/Ext: / Contact Fax Country Code: Not reported Contact Fax Number/Ext: / Contact Email Address: Not reported Contact Address Deliverable: Not reported PrincID: 502417702004082 Additional ID: 223469112002087 Al Number: 28653 Owner Effective Begin Date: 03/01/2004 State Tax ID: 17428803245 Contact Role: Not reported Contact Name/Title: / Contact Organization Name: Not reported Self Certification: Self Cert ID: 65801 Cert ID: 81545 TC6745457.2s Page 52 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AMANS FOOD MART 2 (Continued) 0001262287 Al Number: 28653 Self Certification Date: 08/15/2008 Signature Name/Title: AZIZ MOMIN MANAGER Signature Type Role: OPERATOR Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 08/31/2009 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 65801 Cert ID: 81544 Al Number: 28653 Self Certification Date: 09/28/2007 Signature Name/Title: AZIZ MOMIN MGR Signature Type Role: OPERATOR Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 08/31/2008 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 65801 Cert ID: 81543 Al Number: 28653 Self Certification Date: 08/01/2006 Signature Name/Title: AZIZ MOMIN MGR Signature Type Role: OPERATOR Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 08/31/2007 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 65801 Cert ID: 81542 TC6745457.2s Page 53 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AMANS FOOD MART 2 (Continued) 0001262287 Al Number: 28653 Self Certification Date: 06/23/2005 Signature Name/Title: AZIZ MOMIN MGR Signature Type Role: OPERATOR Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 08/31/2006 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 65801 Cert ID: 81541 Al Number: 28653 Self Certification Date: 06/30/2004 Signature Name/Title: BAKARD ALI PRES Signature Type Role: OPERATOR Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 08/31/2005 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 65801 Cert ID: 81540 Al Number: 28653 Self Certification Date: 03/03/2004 Signature Name/Title: AMAN ULLAH PRES Signature Type Role: LEGAL AUTH REP OWNER Filing Status: INITIAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 08/31/2004 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 65801 Cert ID: 81539 TC6745457.2s Page 54 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AMANS FOOD MART 2 (Continued) 0001262287 Al Number: 28653 Self Certification Date: 04/01/2003 Signature Name/Title: AMAN ULLAH PRESIDENT Signature Type Role: OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 03/31/2004 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 65801 Cert ID: 81538 Al Number: 28653 Self Certification Date: 07/20/2002 Signature Name/Title: AMAN ULLAH PRESIDENT Signature Type Role: OWNER Filing Status: INITIAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 03/31/2003 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 65801 Cert ID: 81537 Al Number: 28653 Self Certification Date: 12/29/2000 Signature Name/Title: DAVID MCMINN OWNER Signature Type Role: OWNER Filing Status: INITIAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 05/31/2002 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Tank: Install Date: 01/01/1978 TC6745457.2s Page 55 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AMANS FOOD MART 2 (Continued) 0001262287 Tank Registration Date: 05/08/1986 Number of Compartments: 1 Tank Capacity: 10000 Tank Singlewall: Y Tank Doublewall: N Pipe Type: P UST ID: 75247 Facility ID: 65801 Ai Number: 28653 Tank Id: 1 Tank Status(Current): REMOVED FROM GROUND Tank Status Date: 06/11/2014 Empty: N Tank Regulatory Status: FULLY REGULATED Tank Int Prot(Internal Tank Lining Date): Not reported Piping Design(Single Wall): Y Piping Design(Double Wall): N Tank Ext Cont(Fac-Built Nonmetallic Jacket): N Tank Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Tank Ext Cont(Tank Vault/Rigid Trench Liner): N Piping Ext Cont(Fac-Built Nonmetallic Jacket): N Piping Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Piping Ext Cont(Tank Vault/Rigid Trench Liner): N Tank Material(Steel): N Tank Material(Frp(Fi berglass-Reinforced Plastic): Y Tank Mat(Composite(Steel W/Ext Frp Cladding)): N Tank Mat(Concrete): N Tank Mat(Jacketed(Steel W/Ext Nonmetallic Jck)): N Tank Mat(Coated(Steel W/ExtPolyurethane Cladding)): N Piping Material(Steel): N Piping Mat(Frp(Fiberglass Reinforced Plastic): Y Piping Mat(Concrete): N Piping Mat(Jacketed(Steel W/Ext Nonmetallic Jacket)): N Piping Mat(Nonmetallic Flex Piping): N PipingConnect/Valves(Shear/Impact Valves(Under Disp)): N Piping Connect/Valves(Steel Swing-Joints(End Of Piping)): N Piping Connect/Valves(Flex Connectors(Ends Of Piping)): N Tank Corr Prot Meth(TCPM)(Cathodic-Field Installation): Y TCPM(ExtDielectricCoat/Laminate/Tape/Wrap): N TCPM(Cathodic Prot-Faclnstallation): N TCPM(Composite Tank(Steel W/Frp Ext Laminate): N TCPMeth(Coated Tank(Steel W/ExtPolyurethaneLaminate): N TCPM(FRP Tank Or Piping(Noncorrodible)): Y TCPM(Ext Nonmetallic Jacket): N TCPMeth(Unnecessary Per Corrosion Prot Spec): N Piping Corr Prot Meth(Dielectric Coat/Laminate/Tape/Wrap): N Piping Corr Prot Method(PCPM)(Cathodic Factory Install): N PCPM(Cathodic Prot-Field Install): N PCPMethod(FRP Tank Or Piping(Noncorrodible): Y PCPM(Nonmetallic FlexPiping(Noncorrodible)): N PCPMeth(Isolated Open Area/2nd Containment): N PCPM(Dual Protected): N PCPM(Unnec Per Corrosion Prot Specialist): N Tank Corr Prot Compliance Flag: Y Piping Corr Prot Compliance Flag: Y Tank Corrosion Prot Variance: N Piping Corrosion Prot Variance: N TC6745457.2s Page 56 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AMANS FOOD MART 2 (Continued) 0001262287 Temp Out Of Service Compliance: Y Technical Compliance Flag: Y Tank Tested Flag: N Installation Signature Date: 04/30/1990 Compartment Records: Tank ID: 1 Tank Capacity: 10000 UST Comprt ID: 69707 UST ID: 75247 Al Number: 28653 Compartment ID: A Substance Stored1: Not reported Substance Stored2: Not reported Substance Stored3: Not reported CompartmentReleaseDetectionMethod(Vapor): N CRDM(GW Monitoring): N CRDM(Monitoring Of Secondary Cont Barrier): N CRDM(Auto Tank Gauge TestlInv Control): Y CRD M(interstitial Monitoring SecWall/Jacket): N CRDM(Wkly Manual Gauging(Tanks<=1000 G): N CRDM(Mthly Tank Gauging(Emer Gen Tanks): N CRDM(Sir(Stat Inv Reconciliation)/Inv Control): N PipingReleaseDetectionMethod(PRDM)(Vapor): N PRD M(Groundwater Monitoring): N PRDM(Monitoring Sec Containment Barrier): N PRDM(InterstitialMonitoring w/in SecWall/Jacket): N PRDM(Mthly Piping Tightness Test)@.2Gph: N PRDM(AnnualPipingTightTest/ElecMon@.1Gph: Y PRDM(TriennialTightTest(Suction/GravityPiping): N PRDM AutoLineLeakDet(3.0 Gph PressPiping): Y PRDM(Sir(Statlnv Recon)/Inv Control)): N PRDM(Exempt System Suction: N Spill Overfill Prevention Equip(SOPE): Y SOPE(Spill Cont/Bucket/Sump): Y SOPE(DelShut-Off Valve)): N SOPE(FlowRestrictorValue: Y SOPE(Alarm(Set@<=90%)W/3a Or 3b: N SOPE(N/A Deliveries To Tank<=25G): N Compartment Release Det Compliance Flag: Y Piping Release Detection Compliance Flag): Y Spill/OverfillPreventionCompliance Flag: Y Compartment Release Detection Variance: N Piping Release Detection Variance: N Spill And Overfill Prevention Variance: N Stage I Vapor Recovery: EXEMPT BY TCEQ RULE Stage 1 Installation Date: Not reported Install Date: 01/01/1978 Tank Registration Date: 05/08/1986 Number of Compartments: 1 Tank Capacity: 10000 Tank Singlewall: Y Tank Doublewall: N Pipe Type: P UST ID: 75249 Facility ID: 65801 TC6745457.2s Page 57 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AMANS FOOD MART 2 (Continued) 0001262287 Ai Number: 28653 Tank Id: 3 Tank Status(Current): REMOVED FROM GROUND Tank Status Date: 06/11/2014 Empty: N Tank Regulatory Status: FULLY REGULATED Tank Int Prot(Internal Tank Lining Date): Not reported Piping Design(Single Wall): Y Piping Design(Double Wall): N Tank Ext Cont(Fac-Built Nonmetallic Jacket): N Tank Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Tank Ext Cont(Tank Vault/Rigid Trench Liner): N Piping Ext Cont(Fac-Built Nonmetallic Jacket): N Piping Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Piping Ext Cont(Tank Vault/Rigid Trench Liner): N Tank Material(Steel): N Tank Material(Frp(Fi berglass-Reinforced Plastic): Y Tank Mat(Composite(Steel W/Ext Frp Cladding)): N Tank Mat(Concrete): N Tank Mat(Jacketed(Steel W/Ext Nonmetallic Jck)): N Tank Mat(Coated(Steel W/ExtPolyurethane Cladding)): N Piping Material(Steel): N Piping Mat(Frp(Fiberglass Reinforced Plastic): Y Piping Mat(Concrete): N Piping Mat(Jacketed(Steel W/Ext Nonmetallic Jacket)): N Piping Mat(Nonmetallic Flex Piping): N PipingConnect/Valves(Shear/Impact Valves(Under Disp)): N Piping Connect/Valves(Steel Swing-Joints(End Of Piping)): N Piping Connect/Valves(Flex Connectors(Ends Of Piping)): N Tank Corr Prot Meth(TCPM)(Cathodic-Field Installation): Y TCPM(ExtDielectricCoat/Laminate/Tape/Wrap): N TCPM(Cathodic Prot-Faclnstallation): N TCPM(Composite Tank(Steel W/Frp Ext Laminate): N TCPMeth(Coated Tank(Steel W/ExtPolyurethaneLaminate): N TCPM(FRP Tank Or Piping(Noncorrodible)): Y TCPM(Ext Nonmetallic Jacket): N TCPMeth(Unnecessary Per Corrosion Prot Spec): N Piping Corr Prot Meth(Dielectric Coat/Laminate/Tape/Wrap): N Piping Corr Prot Method(PCPM)(Cathodic Factory Install): N PCPM(Cathodic Prot-Field Install): N PCPMethod(FRP Tank Or Piping(Noncorrodible): Y PCPM(Nonmetallic FlexPiping(Noncorrodible)): N PCPMeth(Isolated Open Area/2nd Containment): N PCPM(Dual Protected): N PCPM(Unnec Per Corrosion Prot Specialist): N Tank Corr Prot Compliance Flag: Y Piping Corr Prot Compliance Flag: Y Tank Corrosion Prot Variance: N Piping Corrosion Prot Variance: N Temp Out Of Service Compliance: Y Technical Compliance Flag: Y Tank Tested Flag: N Installation Signature Date: 04/30/1990 Compartment Records: Tank ID: 3 Tank Capacity: 10000 UST Comprt ID: 69709 TC6745457.2s Page 58 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AMANS FOOD MART 2 (Continued) 0001262287 UST ID: 75249 Al Number: 28653 Compartment ID: A Substance Stored1: Not reported Substance Stored2: Not reported Substance Stored3: Not reported CompartmentReleaseDetectionMethod(Vapor): N CRDM(GW Monitoring): N CRDM(Monitoring Of Secondary Cont Barrier): N CRDM(Auto Tank Gauge Test/Inv Control): Y CRD M(interstitial Monitoring SecWall/Jacket): N CRDM(Wkly Manual Gauging(Tanks-1000 G): N CRDM(Mthly Tank Gauging(Emer Gen Tanks): N CRDM(Sir(Stat Inv Reconciliation)/Inv Control): N PipingReleaseDetectionMethod(PRDM)(Vapor): N PRD M(Groundwater Monitoring): N PRDM(Monitoring Sec Containment Barrier): N PRDM(InterstitialMonitoring w/in SecWall/Jacket): N PRDM(Mthly Piping Tightness Test)@.2Gph: N PRDM(AnnualPipingTightTest/ElecMon@.1Gph: Y PRDM(TriennialTightTest(Suction/GravityPiping): N PRDM AutoLineLeakDet(3.0 Gph PressPiping): Y PRDM(Sir(Statlnv Recon)/Inv Control)): N PRDM(Exempt System Suction: N Spill Overfill Prevention Equip(SOPE): Y SOPE(Spill Cont/Bucket/Sump): Y SOPE(DelShut-Off Valve)): N SOPE(FlowRestrictorValue: Y SOPE(Alarm(Set@-90%)W/3a Or 3b: N SOPE(N/A Deliveries To Tank-25G): N Compartment Release Det Compliance Flag: Y Piping Release Detection Compliance Flag): Y Spill/OverfillPreventionCompliance Flag: Y Compartment Release Detection Variance: N Piping Release Detection Variance: N Spill And Overfill Prevention Variance: N Stage I Vapor Recovery: EXEMPT BY TCEQ RULE Stage 1 Installation Date: Not reported Install Date: 01/01/1978 Tank Registration Date: 05/08/1986 Number of Compartments: 1 Tank Capacity: 10000 Tank Singlewall: Y Tank Doublewall: N Pipe Type: P UST ID: 75248 Facility ID: 65801 Ai Number: 28653 Tank Id: 2 Tank Status(Current): REMOVED FROM GROUND Tank Status Date: 06/11/2014 Empty: N Tank Regulatory Status: FULLY REGULATED Tank Int Prot(Internal Tank Lining Date): Not reported Piping Design(Single Wall): Y TC6745457.2s Page 59 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AMANS FOOD MART 2 (Continued) 0001262287 Piping Design(Double Wall): N Tank Ext Cont(Fac-Built Nonmetallic Jacket): N Tank Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Tank Ext Cont(Tank Vault/Rigid Trench Liner): N Piping Ext Cont(Fac-Built Nonmetallic Jacket): N Piping Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Piping Ext Cont(Tank Vault/Rigid Trench Liner): N Tank Material(Steel): N Tank Material(Frp(Fi berglass-Reinforced Plastic): Y Tank Mat(Composite(Steel W/Ext Frp Cladding)): N Tank Mat(Concrete): N Tank Mat(Jacketed(Steel W/Ext Nonmetallic Jck)): N Tank Mat(Coated(Steel W/ExtPolyurethane Cladding)): N Piping Material(Steel): N Piping Mat(Frp(Fiberglass Reinforced Plastic): Y Piping Mat(Concrete): N Piping Mat(Jacketed(Steel W/Ext Nonmetallic Jacket)): N Piping Mat(Nonmetallic Flex Piping): N PipingConnect/Valves(Shear/Impact Valves(Under Disp)): N Piping Connect/Valves(Steel Swing-Joints(End Of Piping)): N Piping Connect/Valves(Flex Connectors(Ends Of Piping)): N Tank Corr Prot Meth(TCPM)(Cathodic-Field Installation): Y TCPM(EADielectricCoat/Laminate/Ta pe/Wrap): N TCPM(Cathodic Prot-Faclnstallation): N TCPM(Composite Tank(Steel W/Frp Ext Laminate): N TCPMeth(Coated Tank(Steel W/ExtPolyurethaneLaminate): N TCPM(FRP Tank Or Piping(Noncorrodible)): Y TCPM(Ext Nonmetallic Jacket): N TCPMeth(Unnecessary Per Corrosion Prot Spec): N Piping Corr Prot Meth(Dielectric Coat/Laminate/Tape/Wrap): N Piping Corr Prot Method(PCPM)(Cathodic Factory Install): N PCPM(Cathodic Prot-Field Install): N PCPMethod(FRP Tank Or Piping(Noncorrodible): Y PCPM(Nonmetallic FlexPiping(Noncorrodible)): N PCPMeth(Isolated Open Area/2nd Containment): N PCPM(Dual Protected): N PCPM(Unnec Per Corrosion Prot Specialist): N Tank Corr Prot Compliance Flag: Y Piping Corr Prot Compliance Flag: Y Tank Corrosion Prot Variance: N Piping Corrosion Prot Variance: N Temp Out Of Service Compliance: Y Technical Compliance Flag: Y Tank Tested Flag: N Installation Signature Date: 04/30/1990 Compartment Records: Tank ID: 2 Tank Capacity: 10000 UST Comprt ID: 69708 UST ID: 75248 Al Number: 28653 Compartment ID: A Substance Storedl: Not reported Substance Stored2: Not reported Substance Stored3: Not reported CompartmentReleaseDetectionMethod(Vapor): N CRDM(GW Monitoring): N TC6745457.2s Page 60 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AMANS FOOD MART 2 (Continued) 0001262287 CRDM(Monitoring Of Secondary Cont Barrier): N CRDM(Auto Tank Gauge Test/Inv Control): Y CRD M(interstitial Monitoring SecWall/Jacket): N CRDM(Wkly Manual Gauging(Tanks<=1000 G): N CRDM(Mthly Tank Gauging(Emer Gen Tanks): N CRDM(Sir(Stat Inv Reconciliation)/Inv Control): N PipingReleaseDetectionMethod(PRDM)(Vapor): N PRD M(Groundwater Monitoring): N PRDM(Monitoring Sec Containment Barrier): N PRDM(InterstitialMonitoring w/in SecWall/Jacket): N PRDM(Mthly Piping Tightness Test)@.2Gph: N PRDM(AnnualPipingTightTest/ElecMon@.1Gph: Y PRDM(TriennialTightTest(Suction/GravityPiping): N PRDM AutoLineLeakDet(3.0 Gph PressPiping): Y PRDM(Sir(Statlnv Recon)/Inv Control)): N PRDM(Exempt System Suction: N Spill Overfill Prevention Equip(SOPE): Y SOPE(Spill Cont/Bucket/Sump): Y SOPE(DelShut-Off Valve)): N SOPE(FlowRestrictorValue: Y SOPE(Alarm(Set@<=90%)W/3a Or 3b: N SOPE(N/A Deliveries To Tank<=25G): N Compartment Release Det Compliance Flag: Y Piping Release Detection Compliance Flag): Y Spill/OverfillPreventionCompliance Flag: Y Compartment Release Detection Variance: N Piping Release Detection Variance: N Spill And Overfill Prevention Variance: N Stage I Vapor Recovery: EXEMPT BY TCEQ RULE Stage 1 Installation Date: Not reported Construction Notification: NOC ID: 25633 Facility ID: 65801 Al Number: 28653 Application Received Date: 04/17/2014 Scheduled Construction Date: 05/20/2014 UST Improvement: N UST Installation: N UST Removal: Y UST Repair: N UST Return To Service: N UST Replacement: N UST Abandonment: N UST Stage I: N AST Installation: N AST Stage I: N Historical Tracking Number: Not reported Waiver Flag: Not reported Late Filing Flag: N Form Received Date: 05/27/2014 Signature Date On Form: 05/26/2014 Signature Name On Form: KHALID KHAN Signature Company On Form: Not reported Signature Title On Form: Not reported Signature Role: Not reported TC6745457.2s Page 61 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AMANS FOOD MART 2 (Continued) 0001262287 Owner Name At Time Of Construction: E Z STOP INC Owner CN At Time Of Construction: CN602591844 Owner AR At Time Of Construction: 62388 General Desc Of Prop Construct: REMOVAL OF THREE USTS WHICH ARE NOT CURRENTLY IN USE. REC'D AMENDED NOC 5-27-14 SHOWING NEW REMOVAL DATE OF 6-10-14. NOC ID: 7589 Facility ID: 65801 Al Number: 28653 Application Received Date: 09/24/2002 Scheduled Construction Date: 09/25/2002 UST Improvement: N UST Installation: N UST Removal: N UST Repair: N UST Return To Service: N UST Replacement: Y UST Abandonment: N UST Stage I: N AST Installation: N AST Stage I: N Historical Tracking Number: M20924007 Waiver Flag: N Late Filing Flag: Y Form Received Date: 05/27/2014 Signature Date On Form: 05/26/2014 Signature Name On Form: KHALID KHAN Signature Company On Form: Not reported Signature Title On Form: Not reported Signature Role: Not reported Owner Name At Time Of Construction: Not reported Owner CN At Time Of Construction: Not reported Owner AR At Time Of Construction: 49333 General Desc Of Prop Construct: Not reported NOC ID: 7588 Facility ID: 65801 Al Number: 28653 Application Received Date: 02/11/2005 Scheduled Construction Date: 02/09/2005 UST Improvement: Y UST Installation: N UST Removal: N UST Repair: N UST Return To Service: N UST Replacement: N UST Abandonment: N UST Stage I: N AST Installation: N AST Stage I: N Historical Tracking Number: M50211005 Waiver Flag: N Late Filing Flag: Y Form Received Date: 05/27/2014 Signature Date On Form: 05/26/2014 Signature Name On Form: KHALID KHAN Signature Company On Form: Not reported TC6745457.2s Page 62 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AMANS FOOD MART 2 (Continued) 0001262287 Signature Title On Form: Not reported Signature Role: Not reported Owner Name At Time Of Construction: Not reported Owner CN At Time Of Construction: Not reported Owner AR At Time Of Construction: 62388 General Desc Of Prop Construct: Not reported Contractor,Consultant and Installer: Cont/Cons/Installer ID: 60019 UST ID: Not reported NOC ID: 25633 Al Number: 28653 Type Of Contact: CONSULTANT Contractor CRP Number Or Installer ILP Number: Not reported Company Name: GEO ENVIRONMENTAL CONSULTANTS INC Representative Name: KHALID KHAN Mailing Address(Delivery): 40 LYERLY ST Mailing Address(Internal Delivery): Not reported Mailing City: HOUSTON Mailing State: TX Mailing Zip: 77022 Mailing Foreign Postal Code: Not reported Mailing County Code: Not reported Phone Number Country Code: 1 Phone Number Area Code: 713 Phone Number: 6954708 Phone Number Extension: Not reported Fax Number Country Code: 1 Fax Number Area Code: 713 Fax Number: 6955736 Email Address: Not reported Cont/Cons/Installer ID: 8061 UST ID: Not reported NOC ID: 7589 Al Number: 28653 Type Of Contact: CONTRACTOR Contractor CRP Number Or Installer ILP Number: CRP000821 Company Name: Not reported Representative Name: Not reported Mailing Address(Delivery): Not reported Mailing Address(Internal Delivery): Not reported Mailing City: Not reported Mailing State: Not reported Mailing Zip: Not reported Mailing Foreign Postal Code: Not reported Mailing County Code: Not reported Phone Number Country Code: 1 Phone Number Area Code: Not reported Phone Number: Not reported Phone Number Extension: Not reported Fax Number Country Code: Not reported Fax Number Area Code: Not reported Fax Number: Not reported Email Address: Not reported Cont/Cons/Installer ID: 60018 TC6745457.2s Page 63 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AMANS FOOD MART 2 (Continued) 0001262287 UST ID: Not reported NOC ID: 25633 Al Number: 28653 Type Of Contact: CONTRACTOR Contractor CRP Number Or Installer ILP Number: CRP001276 Company Name: GEO ENVIRONMENTAL CONSULTANTS INC Representative Name: KHALID KHAN Mailing Address(Delivery): 40 LYERLY ST Mailing Address(Internal Delivery): Not reported Mailing City: HOUSTON Mailing State: TX Mailing Zip: 77022 Mailing Foreign Postal Code: Not reported Mailing County Code: Not reported Phone Number Country Code: 1 Phone Number Area Code: 713 Phone Number: 6954710 Phone Number Extension: 0 Fax Number Country Code: Not reported Fax Number Area Code: Not reported Fax Number: Not reported Email Address: Not reported Facility Billing Contacts: Contact Organization Name: E Z STOP INC Contact Mailing Address(Delivery): 5014 CROSSTOWN EXPY Contact Mailing Address(Internal Delivery): Not reported Contact Mailing City/State/Zip: CORPUS CHRISTI,TX 78415 1433 Phone Number/Ext: / Contact Fax Number/Ext: / Contact Email Address: Not reported Contact Address Deliverable: Y Facility ID: 65801 Additional ID: 223469112002087 PrincID: 502417702004082 Al Number: 28653 Facility Name: AMANS FOOD MART 2 AR Number: 62388 AR UST Number Suffix: Not reported AR AST Number Suffix: U Contact Name/Title: AMAN ULLAH/ ENFORCEMENT: Name: AMANS FOOD MART 2 Address: 3245 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78404 Unique TCEQ Ref#Of Customer: CN603688367 Unique TCEQ Ref#Of Reg.Entity: RN101799344 Contact Person For The Reg. Entity: Not reported Owner/operator Of A Regulated Entity: 30 TAC Chapter 37,SubChapter I Regulated Entity Associated With An NOV:E Z STOP LLC Org Title Of The Contact Person: Not reported Investigation Num: 830326 Status Code: WITHDRAWN Status Date: 09/10/2010 TC6745457.2s Page 64 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AMANS FOOD MART 2 (Continued) 0001262287 Violation Tracking Num: 842,538,012,010,196.00 Physical Location: 3245 S ALAMEDA ST,CORPUS CHRISTI TX 78404 Nearest City: CORPUS CHRISTI State Location: TX Zip Location: 78404 Violation Date: 2010-10-27 00:00:00 Violation Category: Category A violations require automatic initiation of formal enforcement action when discovered.The Areas of Concern criteria do not apply to Category A violations. Nov Id: Not reported Role Code: Not reported Date Notice Of Violation Issued: Not reported Description 1: Failed to demonstrate acceptable financial assurance for taking corrective action and for compensating third parties for bodily injury and property damage caused by accidental releases arising from the operation of petroleum USTs. Description 2: Not reported Category Of The NOV: Not reported Method Of Notice Issuance: Not reported TCEQ Prog Area Monitoring Violation: WASTE TCEQ Rule#Cited For The Violation: Not reported Status Of The NOV: DAPPROVED Investigation: Not reported Investigation ID: 403446672010189 Regulated Entity ID: 233469102002087 Date of Notice Enforcement: 09/09/2010 Rejected: NO Type Code: ADMINORDER Date Resolved: 03/19/2011 Assessed Amount: 3500 Deferred Amount: 700 Payable Amount: 2800 Supplemental Env Project Offset Amount: Not reported TX Financial Assurance 2: Name: AMANS FOOD MART 2 Address: 3245 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78404 Region: 2 Facility ID: 65801 Finass ID: 6109 Al: 28653 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: Not reported Meets Financial Assurance Req Flag: Not reported Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 09/25/2007 Date Financial Assurance Form Rec: 11/04/2014 Issuer Name: MID-CONTINENT INS CO Issuer Phone: 1 800 7224994 Policy Number: 04TO67110 Coverage Amount: 1000000 Coverage Expiration Date: 09/27/2008 Ins Premium Pre-Paid For Entire Yr: No TC6745457.2s Page 65 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AMANS FOOD MART 2 (Continued) 0001262287 Proof of Financial Assurance: No Name: AMANS FOOD MART 2 Address: 3245 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78404 Region: 2 Facility ID: 65801 Finass ID: 48066 Al: 28653 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: Not reported Meets Financial Assurance Req Flag: Not reported Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 01/01/1901 Date Financial Assurance Form Rec: 11/04/2014 Issuer Name: Not reported Issuer Phone: Not reported Policy Number: Unknown Coverage Amount: 0 Coverage Expiration Date: 01/01/1901 Ins Premium Pre-Paid For Entire Yr: No Proof of Financial Assurance: No C8 1 89 CLEANERS EDR Hist Cleaner 1019916404 3237 S ALAMEDA ST N/A <1/8 CORPUS CHRISTI,TX 78404 1 ft. Site 4 of 4 in cluster C Relative: EDR Hist Cleaner Higher Actual: Year: Name: Type: 30 ft. 2001 1 89 CLEANERS Drycleaning Plants, Except Rugs, NEC 2002 1 89 CLEANERS Drycleaning Plants, Except Rugs, NEC 2003 1 89 CLEANERS Drycleaning Plants, Except Rugs, NEC 2004 1 89 CLEANERS Drycleaning Plants, Except Rugs, NEC 2005 1 89 CLEANERS Drycleaning Plants, Except Rugs, NEC 2006 1 89 CLEANERS Drycleaning Plants, Except Rugs, NEC 2007 1 89 CLEANERS Drycleaning Plants, Except Rugs, NEC 2008 1 89 CLEANERS Drycleaning Plants, Except Rugs, NEC 9 MCMINN&COMPANY EDR Hist Auto 1020424122 South 3230 RIED DR STE 1 N/A <1/8 CORPUS CHRSTI,TX 78404 0.070 mi. 370 ft. Relative: EDR Hist Auto Higher Actual: Year: Name: Type: 30 ft. 1982 MCMINN&COMPANY Gasoline Service Stations 1983 MCMINN&COMPANY Gasoline Service Stations 1985 MCMINN&COMPANY Gasoline Service Stations TC6745457.2s Page 66 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number D10 CORPUS CHRISTI MEDICAL CENTER DOCTORS REGIONAL RCRA-LQG 1015751417 SSE 3315 S ALAMEDA ST TXR000081259 <118 CORPUS CHRISTI,TX 78411 0.073 mi. 387 ft. Site 1 of 3 in cluster D Relative: RCRA-LQG: Lower Date Form Received by Agency: 20180301 Actual: Handler Name: CORPUS CHRISTI MEDICAL CENTER DOCTORS REGIONAL 29 ft. Handler Address: 3315 S ALAMEDA ST Handler City,State,Zip: CORPUS CHRISTI,TX 78411 EPA ID: TXR000081259 Contact Name: LARRY LEAR Contact Address: S ALAMEDA ST Contact City,State,Zip: CORPUS CHRISTI,TX 78411-1820 Contact Telephone: 361-761-3207 Contact Fax: Not reported Contact Email: LARRY.LEAR@HCAHEALTHCARE.COM Contact Title: ENVIRONMENTAL MANAGER EPA Region: 06 Land Type: Private Federal Waste Generator Description: Large Quantity Generator Non-Notifier: Not reported Biennial Report Cycle: 2017 Accessibility: Not reported Active Site Indicator: Handler Activities State District Owner: Not reported State District: Not reported Mailing Address: S ALAMEDA ST Mailing City,State,Zip: CORPUS CHRISTI,TX 78411-1820 Owner Name: BAY AREA HEALTHCARE GROUP LTD Owner Type: Private Operator Name: BAY AREA HEALTHCARE GROUP LTD Operator Type: Private Short-Term Generator Activity: No Importer Activity: No Mixed Waste Generator: No Transporter Activity: No Transfer Facility Activity: No Recycler Activity with Storage: No Small Quantity On-Site Burner Exemption: No Smelting Melting and Refining Furnace Exemption: No Underground Injection Control: No Off-Site Waste Receipt: No Universal Waste Indicator: No Universal Waste Destination Facility: No Federal Universal Waste: No Active Site Fed-Reg Treatment Storage and Disposal Facility: Not reported Active Site Converter Treatment storage and Disposal Facility: Not reported Active Site State-Reg Treatment Storage and Disposal Facility: Not reported Active Site State-Reg Handler: --- Federal Facility Indicator: Not reported Hazardous Secondary Material Indicator: NN Sub-Part K Indicator: Not reported Commercial TSD Indicator: No Treatment Storage and Disposal Type: Not reported 2018 GPRA Permit Baseline: Not on the Baseline 2018 GPRA Renewals Baseline: Not on the Baseline Permit Renewals Workload Universe: Not reported TC6745457.2s Page 67 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number CORPUS CHRISTI MEDICAL CENTER DOCTORS REGIONAL (Continued) 1015751417 Permit Workload Universe: Not reported Permit Progress Universe: Not reported Post-Closure Workload Universe: Not reported Closure Workload Universe: Not reported 202 GPRA Corrective Action Baseline: No Corrective Action Workload Universe: No Subject to Corrective Action Universe: No Non-TSDFs Where RCRA CA has Been Imposed Universe: No TSDFs Potentially Subject to CA Under 3004(u)/(v)Universe: No TSDFs Only Subject to CA under Discretionary Auth Universe: No Corrective Action Priority Ranking: No NCAPS ranking Environmental Control Indicator: No Institutional Control Indicator: No Human Exposure Controls Indicator: N/A Groundwater Controls Indicator: N/A Operating TSDF Universe: Not reported Full Enforcement Universe: Not reported Significant Non-Complier Universe: No Unaddressed Significant Non-Complier Universe: No Addressed Significant Non-Complier Universe: No Significant Non-Complier With a Compliance Schedule Universe: No Financial Assurance Required: Not reported Handler Date of Last Change: 20181011 Recognized Trader-Importer: No Recognized Trader-Exporter: No Importer of Spent Lead Acid Batteries: No Exporter of Spent Lead Acid Batteries: No Recycler Activity Without Storage: No Manifest Broker: No Sub-Part P Indicator: No Biennial: List of Years Year: 2017 Click Here for Biennial Reporting System Data: Year: 2015 Click Here for Biennial Reporting System Data: Year: 2013 Click Here for Biennial Reporting System Data: Hazardous Waste Summary: Waste Code: D001 Waste Description: IGNITABLE WASTE Waste Code: D007 Waste Description: CHROMIUM Waste Code: D008 Waste Description: LEAD Waste Code: D009 Waste Description: MERCURY Waste Code: D010 TC6745457.2s Page 68 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number CORPUS CHRISTI MEDICAL CENTER DOCTORS REGIONAL (Continued) 1015751417 Waste Description: SELENIUM Waste Code: D011 Waste Description: SILVER Waste Code: D013 Waste Description: LINDANE(1,2,3,4,5,6-HEXA-CHLOROCYCLOHEXANE,GAMMA ISOMER) Waste Code: D022 Waste Description: CHLOROFORM Waste Code: D024 Waste Description: M-CRESOL Waste Code: P001 Waste Description: 2H-1-BENZOPYRAN-2-ONE,4-HYDROXY-3-(3-OXO-1-PHENYLBUTYL},&SALTS, WHEN PRESENT AT CONCENTRATIONS GREATER THAN 0.3%(OR)WARFARIN,& SALTS,WHEN PRESENT AT CONCENTRATIONS GREATER THAN 0.3% Waste Code: P075 Waste Description: NICOTINE,&SALTS(OR)PYRIDINE,3-(1-METHYL-2-PYRROLIDINYL)-,(S)-,& SALTS Waste Code: P188 Waste Description: BENZOIC ACID,2-HYDROXY-,COMPD.WITH (3AS-CIS)-1,2,3,3A,8,8A-HEXAHYDRO-1,3A,8-TRIM ETHYLPYRROLO[2,3-B]INDOL- 5-YL METHYLCARBAMATE ESTER(1:1)(OR)PHYSOSTIGMINE SALICYLATE Waste Code: U010 Waste Description: AZIRINO[2',3':3,4]PYRROLO[1,2-A]INDOLE-4,7-DIONE, 6-AMI NO-8-[[(AM I NOCARBONYL)OXY]M ETHYL]-1,1 A,2,8,8A,8B-HEXAHYDRO-8A-MET HOXY-S-METHYL-, [1AS-(1AALPHA,8BETA,8AALPHA,8BALPHA)]-(OR) MITOMYCIN C Waste Code: U058 Waste Description: 2H-1,3,2-OXAZAPHOSPHORIN-2-AMINE, N,N-BIS(2-CHLOROETHYL)TETRAHYDRO-, 2-OXIDE(OR)CYCLOPHOSPHAMIDE Waste Code: U129 Waste Description: CYCLOHEXANE, 1,2,3,4,5,6-HEXACHLORO-, (1ALPHA,2ALPHA,3BETA,4ALPHA, 5ALPHA,6BETAY(OR)LINDANE Waste Code: U132 Waste Description: HEXACHLOROPHENE(OR)PHENOL,2,2'-METHYLENEBIS[3,4,6-TRICHLORO- Waste Code: U188 Waste Description: PHENOL Waste Code: U204 Waste Description: SELENIOUS ACID(OR)SELENIUM DIOXIDE Waste Code: U205 Waste Description: SELENIUM SULFIDE(OR)SELENIUM SULFIDE SES2(R,T) Handler-Owner Operator: Owner/Operator Indicator: Operator Owner/Operator Name: BAY AREA HEALTHCARE GROUP LTD TC6745457.2s Page 69 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number CORPUS CHRISTI MEDICAL CENTER DOCTORS REGIONAL (Continued) 1015751417 Legal Status: Private Date Became Current: 20120829 Date Ended Current: Not reported Owner/Operator Address: 3315 S ALAMEDA ST Owner/Operator City,State,Zip: CORPUS CHRISTI,TX 78411 Owner/Operator Telephone: 361-761-1400 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: Not reported Owner/Operator Indicator: Operator Owner/Operator Name: BAY AREA HEALTHCARE GROUP LTD Legal Status: Private Date Became Current: 20121005 Date Ended Current: Not reported Owner/Operator Address: 3315 S ALAMEDA ST Owner/Operator City,State,Zip: CORPUS CHRISTI,TX 78411 Owner/Operator Telephone: 361-761-1400 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: Not reported Owner/Operator Indicator: Owner Owner/Operator Name: BAY AREA HEALTHCARE GROUP LTD Legal Status: Private Date Became Current: 20120907 Date Ended Current: Not reported Owner/Operator Address: 3315 S ALAMEDA ST Owner/Operator City,State,Zip: CORPUS CHRISTI,TX 78411 Owner/Operator Telephone: 361-761-1400 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: Not reported Owner/Operator Indicator: Owner Owner/Operator Name: BAY AREA HEALTHCARE GROUP LTD Legal Status: Private Date Became Current: 20120829 Date Ended Current: Not reported Owner/Operator Address: 3315 S ALAMEDA ST Owner/Operator City,State,Zip: CORPUS CHRISTI,TX 78411-1820 Owner/Operator Telephone: 361-761-1400 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: Not reported Owner/Operator Indicator: Owner Owner/Operator Name: BAY AREA HEALTHCARE GROUP LTD Legal Status: Private Date Became Current: 20120829 Date Ended Current: Not reported Owner/Operator Address: 3315 S ALAMEDA ST Owner/Operator City,State,Zip: CORPUS CHRISTI,TX 78411-1820 Owner/Operator Telephone: 361-761-1400 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: Not reported TC6745457.2s Page 70 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number CORPUS CHRISTI MEDICAL CENTER DOCTORS REGIONAL (Continued) 1015751417 Owner/Operator Indicator: Owner Owner/Operator Name: BAY AREA HEALTHCARE GROUP LTD Legal Status: Private Date Became Current: 20120829 Date Ended Current: Not reported Owner/Operator Address: 3315 S ALAMEDA ST Owner/Operator City,State,Zip: CORPUS CHRISTI,TX 78411 Owner/Operator Telephone: 361-761-1400 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: Not reported Owner/Operator Indicator: Owner Owner/Operator Name: BAY AREA HEALTHCARE GROUP LTD Legal Status: Private Date Became Current: 20121005 Date Ended Current: Not reported Owner/Operator Address: 3315 S ALAMEDA ST Owner/Operator City,State,Zip: CORPUS CHRISTI,TX 78411 Owner/Operator Telephone: 361-761-1400 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: Not reported Owner/Operator Indicator: Operator Owner/Operator Name: BAY AREA HEALTHCARE GROUP LTD Legal Status: Private Date Became Current: 20120829 Date Ended Current: Not reported Owner/Operator Address: 3315 S ALAMEDA ST Owner/Operator City,State,Zip: CORPUS CHRISTI,TX 78411-1820 Owner/Operator Telephone: 361-761-1400 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: Not reported Owner/Operator Indicator: Operator Owner/Operator Name: BAY AREA HEALTHCARE GROUP LTD Legal Status: Private Date Became Current: 20120829 Date Ended Current: Not reported Owner/Operator Address: 3315 S ALAMEDA ST Owner/Operator City,State,Zip: CORPUS CHRISTI,TX 78411-1820 Owner/Operator Telephone: 361-761-1400 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: Not reported Owner/Operator Indicator: Operator Owner/Operator Name: BAY AREA HEALTHCARE GROUP LTD Legal Status: Private Date Became Current: 20120829 Date Ended Current: Not reported Owner/Operator Address: 3315 S ALAMEDA ST Owner/Operator City,State,Zip: CORPUS CHRISTI,TX 78411-1820 Owner/Operator Telephone: 361-761-1400 Owner/Operator Telephone Ext: Not reported TC6745457.2s Page 71 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number CORPUS CHRISTI MEDICAL CENTER DOCTORS REGIONAL (Continued) 1015751417 Owner/Operator Fax: Not reported Owner/Operator Email: Not reported Owner/Operator Indicator: Operator Owner/Operator Name: BAY AREA HEALTHCARE GROUP LTD Legal Status: Private Date Became Current: 20120829 Date Ended Current: Not reported Owner/Operator Address: 3315 S ALAMEDA ST Owner/Operator City,State,Zip: CORPUS CHRISTI,TX 78411-1820 Owner/Operator Telephone: 361-761-1400 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: Not reported Owner/Operator Indicator: Owner Owner/Operator Name: BAY AREA HEALTHCARE GROUP LTD Legal Status: Private Date Became Current: 20120829 Date Ended Current: Not reported Owner/Operator Address: 3315 S ALAMEDA ST Owner/Operator City,State,Zip: CORPUS CHRISTI,TX 78411-1820 Owner/Operator Telephone: 361-761-1400 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: Not reported Owner/Operator Indicator: Operator Owner/Operator Name: BAY AREA HEALTHCARE GROUP LTD Legal Status: Private Date Became Current: 20120907 Date Ended Current: Not reported Owner/Operator Address: 3315 S ALAMEDA ST Owner/Operator City,State,Zip: CORPUS CHRISTI,TX 78411 Owner/Operator Telephone: 361-761-1400 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: Not reported Owner/Operator Indicator: Owner Owner/Operator Name: BAY AREA HEALTHCARE GROUP LTD Legal Status: Private Date Became Current: 20120829 Date Ended Current: Not reported Owner/Operator Address: 3315 S ALAMEDA ST Owner/Operator City,State,Zip: CORPUS CHRISTI,TX 78411-1820 Owner/Operator Telephone: 361-761-1400 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: Not reported Historic Generators: Receive Date: 20140301 Handler Name: CORPUS CHRISTI MEDICAL CENTER DOCTORS REGIONAL Federal Waste Generator Description: Large Quantity Generator State District Owner: Not reported Large Quantity Handler of Universal Waste: No TC6745457.2s Page 72 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number CORPUS CHRISTI MEDICAL CENTER DOCTORS REGIONAL (Continued) 1015751417 Recognized Trader Importer: No Recognized Trader Exporter: No Spent Lead Acid Battery Importer: No Spent Lead Acid Battery Exporter: No Current Record: No Non Storage Recycler Activity: Not reported Electronic Manifest Broker: Not reported Receive Date: 20160301 Handler Name: CORPUS CHRISTI MEDICAL CENTER DOCTORS REGIONAL Federal Waste Generator Description: Large Quantity Generator State District Owner: Not reported Large Quantity Handler of Universal Waste: No Recognized Trader Importer: No Recognized Trader Exporter: No Spent Lead Acid Battery Importer: No Spent Lead Acid Battery Exporter: No Current Record: No Non Storage Recycler Activity: Not reported Electronic Manifest Broker: Not reported Receive Date: 20180301 Handler Name: CORPUS CHRISTI MEDICAL CENTER DOCTORS REGIONAL Federal Waste Generator Description: Large Quantity Generator State District Owner: Not reported Large Quantity Handler of Universal Waste: No Recognized Trader Importer: No Recognized Trader Exporter: No Spent Lead Acid Battery Importer: No Spent Lead Acid Battery Exporter: No Current Record: Yes Non Storage Recycler Activity: No Electronic Manifest Broker: No Receive Date: 20120907 Handler Name: BAY AREA HEALTHCARE GROUP LTD-CORPUS CHRISTI MED CENTER DOCTORS REG Federal Waste Generator Description: Large Quantity Generator State District Owner: TX Large Quantity Handler of Universal Waste: No Recognized Trader Importer: No Recognized Trader Exporter: No Spent Lead Acid Battery Importer: No Spent Lead Acid Battery Exporter: No Current Record: No Non Storage Recycler Activity: Not reported Electronic Manifest Broker: Not reported Receive Date: 20121005 Handler Name: BAY AREA HEALTHCARE GROUP LTD-CORPUS CHRISTI MED CTR DOCTORS REGIONAL Federal Waste Generator Description: Large Quantity Generator State District Owner: TX Large Quantity Handler of Universal Waste: No Recognized Trader Importer: No Recognized Trader Exporter: No Spent Lead Acid Battery Importer: No Spent Lead Acid Battery Exporter: No TC6745457.2s Page 73 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number CORPUS CHRISTI MEDICAL CENTER DOCTORS REGIONAL (Continued) 1015751417 Current Record: No Non Storage Recycler Activity: Not reported Electronic Manifest Broker: Not reported Receive Date: 20150303 Handler Name: CORPUS CHRISTI MEDICAL CENTER DOCTORS REGIONAL Federal Waste Generator Description: Large Quantity Generator State District Owner: Not reported Large Quantity Handler of Universal Waste: No Recognized Trader Importer: No Recognized Trader Exporter: No Spent Lead Acid Battery Importer: No Spent Lead Acid Battery Exporter: No Current Record: No Non Storage Recycler Activity: Not reported Electronic Manifest Broker: Not reported Receive Date: 20150826 Handler Name: CORPUS CHRISTI MEDICAL CENTER DOCTORS REGIONAL Federal Waste Generator Description: Large Quantity Generator State District Owner: Not reported Large Quantity Handler of Universal Waste: No Recognized Trader Importer: No Recognized Trader Exporter: No Spent Lead Acid Battery Importer: No Spent Lead Acid Battery Exporter: No Current Record: No Non Storage Recycler Activity: Not reported Electronic Manifest Broker: Not reported List of NAICS Codes and Descriptions: NAICS Code: 62211 NAICS Description: GENERAL MEDICAL AND SURGICAL HOSPITALS NAICS Code: 622110 NAICS Description: GENERAL MEDICAL AND SURGICAL HOSPITALS Facility Has Received Notices of Violation: Found Violation: Yes Agency Which Determined Violation: State Violation Short Description: LDR-General Date Violation was Determined: 20140403 Actual Return to Compliance Date: 20140415 Return to Compliance Qualifier: Documented Violation Responsible Agency: State Scheduled Compliance Date: Not reported Enforcement Identifier: 1 Date of Enforcement Action: 20140403 Enforcement Responsible Agency: State Enforcement Docket Number: Not reported Enforcement Attorney: Not reported Corrective Action Component: No Appeal Initiated Date: Not reported Appeal Resolution Date: Not reported Disposition Status Date: Not reported Disposition Status: Not reported TC6745457.2s Page 74 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number CORPUS CHRISTI MEDICAL CENTER DOCTORS REGIONAL (Continued) 1015751417 Disposition Status Description: Not reported Consent/Final Order Sequence Number:Not reported Consent/Final Order Respondent Name: Not reported Consent/Final Order Lead Agency: Not reported Enforcement Type: VERBAL INFORMAL Enforcement Responsible Person: Not reported Enforcement Responsible Sub-Organization: 14 SEP Sequence Number: Not reported SEP Expenditure Amount: Not reported SEP Scheduled Completion Date: Not reported SEP Actual Date: Not reported SEP Defaulted Date: Not reported SEP Type: Not reported SEP Type Description: Not reported Proposed Amount: Not reported Final Monetary Amount: Not reported Paid Amount: Not reported Final Count: Not reported Final Amount: Not reported Evaluation Action Summary: Evaluation Date: 20140403 Evaluation Responsible Agency: State Found Violation: Yes Evaluation Type Description: COMPLIANCE EVALUATION INSPECTION ON-SITE Evaluation Responsible Person Identifier: Not reported Evaluation Responsible Sub-Organization: 14 Actual Return to Compliance Date: 20140415 Scheduled Compliance Date: Not reported Date of Request: Not reported Date Response Received: Not reported Request Agency: Not reported Former Citation: Not reported D11 CORPUS CHRISTI MEDICAL CENTER DOCTORS REGIONAL Ind.Haz Waste S112202767 SSE 3315 S ALAMEDA ST NIA <1/8 CORPUS CHRISTI,TX 78411 0.073 mi. 387 ft. Site 2 of 3 in cluster D Relative: Ind. Haz Waste: Lower Name: CORPUS CHRISTI MEDICAL CENTER DOCTORS REGIONAL Actual: Address: 3315 S ALAMEDA ST 29 ft. City,State,Zip: CORPUS CHRISTI,TX 78411 Registration Number: 91543 Registration Initial Notification Date: 08/29/2012 Registration Last Amendment Date: 08/26/2015 EPA Identification: TXR000081259 Primary NAICS Code: 622110 Status Change Date: 20120907 Land Type: PRIVATE Description of Facility Site Location: Not reported Site Primary Standard Industrial Code: Not reported Site Primary SIC Description: Not reported Registration is Generator of Waste: Yes Registration is Receivers of Waste: No TC6745457.2s Page 75 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number CORPUS CHRISTI MEDICAL CENTER DOCTORS REGIONAL (Continued) S112202767 Registration is Transporter of Waste: No Registration is Transfer Facility: No Facility is STEERS Reporter: No Reqired to Submit Annual Waste Summary: Yes Facility Involved In Recycling: No Revcr Has Monthly Reporting Requirement: 0 Mexican Facility: Not reported Type of Generator: NON INDUS, LQG TNRCC Region: Not reported Company Name: BAY AREA HEALTHCARE GROUP LTD Contact Name: LARRY LEAR Contact Telephone Number: 361-7613207 Mailing Address: 3315 S ALAMEDA ST Mailing Address2: Not reported Mailing City,St,Zip: CORPUS CHRISTI,TX 784111820 Mailing County: UNITED STATES Facility Country: UNITED STATES TNRCC Facility ID: 130511 Site Owner Tax ID: 0 Site Location Latitude: -00.000 Site Location Longitude: -000.000 Last Update to NOR Data: 20150826 Ind.waste permit Number: Not reported Mun waste permit Number: Not reported Non Notifier: No Business Records Not Found for this RegNo/Year: Owner: Owner Mailing Address: 3315 S ALAMEDA ST Owner Mailing Address2: Not reported Owner Mailing Address3: Not reported Owner City,St,Zip: CORPUS CHRISTI,TX 78411 1820 Owner Country: UNITED STA Owner Phone Number: 1-361-7611400 Owner Fax Number: Not reported Owner Email Address: Not reported Owner Business Type: Corporation Owner Tax Id: 17523874182 Owner Bankruptcy Code: Not reported Operator: Operator Last Name: BAY AREA HEALTHCARE GROUP LTD Operator First Name: Not reported Operator Name: BAY AREA HEALTHCARE GROUP LTD Operator Mailing Address: 3315 S ALAMEDA ST Operator Mailing Address 2: Not reported Operator Mailing City,St,Zip: CORPUS CHRISTI,TX 78411 1820 Operator Country: UNITED STA Operator Phone: 1-361-7611400 Operator Fax: Not reported Operator Email: Not reported Operator Business Type: Corporation Operator Tax Id: 17523874182 Operator Bankruptcy Code: Not reported Contact: Contact Name: Not reported Contact Title: Not reported TC6745457.2s Page 76 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number CORPUS CHRISTI MEDICAL CENTER DOCTORS REGIONAL (Continued) S112202767 Contact Role: OWNOPRCON Contact Address: 3315 S ALAMEDA ST Contact Address2: Not reported Conact City,St,Zip: CORPUS CHRISTI,TX 78411 1820 Contact Phone: 1-361-7611400 Contact Fax: Not reported Contact Email: Not reported Contact: Contact Name: LARRY LEAR Contact Title: HOUSEKEEPING DIRECTOR Contact Role: PRICONT Contact Address: 3315 S ALAMEDA ST Contact Address2: Not reported Conact City,St,Zip: CORPUS CHRISTI,TX 78411 1820 Contact Phone: 1-361-7613207 Contact Fax: 1-361-7613312 Contact Email: LARRY.LEAR@HCAHEALTHCARE.COM Unit: Unit No: 001 Deed Record Needed: Not reported Deed Recording Date: Not reported Unit Type Code: 14 Unit Type: Not reported Unit Status: ACTIVE Unit Regulatory Status: 03 UIC Permit Number: Not reported Capacity: Not reported Capacity Measurment: Not reported Off Site Hazardous Waste: No Off Site Class 1 Waste: Not reported Off Site Class 2 Waste: Not reported Off Site Class 3 Waste: Not reported Off Site Non Indstrl Sld Wst: Not reported System Type Code: Not reported System Type: Not reported System Type Code 1: 141 System Type 1: Not reported System Type Code 2: Not reported System Type 2: Not reported System Type Code 3: Not reported System Type 3: Not reported System Type Code 4: Not reported System Type 4: Not reported Permit Seq#: Not reported Unit Description on NOR: 25 X 23 GALLON. PHARMACEUTICAL CONTAINER STORAGE AREA. Dt Last Changed: 20120829 One Time Shipper Records Not Found for this RegNo/Year: Receiver Type: Not reported Transporter for hire: 0 Transport own waste: 0 Eq 01, if transport waste type=1: Not reported Eq 02, if transport waste type=2: Not reported Eq 03, if transport waste type=3: Not reported Eq 04, if transport waste type=H: Not reported Target TCEQ unique facid for discarded(merged)facility: Not reported TC6745457.2s Page 77 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number CORPUS CHRISTI MEDICAL CENTER DOCTORS REGIONAL (Continued) S112202767 Waste: Waste ID: 375265 Waste Description: Used,worn lead aprons Desc of Waste: Not reported Texas Waste Code: Not reported Texas Waste Code 2: 0004319H Waste Code Status: ACTIVE Waste Form: Not reported Waste Classification: H Waste is Radioactive: No Waste Treated Off Site: Not reported Standard Industrial Classification: Not reported Primary Source: Not reported Primary Measurenent Point: Not reported Primary Origin: Not reported Primary System Type: Not reported New Chemical Substance: 0 Audit Performed: No Company Waste ID: WASTE LEAD APRONS Primary NAICS Code: 622110 EPA Waste Form Code: W319 Reason Waste Form No Longer Gen.: Not reported EPA Haz Waste: Not reported Waste: Waste ID: 370759 Waste Description: Mercury for reclaim Desc of Waste: Not reported Texas Waste Code: Not reported Texas Waste Code 2: 0003117H Waste Code Status: ACTIVE Waste Form: Not reported Waste Classification: H Waste is Radioactive: No Waste Treated Off Site: 1 Standard Industrial Classification: Not reported Primary Source: Not reported Primary Measurenent Point: Not reported Primary Origin: Not reported Primary System Type: Not reported New Chemical Substance: 0 Audit Performed: No Company Waste ID: WASTE FREE MERCURY Primary NAICS Code: 622110 EPA Waste Form Code: W117 Reason Waste Form No Longer Gen.: Not reported EPA Haz Waste: Not reported Waste: Waste ID: 342801 Waste Description: HAZARDOUS PHARMACEUTICALS GENERATED DURING HEALTHCARE ACTIVITIES Desc of Waste: Not reported Texas Waste Code: Not reported Texas Waste Code 2: 0001005H Waste Code Status: ACTIVE Waste Form: Not reported Waste Classification: H Waste is Radioactive: No TC6745457.2s Page 78 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number CORPUS CHRISTI MEDICAL CENTER DOCTORS REGIONAL (Continued) S112202767 Waste Treated Off Site: Not reported Standard Industrial Classification: Not reported Primary Source: Not reported Primary Measurenent Point: Not reported Primary Origin: Not reported Primary System Type: Not reported New Chemical Substance: 0 Audit Performed: No Company Waste ID: Not reported Primary NAICS Code: 622110 EPA Waste Form Code: W005 Reason Waste Form No Longer Gen.: Not reported EPA Haz Waste: Not reported Waste: Waste ID: 341774 Waste Description: AEROSOLS AND INHALERS GENERATED DURING HEALTHCARE ACTIVITIES Desc of Waste: Not reported Texas Waste Code: Not reported Texas Waste Code 2: 0002801H Waste Code Status: ACTIVE Waste Form: Not reported Waste Classification: H Waste is Radioactive: No Waste Treated Off Site: Not reported Standard Industrial Classification: Not reported Primary Source: Not reported Primary Measurenent Point: Not reported Primary Origin: Not reported Primary System Type: Not reported New Chemical Substance: 0 Audit Performed: No Company Waste ID: Not reported Primary NAICS Code: 622110 EPA Waste Form Code: W801 Reason Waste Form No Longer Gen.: Not reported EPA Haz Waste: Not reported D12 HCA DOCTORS REGIONAL HOSPITAL UST 0003188372 SSE 3315 S ALAMEDA ST ASBESTOS N/A <1/8 CORPUS CHRISTI,TX 78411 Financial Assurance 0.073 mi. 387 ft. Site 3 of 3 in cluster D Relative: UST: Lower Name: HCA DOCTORS REGIONAL HOSPITAL Actual: Address: 3315 S ALAMEDA ST 29 ft. City,State,Zip: CORPUS CHRISTI,TX 784111820 Al Number: 44615 Facility Type: EMERGENCY GENERATOR Facility Begin Date: 03/18/1987 Facility Status: ACTIVE Additional ID: 508506552002089 Facility Exempt Status: N Records Off-Site: No UST Financial Assurance Required: Yes Number Of Active UST: 1 Site Location Description: Not reported TC6745457.2s Page 79 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HCA DOCTORS REGIONAL HOSPITAL (Continued) 0003188372 Site Location(Nearest City Name): CORPUS CHRISTI Site Location(County Name): NUECES Site Location(Tceq Region): 14 Site Location(Location Zip): 78411 Contact Name/Title: TIM KING, Contact Organization Name: HCA DOCTORS REGIONAL HOSPITAL Contact Mailing Address1: Not reported Contact Mailing Address2: Not reported Contact Mailing City/State/Zip: Not reported Contact Telephone: 3618777687 Facility Contact Address Deliverable: Not reported Contact Fax Number: 3617611592 Contact Email Address: TIM.KING@HCAHEALTHCARE.COM Signature Date On Earliest Reg Form: 06/17/2019 Signature Name/Title On Earliest Reg Form: TIM KING,FAC MGR Application Received Date On Earliest Reg Form: 07/16/2019 Signature Role On Earliest Reg Form: LEGAL AUTH REP OWNER Signature Company On Earliest Reg Form: Not reported Enforcement Action: No Facility Not Inspectable: No Operator: PrincID: 517506552002089 Additional ID: 508506552002089 Ai Number: 44615 Operator CN: CN601038375 Operator Name: HCA DOCTORS REGIONAL MEDICAL CENTER Operator Effective Begin Date: 07/23/2013 Operator Type: OR Operator Role: OWNOPRCON Contact Name: TIM KING/ Contact Organization Name: HCA DOCTORS REGIONAL MEDICAL CENTER Contact Mailing Address(Delivery): 3315 S ALAMEDA ST Contact Mailing Address(Internal Delivery): Not reported Contact Mailing City/State/Zip: CORPUS CHRISTI TX 78411-1820 Contact Phone Country Code: 0 Contact Phone Area Code: 361 Contact Phone Number: 8777687 Contact Phone Extension: 0 Contact Fax Country Code: 0 Contact Fax Area Code: 361 Contact Fax Number: 7611592 Contact Fax Extension: 0 Contact Email Address: TIM.KING@HCAHEALTHCARE.COM Contact Address Deliverable: Not reported Owner: Owner CN: CN601038375 Owner Last Name: HCA DOCTORS REGIONAL MEDICAL CENTER Owner First Name: Not reported Owner Middle Name: Not reported Owner Type: OR Contact Mailing Address(Delivery): 3315 S ALAMEDA ST Contact Mailing Address(Internal Delivery): Not reported Contact Mailing City: CORPUS CHRISTI Contact Mailing State: TX Contact Mailing Zip: 78411 TC6745457.2s Page 80 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HCA DOCTORS REGIONAL HOSPITAL (Continued) 0003188372 Contact Mailing Zips: 1820 Contact Phone Number/Ext: 0 361 8777687/0 Contact Fax Country Code: 0 Contact Fax Number/Ext: 361 7611592/0 Contact Email Address: TIM.KING@HCAHEALTHCARE.COM Contact Address Deliverable: Not reported PrincID: 517506552002089 Additional ID: 508506552002089 Al Number: 44615 Owner Effective Begin Date: 07/23/2013 State Tax ID: Not reported Contact Role: OWNOPRCON Contact Name/Title: TIM KING/ Contact Organization Name: HCA DOCTORS REGIONAL MEDICAL CENTER Self Certification: Self Cert ID: 72736 Cert ID: 337637 Al Number: 44615 Self Certification Date: 05/12/2020 Signature Name/Title: MICHAEL ROBLING ASST DIR Signature Type Role: LEGAL AUTH REP OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 06/30/2021 Reporting Method: P Tank Corrosion Protection Compliance: Y Piping Corrosion Protection Compliance: Y Compartment Release Detection Compliance: Y Piping Release Detection Compliance: Y Spill Prevention/Overfill Compliance: Y Self Cert ID: 72736 Cert ID: 323099 Al Number: 44615 Self Certification Date: 06/17/2019 Signature Name/Title: TIM KING FAC MGR Signature Type Role: LEGAL AUTH REP OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 06/30/2020 Reporting Method: P Tank Corrosion Protection Compliance: Y Piping Corrosion Protection Compliance: Y Compartment Release Detection Compliance: Y Piping Release Detection Compliance: Y Spill Prevention/Overfill Compliance: Y Self Cert ID: 72736 Cert ID: 304736 Al Number: 44615 TC6745457.2s Page 81 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HCA DOCTORS REGIONAL HOSPITAL (Continued) 0003188372 Self Certification Date: 05/30/2018 Signature Name/Title: TIM KING FAC MGR Signature Type Role: LEGAL AUTH REP OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 06/30/2019 Reporting Method: P Tank Corrosion Protection Compliance: Y Piping Corrosion Protection Compliance: Y Compartment Release Detection Compliance: Y Piping Release Detection Compliance: Y Spill Prevention/Overfill Compliance: Y Self Cert ID: 72736 Cert ID: 286494 Al Number: 44615 Self Certification Date: 05/12/2017 Signature Name/Title: TIM KING FAC MGR Signature Type Role: LEGAL AUTH REP OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 06/30/2018 Reporting Method: P Tank Corrosion Protection Compliance: Y Piping Corrosion Protection Compliance: Y Compartment Release Detection Compliance: Y Piping Release Detection Compliance: Y Spill Prevention/Overfill Compliance: Y Self Cert ID: 72736 Cert ID: 271548 Al Number: 44615 Self Certification Date: 05/23/2016 Signature Name/Title: TIM KING FAC MAINT Signature Type Role: LEGAL AUTH REP OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 06/30/2017 Reporting Method: P Tank Corrosion Protection Compliance: Y Piping Corrosion Protection Compliance: Y Compartment Release Detection Compliance: Y Piping Release Detection Compliance: Y Spill Prevention/Overfill Compliance: Y Self Cert ID: 72736 Cert ID: 254232 Al Number: 44615 TC6745457.2s Page 82 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HCA DOCTORS REGIONAL HOSPITAL (Continued) 0003188372 Self Certification Date: 06/08/2015 Signature Name/Title: TIM KING FAC MAINT MGR Signature Type Role: LEGAL AUTH REP OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 06/30/2016 Reporting Method: P Tank Corrosion Protection Compliance: Y Piping Corrosion Protection Compliance: Y Compartment Release Detection Compliance: Y Piping Release Detection Compliance: Y Spill Prevention/Overfill Compliance: Y Self Cert ID: 72736 Cert ID: 238063 Al Number: 44615 Self Certification Date: 06/20/2014 Signature Name/Title: TIM KING FAC MA INT MGR Signature Type Role: LEGAL AUTH REP OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 06/30/2015 Reporting Method: P Tank Corrosion Protection Compliance: Y Piping Corrosion Protection Compliance: Y Compartment Release Detection Compliance: Y Piping Release Detection Compliance: Y Spill Prevention/Overfill Compliance: Y Self Cert ID: 72736 Cert ID: 227132 Al Number: 44615 Self Certification Date: 09/27/2013 Signature Name/Title: TIM KING FAC MA INT MGR Signature Type Role: LEGAL AUTH REP OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 06/30/2014 Reporting Method: P Tank Corrosion Protection Compliance: Y Piping Corrosion Protection Compliance: Y Compartment Release Detection Compliance: Y Piping Release Detection Compliance: Y Spill Prevention/Overfill Compliance: Y Self Cert ID: 72736 Cert ID: 94521 Al Number: 44615 TC6745457.2s Page 83 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HCA DOCTORS REGIONAL HOSPITAL (Continued) 0003188372 Self Certification Date: 06/28/2012 Signature Name/Title: RUBEN PONCE FAC MGR Signature Type Role: LEGAL AUTH REP OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 06/30/2013 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 72736 Cert ID: 94520 Al Number: 44615 Self Certification Date: 03/19/2012 Signature Name/Title: RUBEN PONCE FACILITY MANAGER Signature Type Role: LEGAL AUTH REP OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 06/30/2012 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 72736 Cert ID: 94519 Al Number: 44615 Self Certification Date: 05/24/2010 Signature Name/Title: RUBEN PONCE FACILITIES MGR Signature Type Role: OPERATOR Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 06/30/2011 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 72736 Cert ID: 94518 Al Number: 44615 TC6745457.2s Page 84 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HCA DOCTORS REGIONAL HOSPITAL (Continued) 0003188372 Self Certification Date: 02/06/2009 Signature Name/Title: RUBEN PONCE FAC MGR Signature Type Role: LEGAL AUTH REP OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 06/30/2009 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 72736 Cert ID: 94517 Al Number: 44615 Self Certification Date: 08/30/2007 Signature Name/Title: ROGER MARTINEZ LEAD ENGINEER Signature Type Role: LEGAL AUTH REP OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 06/30/2008 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 72736 Cert ID: 94516 Al Number: 44615 Self Certification Date: 04/26/2004 Signature Name/Title: ROGER MARTINEZ LEAD ENGR Signature Type Role: LEGAL AUTH REP OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 06/30/2005 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 72736 Cert ID: 94515 Al Number: 44615 TC6745457.2s Page 85 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HCA DOCTORS REGIONAL HOSPITAL (Continued) 0003188372 Self Certification Date: 04/29/2003 Signature Name/Title: ROGER MARTINEZ Signature Type Role: LEGAL AUTH REP OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 06/30/2004 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 72736 Cert ID: 94514 Al Number: 44615 Self Certification Date: 04/22/2002 Signature Name/Title: ONESIMO'ROGER"MARTINEZ CHIEF ENGINEER Signature Type Role: OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 06/30/2003 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 72736 Cert ID: 94513 Al Number: 44615 Self Certification Date: 05/04/2001 Signature Name/Title: ONESIMO'ROGER"MARTINEZ ENG DEPT LEAD ENGR Signature Type Role: OWNER Filing Status: INITIAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 06/30/2002 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Tank: Install Date: 01/01/1984 Tank Registration Date: 03/03/1987 TC6745457.2s Page 86 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HCA DOCTORS REGIONAL HOSPITAL (Continued) 0003188372 Number of Compartments: 1 Tank Capacity: 6000 Tank Singlewall: Y Tank Doublewall: N Pipe Type: S UST ID: 116910 Facility ID: 72736 Ai Number: 44615 Tank Id: 1 Tank Status(Current): REMOVED FROM GROUND Tank Status Date: 08/11/2009 Empty: N Tank Regulatory Status: EMERG POWER GENERATOR Tank Int Prot(Internal Tank Lining Date): Not reported Piping Design(Single Wall): Y Piping Design(Double Wall): N Tank Ext Cont(Fac-Built Nonmetallic Jacket): N Tank Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Tank Ext Cont(Tank Vault/Rigid Trench Liner): N Piping Ext Cont(Fac-Built Nonmetallic Jacket): N Piping Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Piping Ext Cont(Tank Vault/Rigid Trench Liner): N Tank Material(Steel): N Tank Material(Frp(Fi berglass-Reinforced Plastic): Y Tank Mat(Composite(Steel W/Ext Frp Cladding)): N Tank Mat(Concrete): N Tank Mat(Jacketed(Steel W/Ext Nonmetallic Jck)): N Tank Mat(Coated(Steel W/ExtPolyurethane Cladding)): N Piping Material(Steel): Y Piping Mat(Frp(Fiberglass Reinforced Plastic): N Piping Mat(Concrete): N Piping Mat(Jacketed(Steel W/Ext Nonmetallic Jacket)): N Piping Mat(Nonmetallic Flex Piping): N PipingConnect/Valves(Shear/Impact Valves(Under Disp)): N Piping Connect/Valves(Steel Swing-Joints(End Of Piping)): N Piping Connect/Valves(Flex Connectors(Ends Of Piping)): N Tank Corr Prot Meth(TCPM)(Cathodic-Field Installation): N TCPM(ExtDielectricCoat/Laminate/Tape/Wrap): N TCPM(Cathodic Prot-Faclnstallation): N TCPM(Composite Tank(Steel W/Frp Ext Laminate): N TCPMeth(Coated Tank(Steel W/ExtPolyurethaneLaminate): N TCPM(FRP Tank Or Piping(Noncorrodible)): Y TCPM(Ext Nonmetallic Jacket): N TCPMeth(Unnecessary Per Corrosion Prot Spec): N Piping Corr Prot Meth(Dielectric Coat/Laminate/Tape/Wrap): N Piping Corr Prot Method(PCPM)(Cathodic Factory Install): N PCPM(Cathodic Prot-Field Install): N PCPMethod(FRP Tank Or Piping(Noncorrodible): Y PCPM(Nonmetallic FlexPiping(Noncorrodible)): N PCPMeth(Isolated Open Area/2nd Containment): N PCPM(Dual Protected): N PCPM(Unnec Per Corrosion Prot Specialist): N Tank Corr Prot Compliance Flag: Y Piping Corr Prot Compliance Flag: Y Tank Corrosion Prot Variance: N Piping Corrosion Prot Variance: N Temp Out Of Service Compliance: N TC6745457.2s Page 87 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HCA DOCTORS REGIONAL HOSPITAL (Continued) 0003188372 Technical Compliance Flag: N Tank Tested Flag: Y Installation Signature Date: 11/19/1990 Compartment Records: Tank ID: 1 Tank Capacity: 6000 UST Comprt ID: 105679 UST ID: 116910 Al Number: 44615 Compartment ID: A Substance Storedl: DIESEL Substance Stored2: Not reported Substance Stored3: Not reported CompartmentReleaseDetectionMethod(Vapor): N CRDM(GW Monitoring): N CRDM(Monitoring Of Secondary Cont Barrier): N CRDM(Auto Tank Gauge Test/Inv Control): N CRD M(interstitial Monitoring SecWall/Jacket): N CRDM(Wkly Manual Gauging(Tanks-1000 G): N CRDM(Mthly Tank Gauging(Emer Gen Tanks): Y CRDM(Sir(Stat Inv Reconciliation)/Inv Control): N PipingReleaseDetectionMethod(PRDM)(Vapor): N PRD M(Groundwater Monitoring): N PRDM(Monitoring Sec Containment Barrier): N PRDM(InterstitialMonitoring w/in SecWall/Jacket): N PRDM(Mthly Piping Tightness Test)@.2Gph: N PRDM(AnnualPipingTightTest/ElecMon@.1Gph: N PRDM(TriennialTightTest(Suction/GravityPiping): Y PRDM AutoLineLeakDet(3.0 Gph PressPiping): N PRDM(Sir(Statlnv Recon)/Inv Control)): N PRDM(Exempt System Suction: N Spill Overfill Prevention Equip(SOPE): Y SOPE(Spill Cont/Bucket/Sump): Y SOPE(DelShut-Off Valve)): N SOPE(FlowRestrictorValue: Y SOPE(Alarm(Set@<=90%)W/3a Or 3b: N SOPE(N/A Deliveries To Tank-25G): N Compartment Release Det Compliance Flag: N Piping Release Detection Compliance Flag): Y Spill/OverfillPreventionCompliance Flag: Y Compartment Release Detection Variance: N Piping Release Detection Variance: N Spill And Overfill Prevention Variance: N Stage I Vapor Recovery: Not reported Stage 1 Installation Date: Not reported Install Date: 03/12/2010 Tank Registration Date: 05/26/2010 Number of Compartments: 1 Tank Capacity: 8000 Tank Singlewall: N Tank Doublewall: Y Pipe Type: S UST ID: 213538 Facility ID: 72736 Ai Number: 44615 TC6745457.2s Page 88 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HCA DOCTORS REGIONAL HOSPITAL (Continued) 0003188372 Tank Id: 2 Tank Status(Current): IN USE Tank Status Date: 03/12/2010 Empty: N Tank Regulatory Status: FULLY REGULATED Tank Int Prot(Internal Tank Lining Date): Not reported Piping Design(Single Wall): N Piping Design(Double Wall): Y Tank Ext Cont(Fac-Built Nonmetallic Jacket): N Tank Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Tank Ext Cont(Tank Vault/Rigid Trench Liner): N Piping Ext Cont(Fac-Built Nonmetallic Jacket): N Piping Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Piping Ext Cont(Tank Vault/Rigid Trench Liner): N Tank Material(Steel): N Tank Material(Frp(Fi berglass-Reinforced Plastic): Y Tank Mat(Composite(Steel W/Ext Frp Cladding)): N Tank Mat(Concrete): N Tank Mat(Jacketed(Steel W/Ext Nonmetallic Jck)): N Tank Mat(Coated(Steel W/ExtPolyurethane Cladding)): N Piping Material(Steel): N Piping Mat(Frp(Fiberglass Reinforced Plastic): Y Piping Mat(Concrete): N Piping Mat(Jacketed(Steel W/Ext Nonmetallic Jacket)): N Piping Mat(Nonmetallic Flex Piping): N PipingConnect/Valves(Shear/Impact Valves(Under Disp)): N Piping Connect/Valves(Steel Swing-Joints(End Of Piping)): N Piping Connect/Valves(Flex Connectors(Ends Of Piping)): N Tank Corr Prot Meth(TCPM)(Cathodic-Field Installation): N TCPM(ExtDielectricCoat/Laminate/Tape/Wrap): N TCPM(Cathodic Prot-Faclnstallation): N TCPM(Composite Tank(Steel W/Frp Ext Laminate): N TCPMeth(Coated Tank(Steel W/ExtPolyurethaneLaminate): N TCPM(FRP Tank Or Piping(Noncorrodible)): Y TCPM(Ext Nonmetallic Jacket): N TCPMeth(Unnecessary Per Corrosion Prot Spec): N Piping Corr Prot Meth(Dielectric Coat/Laminate/Tape/Wrap): N Piping Corr Prot Method(PCPM)(Cathodic Factory Install): N PCPM(Cathodic Prot-Field Install): N PCPMethod(FRP Tank Or Piping(Noncorrodible): Y PCPM(Nonmetallic FlexPiping(Noncorrodible)): N PCPMeth(Isolated Open Area/2nd Containment): Y PCPM(Dual Protected): N PCPM(Unnec Per Corrosion Prot Specialist): N Tank Corr Prot Compliance Flag: Y Piping Corr Prot Compliance Flag: Y Tank Corrosion Prot Variance: N Piping Corrosion Prot Variance: N Temp Out Of Service Compliance: N Technical Compliance Flag: N Tank Tested Flag: Y Installation Signature Date: 03/22/2010 Compartment Records: Tank ID: 2 Tank Capacity: 8000 UST Comprt ID: 105680 UST ID: 213538 TC6745457.2s Page 89 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HCA DOCTORS REGIONAL HOSPITAL (Continued) 0003188372 Al Number: 44615 Compartment ID: A Substance Stored1: DIESEL Substance Stored2: Not reported Substance Stored3: Not reported CompartmentReleaseDetectionMethod(Vapor): N CRDM(GW Monitoring): N CRDM(Monitoring Of Secondary Cont Barrier): N CRDM(Auto Tank Gauge Test/Inv Control): Y CRD M(interstitial Monitoring SecWall/Jacket): Y CRDM(Wkly Manual Gauging(Tanks-1000 G): N CRDM(Mthly Tank Gauging(Emer Gen Tanks): N CRDM(Sir(Stat Inv Reconciliation)/Inv Control): N PipingReleaseDetectionMethod(PRDM)(Vapor): N PRD M(Groundwater Monitoring): N PRDM(Monitoring Sec Containment Barrier): N PRDM(InterstitialMonitoring w/in SecWall/Jacket): Y PRDM(Mthly Piping Tightness Test)@.2Gph: Y PRDM(AnnualPipingTightTest/ElecMon@.1Gph: N PRDM(TriennialTightTest(Suction/GravityPiping): N PRDM AutoLineLeakDet(3.0 Gph PressPiping): N PRDM(Sir(Statlnv Recon)/Inv Control)): N PRDM(Exempt System Suction: N Spill Overfill Prevention Equip(SOPE): Y SOPE(Spill Cont/Bucket/Sump): Y SOPE(DelShut-Off Valve)): Y SOPE(FlowRestrictorValue: N SOPE(Alarm(Set@-90%)W/3a Or 3b: N SOPE(N/A Deliveries To Tank-25G): N Compartment Release Det Compliance Flag: Y Piping Release Detection Compliance Flag): Y Spill/Overfill PreventionCompliance Flag: Y Compartment Release Detection Variance: N Piping Release Detection Variance: N Spill And Overfill Prevention Variance: N Stage I Vapor Recovery: EXEMPT BY TCEQ RULE Stage 1 Installation Date: Not reported Construction Notification: NOC ID: 10069 Facility ID: 72736 Al Number: 44615 Application Received Date: 07/02/2009 Scheduled Construction Date: 08/01/2009 UST Improvement: Y UST Installation: N UST Removal: N UST Repair: N UST Return To Service: N UST Replacement: N UST Abandonment: N UST Stage I: N AST Installation: N AST Stage I: N Historical Tracking Number: M90702005 Waiver Flag: N TC6745457.2s Page 90 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HCA DOCTORS REGIONAL HOSPITAL (Continued) 0003188372 Late Filing Flag: N Form Received Date: Not reported Signature Date On Form: Not reported Signature Name On Form: Not reported Signature Company On Form: Not reported Signature Title On Form: Not reported Signature Role: Not reported Owner Name At Time Of Construction: Not reported Owner CN At Time Of Construction: Not reported Owner AR At Time Of Construction: 58036 General Desc Of Prop Construct: Not reported Contractor,Consultant and Installer: Cont/Cons/Installer ID: 11020 UST ID: Not reported NOC ID: 10069 Al Number: 44615 Type Of Contact: CONTRACTOR Contractor CRP Number Or Installer ILP Number: CRP000821 Company Name: Not reported Representative Name: Not reported Mailing Address(Delivery): Not reported Mailing Address(Internal Delivery): Not reported Mailing City: Not reported Mailing State: Not reported Mailing Zip: Not reported Mailing Foreign Postal Code: Not reported Mailing County Code: Not reported Phone Number Country Code: 1 Phone Number Area Code: Not reported Phone Number: Not reported Phone Number Extension: Not reported Fax Number Country Code: Not reported Fax Number Area Code: Not reported Fax Number: Not reported Email Address: Not reported Cont/Cons/Installer ID: 29882 UST ID: 213538 NOC ID: Not reported Al Number: 44615 Type Of Contact: CONTRACTOR Contractor CRP Number Or Installer ILP Number: CRP000821 Company Name: PETROLEUM SOLUTIONS INC Representative Name: Not reported Mailing Address(Delivery): Not reported Mailing Address(Internal Delivery): Not reported Mailing City: Not reported Mailing State: Not reported Mailing Zip: Not reported Mailing Foreign Postal Code: Not reported Mailing County Code: Not reported Phone Number Country Code: Not reported Phone Number Area Code: Not reported Phone Number: Not reported Phone Number Extension: Not reported Fax Number Country Code: Not reported TC6745457.2s Page 91 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HCA DOCTORS REGIONAL HOSPITAL (Continued) 0003188372 Fax Number Area Code: Not reported Fax Number: Not reported Email Address: Not reported Cont/Cons/Installer ID: 45046 UST ID: 213538 NOC ID: Not reported Al Number: 44615 Type Of Contact: INSTALLER Contractor CRP Number Or Installer ILP Number: ILP000890 Company Name: Not reported Representative Name: ROBERT BUNGER R Mailing Address(Delivery): Not reported Mailing Address(Internal Delivery): Not reported Mailing City: Not reported Mailing State: Not reported Mailing Zip: Not reported Mailing Foreign Postal Code: Not reported Mailing County Code: Not reported Phone Number Country Code: Not reported Phone Number Area Code: Not reported Phone Number: Not reported Phone Number Extension: Not reported Fax Number Country Code: Not reported Fax Number Area Code: Not reported Fax Number: Not reported Email Address: Not reported Facility Billing Contacts: Contact Organization Name: HCA DOCTORS REGIONAL MEDICAL CENTER Contact Mailing Address(Delivery): 3315 S ALAMEDA ST Contact Mailing Address(Internal Delivery): Not reported Contact Mailing City/State/Zip: CORPUS CHRISTI,TX 78411 1820 Phone Number/Ext: 361 8777687/0 Contact Fax Number/Ext: 361 7611592/0 Contact Email Address: TIM.KING@HCAHEALTHCARE.COM Contact Address Deliverable: Y Facility ID: 72736 Additional ID: 508506552002089 PrincID: 517506552002089 Al Number: 44615 Facility Name: HCA DOCTORS REGIONAL HOSPITAL AR Number: 58036 AR UST Number Suffix: Not reported AR AST Number Suffix: U Contact Name/Title: TIM KING/ ASBESTOS: Name: DR. REGIONAL HOSPITAL STORAGE ROOM Address: 3315 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78411 Date of inspection: Not reported Reason for Inspection: Not reported Violation: Not reported Complaint Date: 2021/01/07 TC6745457.2s Page 92 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HCA DOCTORS REGIONAL HOSPITAL (Continued) 0003188372 Notification Number: Not reported ASB Priority: Not reported PIF State: Not reported Detained: Not reported Product Name: Not reported Time Spent: Not reported Travel Time: Not reported Mileage: Not reported Reg: Not reported Init: Not reported Seq: Not reported Facility Type: Notified Inspector Name: FARRIER,JIMMY Date Report Received: Not reported Date Routed by Supervisor: Not reported Date Routed to PSQA: Not reported Date Reviewed by PSQA: Not reported Date Routed by Supervisor1: Not reported Date Rtnd to Inspector Corrections: Not reported Date Rcvd Back: Not reported Date Rtnd to Inspector Corrections2: Not reported Date Rcvd Back 2: Not reported Date Rtnd to Inspector Corrections 3: Not reported Date Rcvd Back 3: Not reported Notification Status: Not reported Amendo: Not reported Notification Work Type: Not reported Notification Type: Not reported Work Type Flag: Not reported Certification Statement Date: Not reported Certification Statement Phone: Not reported Is The Facility a School or K-12?: Not reported Region: Region 11 Priority: Not reported ARU: Not reported Is this a phased abatement project?: Not reported Ordered: Not reported Is This Project an Emergency?: Not reported Is Building Occupied?: Not reported High Profile: Not reported Ref Method: Not reported Analytical Method: Not reported Start Date: 01/07/2021 Client Code: 1500 Client Name: Environmental Notification License Number: 2020008325 File Number: 57765 License Status Description: Current Expiration Date: 01/08/2021 Original Date: 12/23/2020 Rank Effective Date: 12/23/2020 Mod Code: ANOT Area: Area 11 Staff Operator ID: jfarrier Inspection Number: 25428 Inspection Status: Closed Disposition: 1090-Completed Inspection TC6745457.2s Page 93 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HCA DOCTORS REGIONAL HOSPITAL (Continued) 0003188372 Inspection Class Descriptio: Environmental Inspection Secondary Class Code: AT Inspection Secondary Class Code Descripti&sbestos TAHPR Results: Pass Inspection Number Grade: Not reported Name: DR. REGIONAL HOSPITAL STORAGE ROOM Address: 3315 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78411 Date of inspection: 01/07/2021 Reason for Inspection: Priscilla Vasquez Violation: Not reported Complaint Date: 01/08/2021 Notification Number: 2020008325 ASB Priority: Not reported PIF State: Not reported Detained: Not reported Product Name: Not reported Time Spent: Not reported Travel Time: Not reported Mileage: Not reported Reg: Not reported Init: Not reported Seq: Not reported Facility Type: NESHAP Inspector Name: Not reported Date Report Received: 01/06/2021 Date Routed by Supervisor: Not reported Date Routed to PSQA: Not reported Date Reviewed by PSQA: Not reported Date Routed by Supervisor1: Not reported Date Rtnd to Inspector Corrections: Not reported Date Rcvd Back: Not reported Date Rtnd to Inspector Corrections2: Not reported Date Rcvd Back 2: Not reported Date Rtnd to Inspector Corrections 3: Not reported Date Rcvd Back 3: Not reported Notification Status: Current Amendo: 1 Notification Work Type: Abatement Notification Type: Amendment Work Type Flag: A Certification Statement Date: 01/06/2021 Certification Statement Phone: 361-289-1095 Is The Facility a School or K-12?: N Region: 11 Priority: LOW ARU: 0 Is this a phased abatement project?: N Ordered: N Is This Project an Emergency?: N Is Building Occupied?: Y High Profile: N Ref Method: Full Containtment with RFCI Analytical Method: PLM Start Date: 01/07/2021 Client Code: Not reported TC6745457.2s Page 94 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HCA DOCTORS REGIONAL HOSPITAL (Continued) 0003188372 Client Name: Not reported License Number: Not reported File Number: Not reported License Status Description: Not reported Expiration Date: Not reported Original Date: Not reported Rank Effective Date: Not reported Mod Code: Not reported Area: Not reported Staff Operator ID: Not reported Inspection Number: Not reported Inspection Status: Not reported Disposition: Not reported Inspection Class Descriptio: Not reported Inspection Secondary Class Code: Not reported Inspection Secondary Class Code Descriptibimt reported Results: Not reported Inspection Number Grade: Not reported Name: DR. REGIONAL HOSPITAL STORAGE ROOM Address: 3315 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78411 Date of inspection: 01/07/2021 Reason for Inspection: Priscilla Vasquez Violation: Not reported Complaint Date: 01/07/2021 Notification Number: 2020008325 ASB Priority: Not reported PIF State: Not reported Detained: Not reported Product Name: Not reported Time Spent: Not reported Travel Time: Not reported Mileage: Not reported Reg: Not reported Init: Not reported Seq: Not reported Facility Type: NESHAP Inspector Name: Not reported Date Report Received: 12/23/2020 Date Routed by Supervisor: Not reported Date Routed to PSQA: Not reported Date Reviewed by PSQA: Not reported Date Routed by Supervisor1: Not reported Date Rtnd to Inspector Corrections: Not reported Date Rcvd Back: Not reported Date Rtnd to Inspector Corrections2: Not reported Date Rcvd Back 2: Not reported Date Rtnd to Inspector Corrections 3: Not reported Date Rcvd Back 3: Not reported Notification Status: Current/Has Amendment Amendo: 0 Notification Work Type: Abatement Notification Type: Original Work Type Flag: A Certification Statement Date: 12/23/2020 Certification Statement Phone: 361-289-1095 TC6745457.2s Page 95 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HCA DOCTORS REGIONAL HOSPITAL (Continued) 0003188372 Is The Facility a School or K-12?: N Region: 11 Priority: LOW ARU: 0 Is this a phased abatement project?: N Ordered: N Is This Project an Emergency?: N Is Building Occupied?: Y High Profile: N Ref Method: Full Containtment with RFCI Analytical Method: PLM Start Date: 01/06/2021 Client Code: Not reported Client Name: Not reported License Number: Not reported File Number: Not reported License Status Description: Not reported Expiration Date: Not reported Original Date: Not reported Rank Effective Date: Not reported Mod Code: Not reported Area: Not reported Staff Operator ID: Not reported Inspection Number: Not reported Inspection Status: Not reported Disposition: Not reported Inspection Class Descriptio: Not reported Inspection Secondary Class Code: Not reported Inspection Secondary Class Code Descriptibimt reported Results: Not reported Inspection Number Grade: Not reported TX Financial Assurance 2: Name: HCA DOCTORS REGIONAL HOSPITAL Address: 3315 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78411 Region: 2 Facility ID: 72736 Finass ID: 232459 Al: 44615 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: 2,000,000 Meets Financial Assurance Req Flag: Y Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 09/01/2019 Date Financial Assurance Form Rec: 07/16/2019 Issuer Name: ACE AMERICAN INS CO Issuer Phone: 1 215 6401000 Policy Number: G2706517AO08 Coverage Amount: 2,000,000 Coverage Expiration Date: 09/01/2020 Ins Premium Pre-Paid For Entire Yr: Yes Proof of Financial Assurance: Yes TC6745457.2s Page 96 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HCA DOCTORS REGIONAL HOSPITAL (Continued) 0003188372 Name: HCA DOCTORS REGIONAL HOSPITAL Address: 3315 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78411 Region: 2 Facility ID: 72736 Finass ID: 216713 Al: 44615 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: 2,000,000 Meets Financial Assurance Req Flag: Y Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 09/01/2018 Date Financial Assurance Form Rec: 07/16/2019 Issuer Name: ACE AMERICAN INS CO Issuer Phone: 1 215 6401000 Policy Number: PPI G2706517A 007 Coverage Amount: 2,000,000 Coverage Expiration Date: 09/01/2019 Ins Premium Pre-Paid For Entire Yr: Yes Proof of Financial Assurance: Yes Name: HCA DOCTORS REGIONAL HOSPITAL Address: 3315 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78411 Region: 2 Facility ID: 72736 Finass ID: 198103 Al: 44615 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: 2,000,000 Meets Financial Assurance Req Flag: Y Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 09/01/2017 Date Financial Assurance Form Rec: 07/16/2019 Issuer Name: ACE AMERICAN INS CO Issuer Phone: 1 215 6401000 Policy Number: PPI G2706517A 006 Coverage Amount: 2,000,000 Coverage Expiration Date: 09/01/2018 Ins Premium Pre-Paid For Entire Yr: Yes Proof of Financial Assurance: Yes Name: HCA DOCTORS REGIONAL HOSPITAL Address: 3315 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78411 Region: 2 Facility ID: 72736 Finass ID: 179469 Al: 44615 Mechanism Type Other: Not reported Multiple Mechanism Types: N TC6745457.2s Page 97 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HCA DOCTORS REGIONAL HOSPITAL (Continued) 0003188372 Coverage Amt per Annual Aggregate: 1,000,000 Meets Financial Assurance Req Flag: Y Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 09/01/2016 Date Financial Assurance Form Rec: 07/16/2019 Issuer Name: ACE AMERICAN INS CO Issuer Phone: 1 215 6401000 Policy Number: PPI G2706517A005 Coverage Amount: 2,000,000 Coverage Expiration Date: 09/01/2017 Ins Premium Pre-Paid For Entire Yr: Yes Proof of Financial Assurance: Yes Name: HCA DOCTORS REGIONAL HOSPITAL Address: 3315 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78411 Region: 2 Facility ID: 72736 Finass ID: 164174 Al: 44615 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: 2,000,000 Meets Financial Assurance Req Flag: Y Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 09/01/2015 Date Financial Assurance Form Rec: 07/16/2019 Issuer Name: ACE AMERICAN INS CO Issuer Phone: 1 215 6401000 Policy Number: PPIG2706517A004 Coverage Amount: 2,000,000 Coverage Expiration Date: 09/01/2016 Ins Premium Pre-Paid For Entire Yr: Yes Proof of Financial Assurance: Yes Name: HCA DOCTORS REGIONAL HOSPITAL Address: 3315 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78411 Region: 2 Facility ID: 72736 Finass ID: 145274 Al: 44615 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: 2,000,000 Meets Financial Assurance Req Flag: Y Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 09/01/2014 Date Financial Assurance Form Rec: 07/16/2019 Issuer Name: ACE AMERICAN INS CO Issuer Phone: 1 866 2837122 TC6745457.2s Page 98 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HCA DOCTORS REGIONAL HOSPITAL (Continued) 0003188372 Policy Number: PPIG2706517A003 Coverage Amount: 2,000,000 Coverage Expiration Date: 09/01/2015 Ins Premium Pre-Paid For Entire Yr: Yes Proof of Financial Assurance: Yes Name: HCA DOCTORS REGIONAL HOSPITAL Address: 3315 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78411 Region: 2 Facility ID: 72736 Finass ID: 116771 Al: 44615 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: 2,000,000 Meets Financial Assurance Req Flag: Y Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 09/01/2013 Date Financial Assurance Form Rec: 07/16/2019 Issuer Name: ACE AMERICAN INS CO Issuer Phone: 1 678 7954048 Policy Number: PPIG2706517A002 Coverage Amount: 2,000,000 Coverage Expiration Date: 09/01/2014 Ins Premium Pre-Paid For Entire Yr: Yes Proof of Financial Assurance: Yes Name: HCA DOCTORS REGIONAL HOSPITAL Address: 3315 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78411 Region: 2 Facility ID: 72736 Finass ID: 129528 Al: 44615 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: 2,000,000 Meets Financial Assurance Req Flag: Y Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 09/01/2013 Date Financial Assurance Form Rec: 07/16/2019 Issuer Name: ACE AMERICAN INS CO Issuer Phone: 1 800 9514119 Policy Number: PPIG2706517A002 Coverage Amount: 2,000,000 Coverage Expiration Date: 09/01/2014 Ins Premium Pre-Paid For Entire Yr: Yes Proof of Financial Assurance: Yes Name: HCA DOCTORS REGIONAL HOSPITAL Address: 3315 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78411 TC6745457.2s Page 99 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HCA DOCTORS REGIONAL HOSPITAL (Continued) 0003188372 Region: 2 Facility ID: 72736 Finass ID: 55569 Al: 44615 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: Not reported Meets Financial Assurance Req Flag: Not reported Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 09/01/2011 Date Financial Assurance Form Rec: 07/16/2019 Issuer Name: STEADFAST INS CO Issuer Phone: 1 615 3445889 Policy Number: EPC 587746506 Coverage Amount: 2000000 Coverage Expiration Date: 09/01/2012 Ins Premium Pre-Paid For Entire Yr: Yes Proof of Financial Assurance: Yes Name: HCA DOCTORS REGIONAL HOSPITAL Address: 3315 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78411 Region: 2 Facility ID: 72736 Finass ID: 55570 Al: 44615 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: Not reported Meets Financial Assurance Req Flag: Not reported Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 09/01/2011 Date Financial Assurance Form Rec: 07/16/2019 Issuer Name: STEADFAST INS CO Issuer Phone: 1 615 3445889 Policy Number: EPC 587746506 Coverage Amount: 2000000 Coverage Expiration Date: 09/01/2012 Ins Premium Pre-Paid For Entire Yr: Yes Proof of Financial Assurance: Yes Name: HCA DOCTORS REGIONAL HOSPITAL Address: 3315 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78411 Region: 2 Facility ID: 72736 Finass ID: 7168 Al: 44615 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: Not reported Meets Financial Assurance Req Flag: Not reported Financial Responsibility Type: INSURANCE OR RISK RETENTION TC6745457.2s Page 100 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HCA DOCTORS REGIONAL HOSPITAL (Continued) 0003188372 Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 09/01/2011 Date Financial Assurance Form Rec: 07/16/2019 Issuer Name: STEADFAST INS CO Issuer Phone: 1 615 3445889 Policy Number: EPC 587746506 Coverage Amount: 2000000 Coverage Expiration Date: 09/01/2012 Ins Premium Pre-Paid For Entire Yr: Yes Proof of Financial Assurance: Yes Name: HCA DOCTORS REGIONAL HOSPITAL Address: 3315 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78411 Region: 2 Facility ID: 72736 Finass ID: 55571 Al: 44615 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: Not reported Meets Financial Assurance Req Flag: Not reported Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 09/01/2009 Date Financial Assurance Form Rec: 07/16/2019 Issuer Name: ZURICH AMERICAN INS CO Issuer Phone: 1 800 7131158 Policy Number: PLC5877465-05 Coverage Amount: 2000000 Coverage Expiration Date: 09/01/2010 Ins Premium Pre-Paid For Entire Yr: Yes Proof of Financial Assurance: No Name: HCA DOCTORS REGIONAL HOSPITAL Address: 3315 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78411 Region: 2 Facility ID: 72736 Finass ID: 55572 Al: 44615 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: Not reported Meets Financial Assurance Req Flag: Not reported Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 09/01/2008 Date Financial Assurance Form Rec: 07/16/2019 Issuer Name: ZURICH AMERICAN INS CO Issuer Phone: Not reported Policy Number: PLC5877465-05 Coverage Amount: 2000000 Coverage Expiration Date: 09/01/2009 TC6745457.2s Page 101 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HCA DOCTORS REGIONAL HOSPITAL (Continued) 0003188372 Ins Premium Pre-Paid For Entire Yr: Yes Proof of Financial Assurance: No Name: HCA DOCTORS REGIONAL HOSPITAL Address: 3315 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78411 Region: 2 Facility ID: 72736 Finass ID: 55573 Al: 44615 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: Not reported Meets Financial Assurance Req Flag: Not reported Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 05/01/2007 Date Financial Assurance Form Rec: 07/16/2019 Issuer Name: ZURICH AMERICAN INS CO Issuer Phone: Not reported Policy Number: PLC5877465-04 Coverage Amount: 2000000 Coverage Expiration Date: 05/01/2008 Ins Premium Pre-Paid For Entire Yr: No Proof of Financial Assurance: No Name: HCA DOCTORS REGIONAL HOSPITAL Address: 3315 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78411 Region: 2 Facility ID: 72736 Finass ID: 55574 Al: 44615 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: Not reported Meets Financial Assurance Req Flag: Not reported Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 01/01/1901 Date Financial Assurance Form Rec: 07/16/2019 Issuer Name: Not reported Issuer Phone: Not reported Policy Number: Unknown Coverage Amount: 0 Coverage Expiration Date: 01/01/1901 Ins Premium Pre-Paid For Entire Yr: No Proof of Financial Assurance: No TC6745457.2s Page 102 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number 13 PMI7 UST 0001266967 SSE 3365 S ALAMEDA ST Financial Assurance N/A 1/8-1/4 CORPUS CHRISTI,TX 78411 0.167 mi. 884 ft. Relative: UST: Lower Name: PMI7 Actual: Address: 3365 S ALAMEDA ST 29 ft. City,State,Zip: CORPUS CHRISTI,TX 784111820 Al Number: 33841 Facility Type: RETAIL Facility Begin Date: 01/01/1985 Facility Status: ACTIVE Additional ID: 544525962002154 Facility Exempt Status: N Records Off-Site: No UST Financial Assurance Required: No Number Of Active UST: 3 Site Location Description: Not reported Site Location(Nearest City Name): Not reported Site Location(County Name): NUECES Site Location(Tceq Region): 14 Site Location(Location Zip): 78411 Contact Name/Title: MYUNG-SOOK JEONG, Contact Organization Name: PMI 7 Contact Mailing Address1: Not reported Contact Mailing Address2: Not reported Contact Mailing City/State/Zip: Not reported Contact Telephone: 3619043896 Facility Contact Address Deliverable: Not reported Contact Fax Number: Not reported Contact Email Address: Not reported Signature Date On Earliest Reg Form: 05/11/2018 Signature Name/Title On Earliest Reg Form: MYUNG SOOK JEONG,PRES Application Received Date On Earliest Reg Form: 05/14/2018 Signature Role On Earliest Reg Form: OPERATOR Signature Company On Earliest Reg Form: Not reported Enforcement Action: No Facility Not Inspectable: No Operator: PrincID: 651585912016141 Additional ID: 544525962002154 Ai Number: 33841 Operator CN: CN605154244 Operator Name: MS JEONG INVESTMENT INC Operator Effective Begin Date: 01/21/2015 Operator Type: CO Operator Role: Not reported Contact Name: / Contact Organization Name: Not reported Contact Mailing Address(Delivery): Not reported Contact Mailing Address(Internal Delivery): Not reported Contact Mailing City/State/Zip: - Contact Phone Country Code: Not reported Contact Phone Area Code: Not reported Contact Phone Number: Not reported Contact Phone Extension: Not reported Contact Fax Country Code: Not reported TC6745457.2s Page 103 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number PMI7 (Continued) 0001266967 Contact Fax Area Code: Not reported Contact Fax Number: Not reported Contact Fax Extension: Not reported Contact Email Address: Not reported Contact Address Deliverable: Not reported Owner: Owner CN: CN604033381 Owner Last Name: CHUNG Owner First Name: KYUNG Owner Middle Name: TAK Owner Type: IN Contact Mailing Address(Delivery): Not reported Contact Mailing Address(Internal Delivery): Not reported Contact Mailing City: Not reported Contact Mailing State: Not reported Contact Mailing Zip: Not reported Contact Mailing Zips: Not reported Contact Phone Number/Ext: / Contact Fax Country Code: Not reported Contact Fax Number/Ext: / Contact Email Address: Not reported Contact Address Deliverable: Not reported PrincID: 463484832012032 Additional ID: 544525962002154 Al Number: 33841 Owner Effective Begin Date: 01/21/2008 State Tax ID: Not reported Contact Role: Not reported Contact Name/Title: / Contact Organization Name: Not reported Self Certification: Self Cert ID: 96275 Cert ID: 287102 Al Number: 33841 Self Certification Date: 05/19/2017 Signature Name/Title: MYUNG SOOK JEONG OPERATOR Signature Type Role: OPERATOR Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 06/30/2018 Reporting Method: P Tank Corrosion Protection Compliance: Y Piping Corrosion Protection Compliance: Y Compartment Release Detection Compliance: Y Piping Release Detection Compliance: Y Spill Prevention/Overfill Compliance: Y Self Cert ID: 96275 Cert ID: 269991 Al Number: 33841 Self Certification Date: 04/21/2016 TC6745457.2s Page 104 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number PMI7 (Continued) 0001266967 Signature Name/Title: JEONG MYUNG-SOOK PRES Signature Type Role: OPERATOR Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 06/30/2017 Reporting Method: P Tank Corrosion Protection Compliance: Y Piping Corrosion Protection Compliance: Y Compartment Release Detection Compliance: Y Piping Release Detection Compliance: Y Spill Prevention/Overfill Compliance: Y Self Cert ID: 96275 Cert ID: 252353 Al Number: 33841 Self Certification Date: 05/01/2015 Signature Name/Title: KYUNG SOOK JEONG OPER Signature Type Role: OPERATOR Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 06/30/2016 Reporting Method: P Tank Corrosion Protection Compliance: Y Piping Corrosion Protection Compliance: Y Compartment Release Detection Compliance: Y Piping Release Detection Compliance: Y Spill Prevention/Overfill Compliance: Y Self Cert ID: 96275 Cert ID: 237524 Al Number: 33841 Self Certification Date: 05/01/2014 Signature Name/Title: KYUNG TAK CHUNG PRES OWNER OPER Signature Type Role: OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 06/30/2015 Reporting Method: P Tank Corrosion Protection Compliance: Y Piping Corrosion Protection Compliance: Y Compartment Release Detection Compliance: Y Piping Release Detection Compliance: Y Spill Prevention/Overfill Compliance: Y Self Cert ID: 96275 Cert ID: 220588 Al Number: 33841 Self Certification Date: 05/30/2013 TC6745457.2s Page 105 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number PMI7 (Continued) 0001266967 Signature Name/Title: KYUNG TAK CHUNG OWNER Signature Type Role: OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 06/30/2014 Reporting Method: P Tank Corrosion Protection Compliance: Y Piping Corrosion Protection Compliance: Y Compartment Release Detection Compliance: Y Piping Release Detection Compliance: Y Spill Prevention/Overfill Compliance: N Self Cert ID: 96275 Cert ID: 162334 Al Number: 33841 Self Certification Date: 05/29/2012 Signature Name/Title: KYUNG TAK CHUNG OWNER Signature Type Role: OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 06/30/2013 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 96275 Cert ID: 162333 Al Number: 33841 Self Certification Date: 05/25/2011 Signature Name/Title: KYUUNG TAK CHUNG OWNER/PRES Signature Type Role: OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 06/30/2012 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 96275 Cert ID: 162332 Al Number: 33841 Self Certification Date: 04/30/2010 TC6745457.2s Page 106 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number PMI7 (Continued) 0001266967 Signature Name/Title: KYUNG TAK CHUNG OWNER Signature Type Role: OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 06/30/2011 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 96275 Cert ID: 162331 Al Number: 33841 Self Certification Date: 05/15/2009 Signature Name/Title: KYUNG TAK CHUNG OWNER/PRES Signature Type Role: OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 06/30/2010 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 96275 Cert ID: 162330 Al Number: 33841 Self Certification Date: 01/22/2008 Signature Name/Title: KYUNG TAK CHUNG OWNER Signature Type Role: OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 06/30/2009 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 96275 Cert ID: 162329 Al Number: 33841 Self Certification Date: 01/21/2008 TC6745457.2s Page 107 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number PMI7 (Continued) 0001266967 Signature Name/Title: KYUNG TAK CHUNG OWNER/PRES Signature Type Role: OWNER Filing Status: INITIAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 06/30/2008 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 96275 Cert ID: 162328 Al Number: 33841 Self Certification Date: 05/09/2007 Signature Name/Title: CHANG HO HAHN OWNER Signature Type Role: OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 06/30/2008 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 96275 Cert ID: 162327 Al Number: 33841 Self Certification Date: 06/10/2006 Signature Name/Title: CHANG HO HAHN OWNER Signature Type Role: OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 06/30/2007 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 96275 Cert ID: 162326 Al Number: 33841 Self Certification Date: 05/09/2005 TC6745457.2s Page 108 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number PMI7 (Continued) 0001266967 Signature Name/Title: CHANG HO HAHN OWNER Signature Type Role: OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 06/30/2006 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 96275 Cert ID: 162325 Al Number: 33841 Self Certification Date: 06/01/2004 Signature Name/Title: CHARLES HAHN OWNER Signature Type Role: OPERATOR Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 06/30/2005 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 96275 Cert ID: 162324 Al Number: 33841 Self Certification Date: 04/25/2003 Signature Name/Title: CHANG HO HAHN OPERATOR Signature Type Role: OPERATOR Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 06/30/2004 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 96275 Cert ID: 162323 Al Number: 33841 Self Certification Date: 04/24/2003 TC6745457.2s Page 109 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number PMI7 (Continued) 0001266967 Signature Name/Title: CHANG HO HAHN OPERATOR Signature Type Role: OPERATOR Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 06/30/2003 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 96275 Cert ID: 162322 Al Number: 33841 Self Certification Date: 05/11/2001 Signature Name/Title: UN KYUNG PARK OWNER Signature Type Role: OWNER Filing Status: INITIAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 06/30/2002 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Tank: Install Date: 01/01/1985 Tank Registration Date: 12/04/1986 Number of Compartments: 1 Tank Capacity: 8000 Tank Singlewall: Y Tank Doublewall: N Pipe Type: P UST ID: 89544 Facility ID: 96275 Ai Number: 33841 Tank Id: 1 Tank Status(Current): TEMP OUT OF SERVICE Tank Status Date: 02/17/2018 Empty: Y Tank Regulatory Status: FULLY REGULATED Tank Int Prot(Internal Tank Lining Date): Not reported Piping Design(Single Wall): Y Piping Design(Double Wall): N Tank Ext Cont(Fac-Built Nonmetallic Jacket): N Tank Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Tank Ext Cont(Tank Vault/Rigid Trench Liner): N Piping Ext Cont(Fac-Built Nonmetallic Jacket): N TC6745457.2s Page 110 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number PMI7 (Continued) 0001266967 Piping Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Piping Ext Cont(Tank Vault/Rigid Trench Liner): N Tank Material(Steel): N Tank Material(Frp(Fi bergl ass-Reinforced Plastic): Y Tank Mat(Composite(Steel W/Ext Frp Cladding)): N Tank Mat(Concrete): N Tank Mat(Jacketed(Steel W/Ext Nonmetallic Jck)): N Tank Mat(Coated(Steel W/ExtPolyurethane Cladding)): N Piping Material(Steel): N Piping Mat(Frp(Fiberglass Reinforced Plastic): Y Piping Mat(Concrete): N Piping Mat(Jacketed(Steel W/Ext Nonmetallic Jacket)): N Piping Mat(Nonmetallic Flex Piping): N PipingConnect/Valves(Shear/Impact Valves(Under Disp)): N Piping Connect/Valves(Steel Swing-Joints(End Of Piping)): N Piping Connect/Valves(Flex Connectors(Ends Of Piping)): N Tank Corr Prot Meth(TCPM)(Cathodic-Field Installation): N TCPM(ExtDielectricCoat/Laminate/Tape/Wrap): N TCPM(Cathodic Prot-Faclnstallation): N TCPM(Composite Tank(Steel W/Frp Ext Laminate): N TCPMeth(Coated Tank(Steel W/ExtPolyurethaneLaminate): N TCPM(FRP Tank Or Piping(Noncorrodible)): Y TCPM(Ext Nonmetallic Jacket): N TCPMeth(Unnecessary Per Corrosion Prot Spec): N Piping Corr Prot Meth(Dielectric Coat/Laminate/Tape/Wrap): N Piping Corr Prot Method(PCPM)(Cathodic Factory Install): N PCPM(Cathodic Prot-Field Install): N PCPMethod(FRP Tank Or Piping(Noncorrodible): Y PCPM(Nonmetallic FlexPiping(Noncorrodible)): N PCPMeth(Isolated Open Area/2nd Containment): N PCPM(Dual Protected): N PCPM(Unnec Per Corrosion Prot Specialist): N Tank Corr Prot Compliance Flag: Y Piping Corr Prot Compliance Flag: Y Tank Corrosion Prot Variance: N Piping Corrosion Prot Variance: N Temp Out Of Service Compliance: Y Technical Compliance Flag: Y Tank Tested Flag: N Installation Signature Date: 08/17/1990 Compartment Records: Tank ID: 1 Tank Capacity: 8000 UST Comprt ID: 157184 UST ID: 89544 Al Number: 33841 Compartment ID: A Substance Stored1: EMPTY Substance Stored2: Not reported Substance Stored3: Not reported CompartmentReleaseDetectionMethod(Vapor): Y CRDM(GW Monitoring): Y CRDM(Monitoring Of Secondary Cont Barrier): N CRDM(Auto Tank Gauge Test/Inv Control): N CRD M(interstitial Monitoring SecWall/Jacket): N CRDM(Wkly Manual Gauging(Tanks<=1000 G): N CRDM(Mthly Tank Gauging(Emer Gen Tanks): N TC6745457.2s Page 111 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number PMI7 (Continued) 0001266967 CRDM(Sir(Stat Inv Reconciliation)/Inv Control): N PipingReleaseDetectionMethod(PRDM)(Vapor): Y PRD M(Groundwater Monitoring): N PRDM(Monitoring Sec Containment Barrier): N PRDM(InterstitialMonitoring w/in SecWall/Jacket): N PRDM(Mthly Piping Tightness Test)@.2Gph: N PRDM(AnnualPipingTightTest/ElecMon@.1Gph: Y PRDM(TriennialTightTest(Suction/GravityPiping): N PRDM AutoLineLeakDet(3.0 Gph PressPiping): Y PRDM(Sir(Statlnv Recon)/Inv Control)): N PRDM(Exempt System Suction: N Spill Overfill Prevention Equip(SOPE): Y SOPE(Spill Cont/Bucket/Sump): Y SOPE(DelShut-Off Valve)): Y SOPE(FlowRestrictorValue: N SOPE(Alarm(Set@<=90%)W/3a Or 3b: N SOPE(N/A Deliveries To Tank<=25G): N Compartment Release Det Compliance Flag: Y Piping Release Detection Compliance Flag): Y Spill/OverfillPreventionCompliance Flag: Y Compartment Release Detection Variance: N Piping Release Detection Variance: N Spill And Overfill Prevention Variance: N Stage I Vapor Recovery: Not reported Stage 1 Installation Date: Not reported Install Date: 01/01/1985 Tank Registration Date: 12/04/1986 Number of Compartments: 1 Tank Capacity: 8000 Tank Singlewall: Y Tank Doublewall: N Pipe Type: P UST ID: 89545 Facility ID: 96275 Ai Number: 33841 Tank Id: 3 Tank Status(Current): TEMP OUT OF SERVICE Tank Status Date: 02/17/2018 Empty: Y Tank Regulatory Status: FULLY REGULATED Tank Int Prot(Internal Tank Lining Date): Not reported Piping Design(Single Wall): Y Piping Design(Double Wall): N Tank Ext Cont(Fac-Built Nonmetallic Jacket): N Tank Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Tank Ext Cont(Tank Vault/Rigid Trench Liner): N Piping Ext Cont(Fac-Built Nonmetallic Jacket): N Piping Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Piping Ext Cont(Tank Vault/Rigid Trench Liner): N Tank Material(Steel): N Tank Material(Frp(Fi berglass-Reinforced Plastic): Y Tank Mat(Composite(Steel W/Ext Frp Cladding)): N Tank Mat(Concrete): N Tank Mat(Jacketed(Steel W/Ext Nonmetallic Jck)): N Tank Mat(Coated(Steel W/ExtPolyurethane Cladding)): N TC6745457.2s Page 112 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number PMI7 (Continued) 0001266967 Piping Material(Steel): N Piping Mat(Frp(Fiberglass Reinforced Plastic): Y Piping Mat(Concrete): N Piping Mat(Jacketed(Steel W/Ext Nonmetallic Jacket)): N Piping Mat(Nonmetallic Flex Piping): N PipingConnect/Valves(Shear/Impact Valves(Under Disp)): N Piping Connect/Valves(Steel Swing-Joints(End Of Piping)): N Piping Connect/Valves(Flex Connectors(Ends Of Piping)): N Tank Corr Prot Meth(TCPM)(Cathodic-Field Installation): N TCPM(ExtDielectricCoat/Laminate/Tape/Wrap): Y TCPM(Cathodic Prot-Faclnstallation): N TCPM(Composite Tank(Steel W/Frp Ext Laminate): N TCPMeth(Coated Tank(Steel W/ExtPolyurethaneLaminate): N TCPM(FRP Tank Or Piping(Noncorrodible)): Y TCPM(Ext Nonmetallic Jacket): N TCPMeth(Unnecessary Per Corrosion Prot Spec): N Piping Corr Prot Meth(Dielectric Coat/Laminate/Tape/Wrap): Y Piping Corr Prot Method(PCPM)(Cathodic Factory Install): N PCPM(Cathodic Prot-Field Install): N PCPMethod(FRP Tank Or Piping(Noncorrodible): Y PCPM(Nonmetallic FlexPiping(Noncorrodible)): N PCPMeth(Isolated Open Area/2nd Containment): N PCPM(Dual Protected): N PCPM(Unnec Per Corrosion Prot Specialist): N Tank Corr Prot Compliance Flag: Y Piping Corr Prot Compliance Flag: Y Tank Corrosion Prot Variance: N Piping Corrosion Prot Variance: N Temp Out Of Service Compliance: Y Technical Compliance Flag: Y Tank Tested Flag: N Installation Signature Date: 08/17/1990 Compartment Records: Tank ID: 3 Tank Capacity: 8000 UST Comprt ID: 157185 UST ID: 89545 Al Number: 33841 Compartment ID: A Substance Stored1: EMPTY Substance Stored2: Not reported Substance Stored3: Not reported CompartmentReleaseDetectionMethod(Vapor): Y CRDM(GW Monitoring): Y CRDM(Monitoring Of Secondary Cont Barrier): N CRDM(Auto Tank Gauge Test/Inv Control): N CRD M(interstitial Monitoring SecWall/Jacket): N CRDM(Wkly Manual Gauging(Tanks-1000 G): N CRDM(Mthly Tank Gauging(Emer Gen Tanks): N CRDM(Sir(Stat Inv Reconciliation)/Inv Control): N PipingReleaseDetectionMethod(PRDM)(Vapor): Y PRD M(Groundwater Monitoring): N PRDM(Monitoring Sec Containment Barrier): N PRDM(InterstitialMonitoring w/in SecWall/Jacket): N PRDM(Mthly Piping Tightness Test)@.2Gph: N PRDM(AnnualPipingTightTest/ElecMon@.1Gph: Y PRDM(TriennialTightTest(Suction/GravityPiping): N TC6745457.2s Page 113 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number PMI7 (Continued) 0001266967 PRDM AutoLineLeakDet(3.0 Gph PressPiping): Y PRDM(Sir(Statlnv Recon)/Inv Control)): N PRDM(Exempt System Suction: N Spill Overfill Prevention Equip(SOPE): Y SOPE(Spill Cont/Bucket/Sump): Y SOPE(DelShut-Off Valve)): Y SOPE(FlowRestrictorValue: N SOPE(Alarm(Set@<=90%)W/3a Or 3b: N SOPE(N/A Deliveries To Tank<=25G): N Compartment Release Det Compliance Flag: Y Piping Release Detection Compliance Flag): Y Spill/OverfillPreventionCompliance Flag: Y Compartment Release Detection Variance: N Piping Release Detection Variance: N Spill And Overfill Prevention Variance: N Stage I Vapor Recovery: Not reported Stage 1 Installation Date: Not reported Install Date: 01/01/1985 Tank Registration Date: 12/04/1986 Number of Compartments: 1 Tank Capacity: 8000 Tank Singlewall: Y Tank Doublewall: N Pipe Type: P UST ID: 89546 Facility ID: 96275 Ai Number: 33841 Tank Id: 2 Tank Status(Current): TEMP OUT OF SERVICE Tank Status Date: 05/01/2015 Empty: Y Tank Regulatory Status: FULLY REGULATED Tank Int Prot(Internal Tank Lining Date): Not reported Piping Design(Single Wall): Y Piping Design(Double Wall): N Tank Ext Cont(Fac-Built Nonmetallic Jacket): N Tank Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Tank Ext Cont(Tank Vault/Rigid Trench Liner): N Piping Ext Cont(Fac-Built Nonmetallic Jacket): N Piping Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Piping Ext Cont(Tank Vault/Rigid Trench Liner): N Tank Material(Steel): N Tank Material(Frp(Fi berglass-Reinforced Plastic): Y Tank Mat(Composite(Steel W/Ext Frp Cladding)): N Tank Mat(Concrete): N Tank Mat(Jacketed(Steel W/Ext Nonmetallic Jck)): N Tank Mat(Coated(Steel W/ExtPolyurethane Cladding)): N Piping Material(Steel): N Piping Mat(Frp(Fiberglass Reinforced Plastic): Y Piping Mat(Concrete): N Piping Mat(Jacketed(Steel W/Ext Nonmetallic Jacket)): N Piping Mat(Nonmetallic Flex Piping): N PipingConnect/Valves(Shear/Impact Valves(Under Disp)): N Piping Connect/Valves(Steel Swing-Joints(End Of Piping)): N Piping Connect/Valves(Flex Connectors(Ends Of Piping)): N TC6745457.2s Page 114 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number PMI7 (Continued) 0001266967 Tank Corr Prot Meth(TCPM)(Cathodic-Field Installation): N TCPM(ExtDielectricCoat/Laminate/Tape/Wrap): N TCPM(Cathodic Prot-Faclnstallation): N TCPM(Composite Tank(Steel W/Frp Ext Laminate): N TCPMeth(Coated Tank(Steel W/ExtPolyurethaneLaminate): N TCPM(FRP Tank Or Piping(Noncorrodible)): Y TCPM(Ext Nonmetallic Jacket): N TCPMeth(Unnecessary Per Corrosion Prot Spec): N Piping Corr Prot Meth(Dielectric Coat/Laminate/Tape/Wrap): N Piping Corr Prot Method(PCPM)(Cathodic Factory Install): N PCPM(Cathodic Prot-Field Install): N PCPMethod(FRP Tank Or Piping(Noncorrodible): Y PCPM(Nonmetallic FlexPiping(Noncorrodible)): N PCPMeth(Isolated Open Area/2nd Containment): N PCPM(Dual Protected): N PCPM(Unnec Per Corrosion Prot Specialist): N Tank Corr Prot Compliance Flag: Y Piping Corr Prot Compliance Flag: Y Tank Corrosion Prot Variance: N Piping Corrosion Prot Variance: N Temp Out Of Service Compliance: Y Technical Compliance Flag: Y Tank Tested Flag: N Installation Signature Date: 08/17/1990 Compartment Records: Tank ID: 2 Tank Capacity: 8000 UST Comprt ID: 157186 UST ID: 89546 Al Number: 33841 Compartment ID: A Substance Storedl: EMPTY Substance Stored2: Not reported Substance Stored3: Not reported CompartmentReleaseDetectionMethod(Vapor): Y CRDM(GW Monitoring): Y CRDM(Monitoring Of Secondary Cont Barrier): N CRDM(Auto Tank Gauge Test/Inv Control): N CRD M(interstitial Monitoring SecWall/Jacket): N CRDM(Wkly Manual Gauging(Tanks-1000 G): N CRDM(Mthly Tank Gauging(Emer Gen Tanks): N CRDM(Sir(Stat Inv Reconciliation)/Inv Control): N Pi ping ReleaseDetection Method(PRD M)(Vapor): Y PRD M(Groundwater Monitoring): N PRDM(Monitoring Sec Containment Barrier): N PRDM(InterstitialMonitoring w/in SecWall/Jacket): N PRDM(Mthly Piping Tightness Test)@.2Gph: N PRDM(AnnualPipingTightTest/ElecMon@.1Gph: Y PRDM(TriennialTightTest(Suction/GravityPiping): N PRDM AutoLineLeakDet(3.0 Gph PressPiping): Y PRDM(Sir(Statlnv Recon)/Inv Control)): N PRDM(Exempt System Suction: N Spill Overfill Prevention Equip(SOPE): Y SOPE(Spill Cont/Bucket/Sump): Y SOPE(DelShut-Off Valve)): Y SOPE(FlowRestrictorValue: N SOPE(Alarm(Set@<=90%)W/3a Or 3b: N TC6745457.2s Page 115 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number PMI7 (Continued) 0001266967 SOPE(N/A Deliveries To Tank< 25G): N Compartment Release Det Compliance Flag: Y Piping Release Detection Compliance Flag): Y Spill/OverfillPreventionCompliance Flag: Y Compartment Release Detection Variance: N Piping Release Detection Variance: N Spill And Overfill Prevention Variance: N Stage I Vapor Recovery: Not reported Stage 1 Installation Date: Not reported Install Date: 01/01/1985 Tank Registration Date: 12/04/1986 Number of Compartments: 1 Tank Capacity: 500 Tank Singlewall: Y Tank Doublewall: N Pipe Type: Not reported UST ID: 89547 Facility ID: 96275 Ai Number: 33841 Tank Id: 4 Tank Status(Current): REMOVED FROM GROUND Tank Status Date: 08/24/2000 Empty: N Tank Regulatory Status: FULLY REGULATED Tank Int Prot(Internal Tank Lining Date): Not reported Piping Design(Single Wall): N Piping Design(Double Wall): N Tank Ext Cont(Fac-Built Nonmetallic Jacket): N Tank Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Tank Ext Cont(Tank Vault/Rigid Trench Liner): N Piping Ext Cont(Fac-Built Nonmetallic Jacket): N Piping Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Piping Ext Cont(Tank Vault/Rigid Trench Liner): N Tank Material(Steel): N Tank Material(Frp(Fi bergl ass-Reinforced Plastic): Y Tank Mat(Composite(Steel W/Ext Frp Cladding)): N Tank Mat(Concrete): N Tank Mat(Jacketed(Steel W/Ext Nonmetallic Jck)): N Tank Mat(Coated(Steel W/ExtPolyurethane Cladding)): N Piping Material(Steel): N Piping Mat(Frp(Fiberglass Reinforced Plastic): N Piping Mat(Concrete): N Piping Mat(Jacketed(Steel W/Ext Nonmetallic Jacket)): N Piping Mat(Nonmetallic Flex Piping): N PipingConnect/Valves(Shear/Impact Valves(Under Disp)): N Piping Connect/Valves(Steel Swing-Joints(End Of Piping)): N Piping Connect/Valves(Flex Connectors(Ends Of Piping)): N Tank Corr Prot Meth(TCPM)(Cathodic-Field Installation): N TCPM(ExtDielectricCoat/Laminate/Tape/Wrap): N TCPM(Cathodic Prot-Faclnstallation): N TCPM(Composite Tank(Steel W/Frp Ext Laminate): N TCPMeth(Coated Tank(Steel W/ExtPolyurethaneLaminate): N TCPM(FRP Tank Or Piping(Noncorrodible)): Y TCPM(Ext Nonmetallic Jacket): N TCPMeth(Unnecessary Per Corrosion Prot Spec): N TC6745457.2s Page 116 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number PMI7 (Continued) 0001266967 Piping Corr Prot Meth(Dielectric Coat/Laminate/Tape/Wrap): N Piping Corr Prot Method(PCPM)(Cathodic Factory Install): N PCPM(Cathodic Prot-Field Install): N PCPMethod(FRP Tank Or Piping(Noncorrodible): N PCPM(Nonmetallic FlexPiping(Noncorrodible)): N PCPMeth(Isolated Open Area/2nd Containment): N PCPM(Dual Protected): N PCPM(Unnec Per Corrosion Prot Specialist): N Tank Corr Prot Compliance Flag: Y Piping Corr Prot Compliance Flag: N Tank Corrosion Prot Variance: N Piping Corrosion Prot Variance: N Temp Out Of Service Compliance: N Technical Compliance Flag: N Tank Tested Flag: N Installation Signature Date: 08/17/1990 Compartment Records: Tank ID: 4 Tank Capacity: 500 UST Comprt ID: 157187 UST ID: 89547 Al Number: 33841 Compartment ID: A Substance Stored1: USED OIL Substance Stored2: Not reported Substance Stored3: Not reported CompartmentReleaseDetectionMethod(Vapor): N CRDM(GW Monitoring): N CRDM(Monitoring Of Secondary Cont Barrier): N CRDM(Auto Tank Gauge Test/Inv Control): N CRD M(interstitial Monitoring SecWall/Jacket): N CRDM(Wkly Manual Gauging(Tanks<=1000 G): N CRDM(Mthly Tank Gauging(Emer Gen Tanks): N CRDM(Sir(Stat Inv Reconciliation)/Inv Control): N PipingReleaseDetectionMethod(PRDM)(Vapor): N PRD M(Groundwater Monitoring): N PRDM(Monitoring Sec Containment Barrier): N PRDM(InterstitialMonitoring w/in SecWall/Jacket): N PRDM(Mthly Piping Tightness Test)@.2Gph: N PRDM(AnnualPipingTightTest/ElecMon@.1Gph: N PRDM(TriennialTightTest(Suction/GravityPiping): N PRDM AutoLineLeakDet(3.0 Gph PressPiping): N PRDM(Sir(Statlnv Recon)/Inv Control)): N PRDM(Exempt System Suction: N Spill Overfill Prevention Equip(SOPE): N SOPE(Spill Cont/Bucket/Sump): N SOPE(DelShut-Off Valve)): N SOPE(FlowRestrictorValue: N SOPE(Alarm(Set@<=90%)W/3a Or 3b: N SOPE(N/A Deliveries To Tank<=25G): N Compartment Release Det Compliance Flag: N Piping Release Detection Compliance Flag): N Spill/OverfillPreventionCompliance Flag: N Compartment Release Detection Variance: N Piping Release Detection Variance: N Spill And Overfill Prevention Variance: N Stage I Vapor Recovery: Not reported TC6745457.2s Page 117 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number PMI7 (Continued) 0001266967 Stage 1 Installation Date: Not reported Construction Notification: NOC ID: 16282 Facility ID: 96275 Al Number: 33841 Application Received Date: 02/21/2008 Scheduled Construction Date: 03/05/2008 UST Improvement: Y UST Installation: N UST Removal: N UST Repair: N UST Return To Service: N UST Replacement: N UST Abandonment: N UST Stage I: N AST Installation: N AST Stage I: N Historical Tracking Number: M80221014 Waiver Flag: N Late Filing Flag: Y Form Received Date: Not reported Signature Date On Form: Not reported Signature Name On Form: Not reported Signature Company On Form: Not reported Signature Title On Form: Not reported Signature Role: Not reported Owner Name At Time Of Construction: Not reported Owner CN At Time Of Construction: Not reported Owner AR At Time Of Construction: 15665 General Desc Of Prop Construct: Not reported NOC ID: 16281 Facility ID: 96275 Al Number: 33841 Application Received Date: 07/24/2000 Scheduled Construction Date: 08/23/2000 UST Improvement: N UST Installation: N UST Removal: Y UST Repair: N UST Return To Service: N UST Replacement: N UST Abandonment: N UST Stage I: N AST Installation: N AST Stage I: N Historical Tracking Number: M00724019 Waiver Flag: N Late Filing Flag: N Form Received Date: Not reported Signature Date On Form: Not reported Signature Name On Form: Not reported Signature Company On Form: Not reported Signature Title On Form: Not reported Signature Role: Not reported TC6745457.2s Page 118 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number PMI7 (Continued) 0001266967 Owner Name At Time Of Construction: Not reported Owner CN At Time Of Construction: Not reported Owner AR At Time Of Construction: 15665 General Desc Of Prop Construct: Not reported Contractor,Consultant and Installer: Cont/Cons/Installer ID: 17538 UST ID: Not reported NOC ID: 16282 Al Number: 33841 Type Of Contact: CONTRACTOR Contractor CRP Number Or Installer ILP Number: CRP000018 Company Name: Not reported Representative Name: Not reported Mailing Address(Delivery): Not reported Mailing Address(Internal Delivery): Not reported Mailing City: Not reported Mailing State: Not reported Mailing Zip: Not reported Mailing Foreign Postal Code: Not reported Mailing County Code: Not reported Phone Number Country Code: 1 Phone Number Area Code: Not reported Phone Number: Not reported Phone Number Extension: Not reported Fax Number Country Code: Not reported Fax Number Area Code: Not reported Fax Number: Not reported Email Address: Not reported Cont/Cons/Installer ID: 17537 UST ID: Not reported NOC ID: 16281 Al Number: 33841 Type Of Contact: CONTRACTOR Contractor CRP Number Or Installer ILP Number: CRP000292 Company Name: Not reported Representative Name: Not reported Mailing Address(Delivery): Not reported Mailing Address(Internal Delivery): Not reported Mailing City: Not reported Mailing State: Not reported Mailing Zip: Not reported Mailing Foreign Postal Code: Not reported Mailing County Code: Not reported Phone Number Country Code: 1 Phone Number Area Code: Not reported Phone Number: Not reported Phone Number Extension: Not reported Fax Number Country Code: Not reported Fax Number Area Code: Not reported Fax Number: Not reported Email Address: Not reported Facility Billing Contacts: Contact Organization Name: CHUNG KYUNG TAK TC6745457.2s Page 119 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number PMI7 (Continued) 0001266967 Contact Mailing Address(Delivery): 3365 S ALAMEDA ST Contact Mailing Address(Internal Delivery): Not reported Contact Mailing City/State/Zip: CORPUS CHRISTI,TX 78411 1820 Phone Number/Ext: / Contact Fax Number/Ext: / Contact Email Address: Not reported Contact Address Deliverable: Y Facility ID: 96275 Additional ID: 544525962002154 PrincID: 463484832012032 Al Number: 33841 Facility Name: PMI 7 AR Number: 68166 AR UST Number Suffix: Not reported AR AST Number Suffix: U Contact Name/Title: KYUNG TAK CHUNG/ TX Financial Assurance 2: Name: PMI 7 Address: 3365 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78411 Region: 2 Facility ID: 96275 Finass ID: 180075 Al: 33841 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: 1,000,000 Meets Financial Assurance Req Flag: Y Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 01/21/2017 Date Financial Assurance Form Rec: 05/14/2018 Issuer Name: COLONY INS CO Issuer Phone: 1 800 5776614 Policy Number: PP3641481-01 Coverage Amount: 1,000,000 Coverage Expiration Date: 01/21/2018 Ins Premium Pre-Paid For Entire Yr: Yes Proof of Financial Assurance: Yes Name: PMI 7 Address: 3365 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78411 Region: 2 Facility ID: 96275 Finass ID: 162262 Al: 33841 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: 1,000,000 Meets Financial Assurance Req Flag: Y Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y TC6745457.2s Page 120 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number PMI7 (Continued) 0001266967 Financial Assurance Begin Date: 01/21/2016 Date Financial Assurance Form Rec: 05/14/2018 Issuer Name: COLONY INS CO Issuer Phone: 1 800 5776614 Policy Number: PP3641481 Coverage Amount: 1,000,000 Coverage Expiration Date: 01/21/2017 Ins Premium Pre-Paid For Entire Yr: Yes Proof of Financial Assurance: Yes Name: PMI 7 Address: 3365 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78411 Region: 2 Facility ID: 96275 Finass ID: 143508 Al: 33841 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: 1,000,000 Meets Financial Assurance Req Flag: Y Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 01/21/2015 Date Financial Assurance Form Rec: 05/14/2018 Issuer Name: COLONY INS CO Issuer Phone: 1 800 5776614 Policy Number: PP68667507 Coverage Amount: 1,000,000 Coverage Expiration Date: 01/21/2016 Ins Premium Pre-Paid For Entire Yr: No Proof of Financial Assurance: Yes Name: PMI 7 Address: 3365 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78411 Region: 2 Facility ID: 96275 Finass ID: 128978 Al: 33841 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: 1,000,000 Meets Financial Assurance Req Flag: Y Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 01/21/2014 Date Financial Assurance Form Rec: 05/14/2018 Issuer Name: COLONY INS CO Issuer Phone: 1 800 5776614 Policy Number: PP68667506 Coverage Amount: 1,000,000 Coverage Expiration Date: 01/21/2015 Ins Premium Pre-Paid For Entire Yr: Yes Proof of Financial Assurance: Yes TC6745457.2s Page 121 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number PMI7 (Continued) 0001266967 Name: PMI 7 Address: 3365 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78411 Region: 2 Facility ID: 96275 Finass ID: 9668 Al: 33841 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: Not reported Meets Financial Assurance Req Flag: Not reported Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 01/21/2013 Date Financial Assurance Form Rec: 05/14/2018 Issuer Name: COLONY INS CO Issuer Phone: 1 804 3271700 Policy Number: PP68667504 Coverage Amount: Not reported Coverage Expiration Date: 01/21/2014 Ins Premium Pre-Paid For Entire Yr: No Proof of Financial Assurance: Yes Name: PMI 7 Address: 3365 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78411 Region: 2 Facility ID: 96275 Finass ID: 109310 Al: 33841 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: 1,000,000 Meets Financial Assurance Req Flag: Y Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 01/21/2013 Date Financial Assurance Form Rec: 05/14/2018 Issuer Name: COLONY INS CO Issuer Phone: 1 800 5776614 Policy Number: PP68667505 Coverage Amount: 1,000,000 Coverage Expiration Date: 01/21/2014 Ins Premium Pre-Paid For Entire Yr: No Proof of Financial Assurance: Yes Name: PMI 7 Address: 3365 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78411 Region: 2 Facility ID: 96275 Finass ID: 81254 Al: 33841 Mechanism Type Other: Not reported Multiple Mechanism Types: N TC6745457.2s Page 122 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number PMI7 (Continued) 0001266967 Coverage Amt per Annual Aggregate: Not reported Meets Financial Assurance Req Flag: Not reported Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 01/21/2011 Date Financial Assurance Form Rec: 05/14/2018 Issuer Name: COLONY INS CO Issuer Phone: 1 804 3271700 Policy Number: PP68667503 Coverage Amount: 1000000 Coverage Expiration Date: 01/21/2012 Ins Premium Pre-Paid For Entire Yr: Yes Proof of Financial Assurance: No Name: PMI 7 Address: 3365 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78411 Region: 2 Facility ID: 96275 Finass ID: 81255 Al: 33841 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: Not reported Meets Financial Assurance Req Flag: Not reported Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 01/21/2010 Date Financial Assurance Form Rec: 05/14/2018 Issuer Name: COLONY INS CO Issuer Phone: 1 804 3271700 Policy Number: PP68667502 Coverage Amount: 1000000 Coverage Expiration Date: 01/21/2011 Ins Premium Pre-Paid For Entire Yr: No Proof of Financial Assurance: Yes Name: PMI 7 Address: 3365 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78411 Region: 2 Facility ID: 96275 Finass ID: 81256 Al: 33841 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: Not reported Meets Financial Assurance Req Flag: Not reported Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 01/21/2009 Date Financial Assurance Form Rec: 05/14/2018 Issuer Name: COLONY INS CO Issuer Phone: 1 804 3271700 TC6745457.2s Page 123 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number PMI7 (Continued) 0001266967 Policy Number: PP68667501 Coverage Amount: 1000000 Coverage Expiration Date: 01/21/2010 Ins Premium Pre-Paid For Entire Yr: No Proof of Financial Assurance: Yes Name: PMI 7 Address: 3365 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78411 Region: 2 Facility ID: 96275 Finass ID: 81257 Al: 33841 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: Not reported Meets Financial Assurance Req Flag: Not reported Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 01/21/2008 Date Financial Assurance Form Rec: 05/14/2018 Issuer Name: COLONY INS CO Issuer Phone: 1 804 3271700 Policy Number: PP686675 Coverage Amount: 1000000 Coverage Expiration Date: 01/21/2009 Ins Premium Pre-Paid For Entire Yr: No Proof of Financial Assurance: Yes Name: PMI 7 Address: 3365 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78411 Region: 2 Facility ID: 96275 Finass ID: 81258 Al: 33841 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: Not reported Meets Financial Assurance Req Flag: Not reported Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 01/01/1901 Date Financial Assurance Form Rec: 05/14/2018 Issuer Name: Not reported Issuer Phone: Not reported Policy Number: Unknown Coverage Amount: 0 Coverage Expiration Date: 01/01/1901 Ins Premium Pre-Paid For Entire Yr: No Proof of Financial Assurance: No TC6745457.2s Page 124 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number 14 AFFORDABLE DETAIL LPST 0003413838 North 2806 SANTA FE ST UST N/A 1/4-1/2 CORPUS CHRISTI,TX 78404 DRYCLEANERS 0.415 mi. COMP HIST 2192 ft. Relative: LPST: Higher Name: SANTA FE STATION Actual: Address: 2806 SANTA FE ST 30 ft. City,State,Zip: CORPUS CHRISTI,TX Facility ID: Not reported LPST Id: 93434 Facility Location: Not reported TCEQ Region#and City: REGION 14-CORPUS CHRISTI Region City: Not reported Discovered Date: 08/01/1989 Entered Date: 08/16/1989 Reported Date: 08/01/1989 Closure Date: 12/08/1992 Priority: 4A-SOIL CONTAMINATION ONLY REQUIRES FULL SITE ASSESSMENT RAP Program: 2-REGION CA Status: 6A-FINAL CONCURRENCE ISSUED Priority Description: Not reported Status: Not reported Coordinators Primary: Not reported Coordinators RPR: Not reported Responsible Party Name: Not reported Responsible Party Contact: Not reported Responsible Party Address: Not reported Responsible Party City,St,Zip: Not reported Responsible Party Telephone: Not reported Reported Date: 08/01/1989 Case Start Date: 12/08/1992 Reference Number: RN102049897 Project Manager: KMC UST: Name: AFFORDABLE DETAIL Address: 2806 SANTA FE ST City,State,Zip: CORPUS CHRISTI,TX 784041746 Al Number: 48196 Facility Type: UNKNOWN Facility Begin Date: 04/18/1989 Facility Status: INACTIVE Additional ID: 959180052002118 Facility Exempt Status: N Records Off-Site: Yes UST Financial Assurance Required: No Number Of Active UST: 0 Site Location Description: Not reported Site Location(Nearest City Name): Not reported Site Location(County Name): NUECES Site Location(Tceq Region): 14 Site Location(Location Zip): 78380 Contact Name/Title: Contact Organization Name: AFFORDABLE DETAIL Contact Mailing Address1: Not reported Contact Mailing Address2: Not reported Contact Mailing City/State/Zip: Not reported TC6745457.2s Page 125 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AFFORDABLE DETAIL (Continued) 0003413838 Contact Telephone: 5122891585 Facility Contact Address Deliverable: Not reported Contact Fax Number: Not reported Contact Email Address: Not reported Signature Date On Earliest Reg Form: 03/31/1989 Signature Name/Title On Earliest Reg Form: SAME,SAME Application Received Date On Earliest Reg Form: 04/07/1989 Signature Role On Earliest Reg Form: Not reported Signature Company On Earliest Reg Form: Not reported Enforcement Action: Not reported Facility Not Inspectable: No Operator: PrincID: 988605242004082 Additional ID: 959180052002118 Ai Number: 48196 Operator CN: CN602593147 Operator Name: HAK SUN LILIENTHAL Operator Effective Begin Date: 04/20/2001 Operator Type: IN Operator Role: OPRCON Contact Name: DAMMIE LILIENTHAL/ Contact Organization Name: LILIENTHAL HAK SUN Contact Mailing Address(Delivery): 2006 MUSSETT ST Contact Mailing Address(Internal Delivery): Not reported Contact Mailing City/State/Zip: CORPUS CHRISTI TX 78408-4057 Contact Phone Country Code: 1 Contact Phone Area Code: 361 Contact Phone Number: 7795815 Contact Phone Extension: 0 Contact Fax Country Code: Not reported Contact Fax Area Code: Not reported Contact Fax Number: Not reported Contact Fax Extension: Not reported Contact Email Address: Not reported Contact Address Deliverable: Not reported Owner: Owner CN: CN602593147 Owner Last Name: LILIENTHAL Owner First Name: HAK Owner Middle Name: SUN Owner Type: IN Contact Mailing Address(Delivery): 2006 MUSSETT ST Contact Mailing Address(Internal Delivery): Not reported Contact Mailing City: CORPUS CHRISTI Contact Mailing State: TX Contact Mailing Zip: 78408 Contact Mailing Zips: 4057 Contact Phone Number/Ext: 1 361 7795815/0 Contact Fax Country Code: Not reported Contact Fax Number/Ext: / Contact Email Address: Not reported Contact Address Deliverable: Not reported PrincID: 988605242004082 Additional ID: 959180052002118 Al Number: 48196 TC6745457.2s Page 126 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AFFORDABLE DETAIL (Continued) 0003413838 Owner Effective Begin Date: 04/20/2001 State Tax ID: Not reported Contact Role: OWNCON Contact Name/Title: DAMMIE LILENTHAL/ Contact Organization Name: LILIENTHAL HAK SUN Tank: Install Date: 01/01/1989 Tank Registration Date: 04/07/1989 Number of Compartments: 1 Tank Capacity: 8000 Tank Singlewall: Y Tank Doublewall: N Pipe Type: Not reported UST ID: 125508 Facility ID: 63904 Ai Number: 48196 Tank Id: 1A Tank Status(Current): REMOVED FROM GROUND Tank Status Date: 04/12/2006 Empty: N Tank Regulatory Status: FULLY REGULATED Tank Int Prot(Internal Tank Lining Date): Not reported Piping Design(Single Wall): Y Piping Design(Double Wall): N Tank Ext Cont(Fac-Built Nonmetallic Jacket): N Tank Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Tank Ext Cont(Tank Vault/Rigid Trench Liner): N Piping Ext Cont(Fac-Built Nonmetallic Jacket): N Piping Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Piping Ext Cont(Tank Vault/Rigid Trench Liner): N Tank Material(Steel): N Tank Material(Frp(Fi bergl ass-Reinforced Plastic): N Tank Mat(Composite(Steel W/Ext Frp Cladding)): Y Tank Mat(Concrete): N Tank Mat(Jacketed(Steel W/Ext Nonmetallic Jck)): N Tank Mat(Coated(Steel W/ExtPolyurethane Cladding)): N Piping Material(Steel): N Piping Mat(Frp(Fiberglass Reinforced Plastic): Y Piping Mat(Concrete): N Piping Mat(Jacketed(Steel W/Ext Nonmetallic Jacket)): N Piping Mat(Nonmetallic Flex Piping): N PipingConnect/Valves(Shear/Impact Valves(Under Disp)): N Piping Connect/Valves(Steel Swing-Joints(End Of Piping)): N Piping Connect/Valves(Flex Connectors(Ends Of Piping)): N Tank Corr Prot Meth(TCPM)(Cathodic-Field Installation): N TCPM(ExtDielectricCoat/Laminate/Tape/Wrap): N TCPM(Cathodic Prot-Faclnstallation): N TCPM(Composite Tank(Steel W/Frp Ext Laminate): Y TCPMeth(Coated Tank(Steel W/ExtPolyurethaneLaminate): N TCPM(FRP Tank Or Piping(Noncorrodible)): Y TCPM(Ext Nonmetallic Jacket): N TCPMeth(Unnecessary Per Corrosion Prot Spec): N Piping Corr Prot Meth(Dielectric Coat/Laminate/Tape/Wrap): N Piping Corr Prot Method(PCPM)(Cathodic Factory Install): N PCPM(Cathodic Prot-Field Install): N PCPMethod(FRP Tank Or Piping(Noncorrodible): Y TC6745457.2s Page 127 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AFFORDABLE DETAIL (Continued) 0003413838 PCPM(Nonmetallic FlexPiping(Noncorrodible)): N PCPMeth(Isolated Open Area/2nd Containment): N PCPM(Dual Protected): N PCPM(Unnec Per Corrosion Prot Specialist): N Tank Corr Prot Compliance Flag: Y Piping Corr Prot Compliance Flag: Y Tank Corrosion Prot Variance: N Piping Corrosion Prot Variance: N Temp Out Of Service Compliance: N Technical Compliance Flag: N Tank Tested Flag: N Installation Signature Date: 12/20/1990 Compartment Records: Tank ID: 1A Tank Capacity: 8000 UST Comprt ID: 77103 UST ID: 125508 Al Number: 48196 Compartment ID: A Substance Storedl: EMPTY Substance Stored2: Not reported Substance Stored3: Not reported CompartmentReleaseDetectionMethod(Vapor): N CRDM(GW Monitoring): N CRDM(Monitoring Of Secondary Cont Barrier): N CRDM(Auto Tank Gauge Test/Inv Control): N CRD M(interstitial Monitoring SecWall/Jacket): N CRDM(Wkly Manual Gauging(Tanks-1000 G): N CRDM(Mthly Tank Gauging(Emer Gen Tanks): N CRDM(Sir(Stat Inv Reconciliation)/Inv Control): N PipingReleaseDetectionMethod(PRDM)(Vapor): N PRD M(Groundwater Monitoring): N PRDM(Monitoring Sec Containment Barrier): N PRDM(InterstitialMonitoring w/in SecWall/Jacket): N PRDM(Mthly Piping Tightness Test)@.2Gph: N PRDM(AnnualPipingTightTest/ElecMon@.1Gph: N PRDM(TriennialTightTest(Suction/GravityPiping): N PRDM AutoLineLeakDet(3.0 Gph PressPiping): N PRDM(Sir(Statlnv Recon)/Inv Control)): N PRDM(Exempt System Suction: N Spill Overfill Prevention Equip(SOPE): Y SOPE(Spill Cont/Bucket/Sump): Y SOPE(DelShut-Off Valve)): N SOPE(FlowRestrictorValue: Y SOPE(Alarm(Set@<=90%)W/3a Or 3b: N SOPE(N/A Deliveries To Tank-25G): N Compartment Release Det Compliance Flag: N Piping Release Detection Compliance Flag): N Spill/OverfillPreventionCompliance Flag: Y Compartment Release Detection Variance: N Piping Release Detection Variance: N Spill And Overfill Prevention Variance: N Stage I Vapor Recovery: EXEMPT BY TCEQ RULE Stage 1 Installation Date: 01/01/1989 More Self Certification: TC6745457.2s Page 128 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AFFORDABLE DETAIL (Continued) 0003413838 Self Cert ID: 18554 Cert ID: 98427 UST Comprt ID: 290228 UST ID: 108200 Al Number: 48196 Tank ID: 5 Compartment ID: A Self Cert ID: 18554 Cert ID: 98428 UST Comprt ID: 290229 UST ID: 108200 Al Number: 48196 Tank ID: 5 Compartment ID: A Self Cert ID: 18554 Cert ID: 98432 UST Comprt ID: 290225 UST ID: 108200 Al Number: 48196 Tank ID: 5 Compartment ID: A Self Cert ID: 18554 Cert ID: 98430 UST Comprt ID: 290227 UST ID: 108200 Al Number: 48196 Tank ID: 5 Compartment ID: A Self Cert ID: 18554 Cert ID: 98431 UST Comprt ID: 290226 UST ID: 108200 Al Number: 48196 Tank ID: 5 Compartment ID: A Self Cert ID: 18554 Cert ID: 98429 UST Comprt ID: 290230 UST ID: 108200 Al Number: 48196 Tank ID: 5 Compartment ID: A Install Date: 01/01/1989 Tank Registration Date: 04/07/1989 Number of Compartments: 1 Tank Capacity: 6000 Tank Singlewall: Y Tank Doublewall: N Pipe Type: P UST ID: 125509 TC6745457.2s Page 129 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AFFORDABLE DETAIL (Continued) 0003413838 Facility ID: 63904 Ai Number: 48196 Tank Id: 3A Tank Status(Current): REMOVED FROM GROUND Tank Status Date: 04/12/2006 Empty: N Tank Regulatory Status: FULLY REGULATED Tank Int Prot(Internal Tank Lining Date): Not reported Piping Design(Single Wall): Y Piping Design(Double Wall): N Tank Ext Cont(Fac-Built Nonmetallic Jacket): N Tank Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Tank Ext Cont(Tank Vault/Rigid Trench Liner): N Piping Ext Cont(Fac-Built Nonmetallic Jacket): N Piping Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Piping Ext Cont(Tank Vault/Rigid Trench Liner): N Tank Material(Steel): N Tank Material(Frp(Fi berglass-Reinforced Plastic): N Tank Mat(Composite(Steel W/Ext Frp Cladding)): Y Tank Mat(Concrete): N Tank Mat(Jacketed(Steel W/Ext Nonmetallic Jck)): N Tank Mat(Coated(Steel W/ExtPolyurethane Cladding)): N Piping Material(Steel): N Piping Mat(Frp(Fiberglass Reinforced Plastic): Y Piping Mat(Concrete): N Piping Mat(Jacketed(Steel W/Ext Nonmetallic Jacket)): N Piping Mat(Nonmetallic Flex Piping): N PipingConnect/Valves(Shear/Impact Valves(Under Disp)): N Piping Connect/Valves(Steel Swing-Joints(End Of Piping)): N Piping Connect/Valves(Flex Connectors(Ends Of Piping)): N Tank Corr Prot Meth(TCPM)(Cathodic-Field Installation): N TCPM(ExtDielectricCoat/Laminate/Tape/Wrap): N TCPM(Cathodic Prot-Faclnstallation): N TCPM(Composite Tank(Steel W/Frp Ext Laminate): Y TCPMeth(Coated Tank(Steel W/ExtPolyurethaneLaminate): N TCPM(FRP Tank Or Piping(Noncorrodible)): Y TCPM(Ext Nonmetallic Jacket): N TCPMeth(Unnecessary Per Corrosion Prot Spec): N Piping Corr Prot Meth(Dielectric Coat/Laminate/Tape/Wrap): N Piping Corr Prot Method(PCPM)(Cathodic Factory Install): N PCPM(Cathodic Prot-Field Install): N PCPMethod(FRP Tank Or Piping(Noncorrodible): Y PCPM(Nonmetallic FlexPiping(Noncorrodible)): N PCPMeth(Isolated Open Area/2nd Containment): N PCPM(Dual Protected): N PCPM(Unnec Per Corrosion Prot Specialist): N Tank Corr Prot Compliance Flag: Y Piping Corr Prot Compliance Flag: Y Tank Corrosion Prot Variance: N Piping Corrosion Prot Variance: N Temp Out Of Service Compliance: N Technical Compliance Flag: N Tank Tested Flag: N Installation Signature Date: 12/20/1990 Compartment Records: TanklD: 3A Tank Capacity: 6000 TC6745457.2s Page 130 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AFFORDABLE DETAIL (Continued) 0003413838 UST Comprt ID: 77104 UST ID: 125509 Al Number: 48196 Compartment ID: A Substance Stored1: EMPTY Substance Stored2: Not reported Substance Stored3: Not reported CompartmentReleaseDetectionMethod(Vapor): N CRDM(GW Monitoring): N CRDM(Monitoring Of Secondary Cont Barrier): N CRDM(Auto Tank Gauge Test/Inv Control): N CRD M(interstitial Monitoring SecWall/Jacket): N CRDM(Wkly Manual Gauging(Tanks-1000 G): N CRDM(Mthly Tank Gauging(Emer Gen Tanks): N CRDM(Sir(Stat Inv Reconciliation)/Inv Control): N Pi ping ReleaseDetection Method(PRD M)(Vapor): N PRD M(Groundwater Monitoring): N PRDM(Monitoring Sec Containment Barrier): N PRDM(InterstitialMonitoring w/in SecWall/Jacket): N PRDM(Mthly Piping Tightness Test)@.2Gph: N PRDM(AnnualPipingTightTest/ElecMon@.1Gph: N PRDM(TriennialTightTest(Suction/GravityPiping): N PRDM AutoLineLeakDet(3.0 Gph PressPiping): N PRDM(Sir(Statlnv Recon)/Inv Control)): N PRDM(Exempt System Suction: N Spill Overfill Prevention Equip(SOPE): Y SOPE(Spill Cont/Bucket/Sump): Y SOPE(DelShut-Off Valve)): N SOPE(FlowRestrictorValue: Y SOPE(Alarm(Set@-90%)W/3a Or 3b: N SOPE(N/A Deliveries To Tank-25G): N Compartment Release Det Compliance Flag: N Piping Release Detection Compliance Flag): N Spill/OverfillPreventionCompliance Flag: Y Compartment Release Detection Variance: N Piping Release Detection Variance: N Spill And Overfill Prevention Variance: N Stage I Vapor Recovery: EXEMPT BY TCEQ RULE Stage 1 Installation Date: 01/01/1989 More Self Certification: Self Cert ID: 18554 Cert ID: 98427 UST Comprt ID: 290228 UST ID: 108200 Al Number: 48196 Tank ID: 5 Compartment ID: A Self Cert ID: 18554 Cert ID: 98428 UST Comprt ID: 290229 UST ID: 108200 Al Number: 48196 Tank ID: 5 Compartment ID: A TC6745457.2s Page 131 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AFFORDABLE DETAIL (Continued) 0003413838 Self Cert ID: 18554 Cert ID: 98432 UST Comprt ID: 290225 UST ID: 108200 Al Number: 48196 Tank ID: 5 Compartment ID: A Self Cert ID: 18554 Cert ID: 98430 UST Comprt ID: 290227 UST ID: 108200 Al Number: 48196 Tank ID: 5 Compartment ID: A Self Cert ID: 18554 Cert ID: 98431 UST Comprt ID: 290226 UST ID: 108200 Al Number: 48196 Tank ID: 5 Compartment ID: A Self Cert ID: 18554 Cert ID: 98429 UST Comprt ID: 290230 UST ID: 108200 Al Number: 48196 Tank ID: 5 Compartment ID: A Install Date: 01/01/1989 Tank Registration Date: 04/07/1989 Number of Compartments: 1 Tank Capacity: 8000 Tank Singlewall: Y Tank Doublewall: N Pipe Type: P UST ID: 125510 Facility ID: 63904 Ai Number: 48196 Tank Id: 2A Tank Status(Current): REMOVED FROM GROUND Tank Status Date: 04/12/2006 Empty: N Tank Regulatory Status: FULLY REGULATED Tank Int Prot(Internal Tank Lining Date): Not reported Piping Design(Single Wall): Y Piping Design(Double Wall): N Tank Ext Cont(Fac-Built Nonmetallic Jacket): N Tank Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Tank Ext Cont(Tank Vault/Rigid Trench Liner): N Piping Ext Cont(Fac-Built Nonmetallic Jacket): N Piping Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Piping Ext Cont(Tank Vault/Rigid Trench Liner): N TC6745457.2s Page 132 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AFFORDABLE DETAIL (Continued) 0003413838 Tank Material(Steel): N Tank Material(Frp(Fi berglass-Reinforced Plastic): N Tank Mat(Composite(Steel W/Ext Frp Cladding)): Y Tank Mat(Concrete): N Tank Mat(Jacketed(Steel W/Ext Nonmetallic Jck)): N Tank Mat(Coated(Steel W/ExtPolyurethane Cladding)): N Piping Material(Steel): N Piping Mat(Frp(Fiberglass Reinforced Plastic): Y Piping Mat(Concrete): N Piping Mat(Jacketed(Steel W/Ext Nonmetallic Jacket)): N Piping Mat(Nonmetallic Flex Piping): N PipingConnect/Valves(Shear/Impact Valves(Under Disp)): N Piping Connect/Valves(Steel Swing-Joints(End Of Piping)): N Piping Connect/Valves(Flex Connectors(Ends Of Piping)): N Tank Corr Prot Meth(TCPM)(Cathodic-Field Installation): N TCPM(ExtDielectricCoat/Laminate/Tape/Wrap): N TCPM(Cathodic Prot-Faclnstallation): N TCPM(Composite Tank(Steel W/Frp Ext Laminate): Y TCPMeth(Coated Tank(Steel W/ExtPolyurethaneLaminate): N TCPM(FRP Tank Or Piping(Noncorrodible)): Y TCPM(Ext Nonmetallic Jacket): N TCPMeth(Unnecessary Per Corrosion Prot Spec): N Piping Corr Prot Meth(Dielectric Coat/Laminate/Tape/Wrap): N Piping Corr Prot Method(PCPM)(Cathodic Factory Install): N PCPM(Cathodic Prot-Field Install): N PCPMethod(FRP Tank Or Piping(Noncorrodible): Y PCPM(Nonmetallic FlexPiping(Noncorrodible)): N PCPMeth(Isolated Open Area/2nd Containment): N PCPM(Dual Protected): N PCPM(Unnec Per Corrosion Prot Specialist): N Tank Corr Prot Compliance Flag: Y Piping Corr Prot Compliance Flag: Y Tank Corrosion Prot Variance: N Piping Corrosion Prot Variance: N Temp Out Of Service Compliance: N Technical Compliance Flag: N Tank Tested Flag: N Installation Signature Date: 12/20/1990 Compartment Records: TanklD: 2A Tank Capacity: 8000 UST Comprt ID: 77105 UST ID: 125510 Al Number: 48196 Compartment ID: A Substance Stored1: EMPTY Substance Stored2: Not reported Substance Stored3: Not reported CompartmentReleaseDetectionMethod(Vapor): N CRDM(GW Monitoring): N CRDM(Monitoring Of Secondary Cont Barrier): N CRDM(Auto Tank Gauge Test/Inv Control): N CRD M(interstitial Monitoring SecWall/Jacket): N CRDM(Wkly Manual Gauging(Tanks-1000 G): N CRDM(Mthly Tank Gauging(Emer Gen Tanks): N CRDM(Sir(Stat Inv Reconciliation)/Inv Control): N PipingReleaseDetectionMethod(PRDM)(Vapor): N TC6745457.2s Page 133 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AFFORDABLE DETAIL (Continued) 0003413838 PRD M(Groundwater Monitoring): N PRDM(Monitoring Sec Containment Barrier): N PRDM(InterstitialMonitoring w/in SecWall/Jacket): N PRDM(Mthly Piping Tightness Test)@.2Gph: N PRDM(AnnualPipingTightTest/ElecMon@.1Gph: N PRDM(TriennialTightTest(Suction/GravityPiping): N PRDM AutoLineLeakDet(3.0 Gph PressPiping): N PRDM(Sir(Statlnv Recon)/Inv Control)): N PRDM(Exempt System Suction: N Spill Overfill Prevention Equip(SOPE): Y SOPE(Spill Cont/Bucket/Sump): Y SOPE(DelShut-Off Valve)): N SOPE(FlowRestrictorValue: Y SOPE(Alarm(Set@<=90%)W/3a Or 3b: N SOPE(N/A Deliveries To Tank<=25G): N Compartment Release Det Compliance Flag: N Piping Release Detection Compliance Flag): N Spill/OverfillPreventionCompliance Flag: Y Compartment Release Detection Variance: N Piping Release Detection Variance: N Spill And Overfill Prevention Variance: N Stage I Vapor Recovery: EXEMPT BY TCEQ RULE Stage 1 Installation Date: 01/01/1989 More Self Certification: Self Cert ID: 18554 Cert ID: 98427 UST Comprt ID: 290228 UST ID: 108200 Al Number: 48196 Tank ID: 5 Compartment ID: A Self Cert ID: 18554 Cert ID: 98428 UST Comprt ID: 290229 UST ID: 108200 Al Number: 48196 Tank ID: 5 Compartment ID: A Self Cert ID: 18554 Cert ID: 98432 UST Comprt ID: 290225 UST ID: 108200 Al Number: 48196 Tank ID: 5 Compartment ID: A Self Cert ID: 18554 Cert ID: 98430 UST Comprt ID: 290227 UST ID: 108200 Al Number: 48196 Tank ID: 5 Compartment ID: A TC6745457.2s Page 134 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AFFORDABLE DETAIL (Continued) 0003413838 Self Cert ID: 18554 Cert ID: 98431 UST Comprt ID: 290226 UST ID: 108200 Al Number: 48196 Tank ID: 5 Compartment ID: A Self Cert ID: 18554 Cert ID: 98429 UST Comprt ID: 290230 UST ID: 108200 Al Number: 48196 Tank ID: 5 Compartment ID: A Install Date: 01/01/1985 Tank Registration Date: 04/07/1989 Number of Compartments: 1 Tank Capacity: 5000 Tank Singlewall: N Tank Doublewall: N Pipe Type: Not reported UST ID: 125507 Facility ID: 63904 Ai Number: 48196 Tank Id: 313 Tank Status(Current): REMOVED FROM GROUND Tank Status Date: 10/01/1989 Empty: N Tank Regulatory Status: FULLY REGULATED Tank Int Prot(Internal Tank Lining Date): Not reported Piping Design(Single Wall): N Piping Design(Double Wall): N Tank Ext Cont(Fac-Built Nonmetallic Jacket): N Tank Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Tank Ext Cont(Tank Vault/Rigid Trench Liner): N Piping Ext Cont(Fac-Built Nonmetallic Jacket): N Piping Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Piping Ext Cont(Tank Vault/Rigid Trench Liner): N Tank Material(Steel): N Tank Material(Frp(Fi berglass-Reinforced Plastic): Y Tank Mat(Composite(Steel W/Ext Frp Cladding)): N Tank Mat(Concrete): N Tank Mat(Jacketed(Steel W/Ext Nonmetallic Jck)): N Tank Mat(Coated(Steel W/ExtPolyurethane Cladding)): N Piping Material(Steel): N Piping Mat(Frp(Fiberglass Reinforced Plastic): Y Piping Mat(Concrete): N Piping Mat(Jacketed(Steel W/Ext Nonmetallic Jacket)): N Piping Mat(Nonmetallic Flex Piping): N PipingConnect/Valves(Shear/Impact Valves(Under Disp)): N Piping Connect/Valves(Steel Swing-Joints(End Of Piping)): N Piping Connect/Valves(Flex Connectors(Ends Of Piping)): N Tank Corr Prot Meth(TCPM)(Cathodic-Field Installation): N TCPM(ExtDielectricCoat/Laminate/Tape/Wrap): N TC6745457.2s Page 135 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AFFORDABLE DETAIL (Continued) 0003413838 TCPM(Cathodic Prot-Faclnstallation): N TCPM(Composite Tank(Steel W/Frp Ext Laminate): N TCPMeth(Coated Tank(Steel W/ExtPolyurethaneLaminate): N TCPM(FRP Tank Or Piping(Noncorrodible)): Y TCPM(Ext Nonmetallic Jacket): N TCPMeth(Unnecessary Per Corrosion Prot Spec): N Piping Corr Prot Meth(Dielectric Coat/Laminate/Tape/Wrap): N Piping Corr Prot Method(PCPM)(Cathodic Factory Install): N PCPM(Cathodic Prot-Field Install): N PCPMethod(FRP Tank Or Piping(Noncorrodible): N PCPM(Nonmetallic FlexPiping(Noncorrodible)): N PCPMeth(Isolated Open Area/2nd Containment): N PCPM(Dual Protected): N PCPM(Unnec Per Corrosion Prot Specialist): N Tank Corr Prot Compliance Flag: Y Piping Corr Prot Compliance Flag: N Tank Corrosion Prot Variance: N Piping Corrosion Prot Variance: N Temp Out Of Service Compliance: N Technical Compliance Flag: N Tank Tested Flag: N Installation Signature Date: 12/20/1990 Compartment Records: TanklD: 3B Tank Capacity: 5000 UST Comprt ID: 77102 UST ID: 125507 Al Number: 48196 Compartment ID: A Substance Stored1: EMPTY Substance Stored2: Not reported Substance Stored3: Not reported CompartmentReleaseDetectionMethod(Vapor): N CRDM(GW Monitoring): N CRDM(Monitoring Of Secondary Cont Barrier): N CRDM(Auto Tank Gauge Test/Inv Control): N CRD M(interstitial Monitoring SecWall/Jacket): N CRDM(Wkly Manual Gauging(Tanks<=1000 G): N CRDM(Mthly Tank Gauging(Emer Gen Tanks): N CRDM(Sir(Stat Inv Reconciliation)/Inv Control): N PipingReleaseDetectionMethod(PRDM)(Vapor): N PRD M(Groundwater Monitoring): N PRDM(Monitoring Sec Containment Barrier): N PRDM(InterstitialMonitoring w/in SecWall/Jacket): N PRDM(Mthly Piping Tightness Test)@.2Gph: N PRDM(AnnualPipingTightTest/ElecMon@.1Gph: N PRDM(TriennialTightTest(Suction/GravityPiping): N PRDM AutoLineLeakDet(3.0 Gph PressPiping): N PRDM(Sir(Statlnv Recon)/Inv Control)): N PRDM(Exempt System Suction: N Spill Overfill Prevention Equip(SOPE): N SOPE(Spill Cont/Bucket/Sump): N SOPE(DelShut-Off Valve)): N SOPE(FlowRestrictorValue: N SOPE(Alarm(Set@<=90%)W/3a Or 3b: N SOPE(N/A Deliveries To Tank<=25G): N Compartment Release Det Compliance Flag: N TC6745457.2s Page 136 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AFFORDABLE DETAIL (Continued) 0003413838 Piping Release Detection Compliance Flag): N Spill/Overfill PreventionCompliance Flag: N Compartment Release Detection Variance: N Piping Release Detection Variance: N Spill And Overfill Prevention Variance: N Stage I Vapor Recovery: Not reported Stage 1 Installation Date: Not reported TanklD: 3B Tank Capacity: 5000 UST Comprt ID: 77102 UST ID: 125507 Al Number: 48196 Compartment ID: A Substance Storedl: EMPTY Substance Storedl: Not reported Substance Stored3: Not reported CompartmentReleaseDetectionMethod(Vapor): N CRDM(GW Monitoring): N CRDM(Monitoring Of Secondary Cont Barrier): N CRDM(Auto Tank Gauge Test/Inv Control): N CRD M(interstitial Monitoring SecWall/Jacket): N CRDM(Wkly Manual Gauging(Tanks<=1000 G): N CRDM(Mthly Tank Gauging(Emer Gen Tanks): N CRDM(Sir(Stat Inv Reconciliation)/Inv Control): N PipingReleaseDetectionMethod(PRDM)(Vapor): N PRD M(Groundwater Monitoring): N PRDM(Monitoring Sec Containment Barrier): N PRDM(InterstitialMonitoring w/in SecWall/Jacket): N PRDM(Mthly Piping Tightness Test)@.2Gph: N PRDM(AnnualPipingTightTest/ElecMon@.1Gph: N PRDM(TriennialTightTest(Suction/GravityPiping): N PRDM AutoLineLeakDet(3.0 Gph PressPiping): N PRDM(Sir(Statlnv Recon)/Inv Control)): N PRDM(Exempt System Suction: N Spill Overfill Prevention Equip(SOPE): N SOPE(Spill Cont/Bucket/Sump): N SOPE(DelShut-Off Valve)): N SOPE(FlowRestrictorValue: N SOPE(Alarm(Set@<=90%)W/3a Or 3b: N SOPE(N/A Deliveries To Tank<=25G): N Compartment Release Det Compliance Flag: N Piping Release Detection Compliance Flag): N Spill/OverfillPreventionCompliance Flag: N Compartment Release Detection Variance: N Piping Release Detection Variance: N Spill And Overfill Prevention Variance: N Stage I Vapor Recovery: Not reported Stage 1 Installation Date: Not reported More Self Certification: Self Cert ID: 18554 Cert ID: 98427 UST Comprt ID: 290228 UST ID: 108200 Al Number: 48196 Tank ID: 5 TC6745457.2s Page 137 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AFFORDABLE DETAIL (Continued) 0003413838 Compartment ID: A Self Cert ID: 18554 Cert ID: 98428 UST Comprt ID: 290229 UST ID: 108200 Al Number: 48196 Tank ID: 5 Compartment ID: A Self Cert ID: 18554 Cert ID: 98432 UST Comprt ID: 290225 UST ID: 108200 Al Number: 48196 Tank ID: 5 Compartment ID: A Self Cert ID: 18554 Cert ID: 98430 UST Comprt ID: 290227 UST ID: 108200 Al Number: 48196 Tank ID: 5 Compartment ID: A Self Cert ID: 18554 Cert ID: 98431 UST Comprt ID: 290226 UST ID: 108200 Al Number: 48196 Tank ID: 5 Compartment ID: A Self Cert ID: 18554 Cert ID: 98429 UST Comprt ID: 290230 UST ID: 108200 Al Number: 48196 Tank ID: 5 Compartment ID: A Install Date: 01/01/1969 Tank Registration Date: 04/07/1989 Number of Compartments: 1 Tank Capacity: 6000 Tank Singlewall: N Tank Doublewall: N Pipe Type: Not reported UST ID: 125505 Facility ID: 63904 Ai Number: 48196 Tank Id: 113 Tank Status(Current): REMOVED FROM GROUND Tank Status Date: 10/01/1989 Empty: N TC6745457.2s Page 138 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AFFORDABLE DETAIL (Continued) 0003413838 Tank Regulatory Status: FULLY REGULATED Tank Int Prot(Internal Tank Lining Date): Not reported Piping Design(Single Wall): N Piping Design(Double Wall): N Tank Ext Cont(Fac-Built Nonmetallic Jacket): N Tank Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Tank Ext Cont(Tank Vault/Rigid Trench Liner): N Piping Ext Cont(Fac-Built Nonmetallic Jacket): N Piping Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Piping Ext Cont(Tank Vault/Rigid Trench Liner): N Tank Material(Steel): Y Tank Material(Frp(Fi berglass-Reinforced Plastic): N Tank Mat(Composite(Steel W/Ext Frp Cladding)): N Tank Mat(Concrete): N Tank Mat(Jacketed(Steel W/Ext Nonmetallic Jck)): N Tank Mat(Coated(Steel W/ExtPolyurethane Cladding)): N Piping Material(Steel): Y Piping Mat(Frp(Fiberglass Reinforced Plastic): N Piping Mat(Concrete): N Piping Mat(Jacketed(Steel W/Ext Nonmetallic Jacket)): N Piping Mat(Nonmetallic Flex Piping): N PipingConnect/Valves(Shear/Impact Valves(Under Disp)): N Piping Connect/Valves(Steel Swing-Joints(End Of Piping)): N Piping Connect/Valves(Flex Connectors(Ends Of Piping)): N Tank Corr Prot Meth(TCPM)(Cathodic-Field Installation): N TCPM(ExtDielectricCoat/Laminate/Tape/Wrap): N TCPM(Cathodic Prot-Faclnstallation): N TCPM(Composite Tank(Steel W/Frp Ext Laminate): N TCPMeth(Coated Tank(Steel W/ExtPolyurethaneLaminate): N TCPM(FRP Tank Or Piping(Noncorrodible)): N TCPM(Ext Nonmetallic Jacket): N TCPMeth(Unnecessary Per Corrosion Prot Spec): N Piping Corr Prot Meth(Dielectric Coat/Laminate/Tape/Wrap): N Piping Corr Prot Method(PCPM)(Cathodic Factory Install): N PCPM(Cathodic Prot-Field Install): N PCPMethod(FRP Tank Or Piping(Noncorrodible): N PCPM(Nonmetallic FlexPiping(Noncorrodible)): N PCPMeth(Isolated Open Area/2nd Containment): N PCPM(Dual Protected): N PCPM(Unnec Per Corrosion Prot Specialist): N Tank Corr Prot Compliance Flag: N Piping Corr Prot Compliance Flag: N Tank Corrosion Prot Variance: N Piping Corrosion Prot Variance: N Temp Out Of Service Compliance: N Technical Compliance Flag: N Tank Tested Flag: N Installation Signature Date: 12/20/1990 Compartment Records: Tank ID: 113 Tank Capacity: 6000 UST Comprt ID: 77100 UST ID: 125505 Al Number: 48196 Compartment ID: A Substance Storedl: EMPTY Substance Stored2: Not reported TC6745457.2s Page 139 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AFFORDABLE DETAIL (Continued) 0003413838 Substance Stored3: Not reported CompartmentReleaseDetectionMethod(Vapor): N CRDM(GW Monitoring): N CRDM(Monitoring Of Secondary Cont Barrier): N CRDM(Auto Tank Gauge Test/Inv Control): N CRD M(interstitial Monitoring SecWall/Jacket): N CRDM(Wkly Manual Gauging(Tanks-1000 G): N CRDM(Mthly Tank Gauging(Emer Gen Tanks): N CRDM(Sir(Stat Inv Reconciliation)/Inv Control): N PipingReleaseDetectionMethod(PRDM)(Vapor): N PRD M(Groundwater Monitoring): N PRDM(Monitoring Sec Containment Barrier): N PRDM(InterstitialMonitoring w/in SecWall/Jacket): N PRDM(Mthly Piping Tightness Test)@.2Gph: N PRDM(AnnualPipingTightTest/ElecMon@.1 Gph: N PRDM(TriennialTightTest(Suction/GravityPiping): N PRDM AutoLineLeakDet(3.0 Gph PressPiping): N PRDM(Sir(Statlnv Recon)/Inv Control)): N PRDM(Exempt System Suction: N Spill Overfill Prevention Equip(SOPE): N SOPE(Spill Cont/Bucket/Sump): N SOPE(DelShut-Off Valve)): N SOPE(FlowRestrictorValue: N SOPE(Alarm(Set@-90%)W/3a Or 3b: N SOPE(N/A Deliveries To Tank-25G): N Compartment Release Det Compliance Flag: N Piping Release Detection Compliance Flag): N Spill/OverfillPreventionCompliance Flag: N Compartment Release Detection Variance: N Piping Release Detection Variance: N Spill And Overfill Prevention Variance: N Stage I Vapor Recovery: Not reported Stage 1 Installation Date: Not reported Tank ID: 1B Tank Capacity: 6000 UST Comprt ID: 77100 UST ID: 125505 Al Number: 48196 Compartment ID: A Substance Storedl: EMPTY Substance Stored2: Not reported Substance Stored3: Not reported CompartmentRelease Detection Method(Vapor): N CRDM(GW Monitoring): N CRDM(Monitoring Of Secondary Cont Barrier): N CRDM(Auto Tank Gauge Test/Inv Control): N CRD M(interstitial Monitoring SecWall/Jacket): N CRDM(Wkly Manual Gauging(Tanks-1000 G): N CRDM(Mthly Tank Gauging(Emer Gen Tanks): N CRDM(Sir(Stat Inv Reconciliation)/Inv Control): N PipingReleaseDetectionMethod(PRDM)(Vapor): N PRD M(Groundwater Monitoring): N PRDM(Monitoring Sec Containment Barrier): N PRDM(InterstitialMonitoring w/in SecWall/Jacket): N PRDM(Mthly Piping Tightness Test)@.2Gph: N PRDM(AnnualPipingTightTest/ElecMon@.1 Gph: N TC6745457.2s Page 140 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AFFORDABLE DETAIL (Continued) 0003413838 PRDM(TriennialTightTest(Suction/GravityPiping): N PRDM AutoLineLeakDet(3.0 Gph PressPiping): N PRDM(Sir(Statlnv Recon)/Inv Control)): N PRDM(Exempt System Suction: N Spill Overfill Prevention Equip(SOPE): N SOPE(Spill Cont/Bucket/Sump): N SOPE(DelShut-Off Valve)): N SOPE(FlowRestrictorValue: N SOPE(Alarm(Set@<=90%)W/3a Or 3b: N SOPE(N/A Deliveries To Tank<=25G): N Compartment Release Det Compliance Flag: N Piping Release Detection Compliance Flag): N Spill/OverfillPreventionCompliance Flag: N Compartment Release Detection Variance: N Piping Release Detection Variance: N Spill And Overfill Prevention Variance: N Stage I Vapor Recovery: Not reported Stage 1 Installation Date: Not reported More Self Certification: Self Cert ID: 18554 Cert ID: 98427 UST Comprt ID: 290228 UST ID: 108200 Al Number: 48196 Tank ID: 5 Compartment ID: A Self Cert ID: 18554 Cert ID: 98428 UST Comprt ID: 290229 UST ID: 108200 Al Number: 48196 Tank ID: 5 Compartment ID: A Self Cert ID: 18554 Cert ID: 98432 UST Comprt ID: 290225 UST ID: 108200 Al Number: 48196 Tank ID: 5 Compartment ID: A Self Cert ID: 18554 Cert ID: 98430 UST Comprt ID: 290227 UST ID: 108200 Al Number: 48196 Tank ID: 5 Compartment ID: A Self Cert ID: 18554 Cert ID: 98431 UST Comprt ID: 290226 UST ID: 108200 Al Number: 48196 TC6745457.2s Page 141 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AFFORDABLE DETAIL (Continued) 0003413838 Tank ID: 5 Compartment ID: A Self Cert ID: 18554 Cert ID: 98429 UST Comprt ID: 290230 UST ID: 108200 Al Number: 48196 Tank ID: 5 Compartment ID: A Install Date: 01/01/1969 Tank Registration Date: 04/07/1989 Number of Compartments: 1 Tank Capacity: 6000 Tank Singlewall: N Tank Doublewall: N Pipe Type: Not reported UST ID: 125506 Facility ID: 63904 Ai Number: 48196 Tank Id: 213 Tank Status(Current): REMOVED FROM GROUND Tank Status Date: 10/01/1989 Empty: N Tank Regulatory Status: FULLY REGULATED Tank Int Prot(Internal Tank Lining Date): Not reported Piping Design(Single Wall): N Piping Design(Double Wall): N Tank Ext Cont(Fac-Built Nonmetallic Jacket): N Tank Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Tank Ext Cont(Tank Vault/Rigid Trench Liner): N Piping Ext Cont(Fac-Built Nonmetallic Jacket): N Piping Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Piping Ext Cont(Tank Vault/Rigid Trench Liner): N Tank Material(Steel): Y Tank Material(Frp(Fi berglass-Reinforced Plastic): N Tank Mat(Composite(Steel W/Ext Frp Cladding)): N Tank Mat(Concrete): N Tank Mat(Jacketed(Steel W/Ext Nonmetallic Jck)): N Tank Mat(Coated(Steel W/ExtPolyurethane Cladding)): N Piping Material(Steel): Y Piping Mat(Frp(Fiberglass Reinforced Plastic): N Piping Mat(Concrete): N Piping Mat(Jacketed(Steel W/Ext Nonmetallic Jacket)): N Piping Mat(Nonmetallic Flex Piping): N PipingConnect/Valves(Shear/Impact Valves(Under Disp)): N Piping Connect/Valves(Steel Swing-Joints(End Of Piping)): N Piping Connect/Valves(Flex Connectors(Ends Of Piping)): N Tank Corr Prot Meth(TCPM)(Cathodic-Field Installation): N TCPM(ExtDielectricCoat/Laminate/Tape/Wrap): N TCPM(Cathodic Prot-Faclnstallation): N TCPM(Composite Tank(Steel W/Frp Ext Laminate): N TCPMeth(Coated Tank(Steel W/ExtPolyurethaneLaminate): N TCPM(FRP Tank Or Piping(Noncorrodible)): N TCPM(Ext Nonmetallic Jacket): N TC6745457.2s Page 142 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AFFORDABLE DETAIL (Continued) 0003413838 TCPMeth(Unnecessary Per Corrosion Prot Spec): N Piping Corr Prot Meth(Dielectric Coat/Laminate/Tape/Wrap): N Piping Corr Prot Method(PCPM)(Cathodic Factory Install): N PCPM(Cathodic Prot-Field Install): N PCPMethod(FRP Tank Or Piping(Noncorrodible): N PCPM(Nonmetallic FlexPiping(Noncorrodible)): N PCPMeth(Isolated Open Area/2nd Containment): N PCPM(Dual Protected): N PCPM(Unnec Per Corrosion Prot Specialist): N Tank Corr Prot Compliance Flag: N Piping Corr Prot Compliance Flag: N Tank Corrosion Prot Variance: N Piping Corrosion Prot Variance: N Temp Out Of Service Compliance: N Technical Compliance Flag: N Tank Tested Flag: N Installation Signature Date: 12/20/1990 Compartment Records: TanklD: 2B Tank Capacity: 6000 UST Comprt ID: 77101 UST ID: 125506 Al Number: 48196 Compartment ID: A Substance Stored1: EMPTY Substance Stored2: Not reported Substance Stored3: Not reported CompartmentReleaseDetectionMethod(Vapor): N CRDM(GW Monitoring): N CRDM(Monitoring Of Secondary Cont Barrier): N CRDM(Auto Tank Gauge Test/Inv Control): N CRD M(interstitial Monitoring SecWall/Jacket): N CRDM(Wkly Manual Gauging(Tanks<=1000 G): N CRDM(Mthly Tank Gauging(Emer Gen Tanks): N CRDM(Sir(Stat Inv Reconciliation)/Inv Control): N PipingReleaseDetectionMethod(PRDM)(Vapor): N PRD M(Groundwater Monitoring): N PRDM(Monitoring Sec Containment Barrier): N PRDM(InterstitialMonitoring w/in SecWall/Jacket): N PRDM(Mthly Piping Tightness Test)@.2Gph: N PRDM(AnnualPipingTightTest/ElecMon@.1Gph: N PRDM(TriennialTightTest(Suction/GravityPiping): N PRDM AutoLineLeakDet(3.0 Gph PressPiping): N PRDM(Sir(Statlnv Recon)/Inv Control)): N PRDM(Exempt System Suction: N Spill Overfill Prevention Equip(SOPE): N SOPE(Spill Cont/Bucket/Sump): N SOPE(DelShut-Off Valve)): N SOPE(FlowRestrictorValue: N SOPE(Alarm(Set@<=90%)W/3a Or 3b: N SOPE(N/A Deliveries To Tank<=25G): N Compartment Release Det Compliance Flag: N Piping Release Detection Compliance Flag): N Spill/OverfillPreventionCompliance Flag: N Compartment Release Detection Variance: N Piping Release Detection Variance: N Spill And Overfill Prevention Variance: N TC6745457.2s Page 143 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AFFORDABLE DETAIL (Continued) 0003413838 Stage I Vapor Recovery: Not reported Stage 1 Installation Date: Not reported TanklD: 2B Tank Capacity: 6000 UST Comprt ID: 77101 UST ID: 125506 Al Number: 48196 Compartment ID: A Substance Stored1: EMPTY Substance Stored2: Not reported Substance Stored3: Not reported CompartmentReleaseDetectionMethod(Vapor): N CRDM(GW Monitoring): N CRDM(Monitoring Of Secondary Cont Barrier): N CRDM(Auto Tank Gauge Test/Inv Control): N CRD M(interstitial Monitoring SecWall/Jacket): N CRDM(Wkly Manual Gauging(Tanks<=1000 G): N CRDM(Mthly Tank Gauging(Emer Gen Tanks): N CRDM(Sir(Stat Inv Reconciliation)/Inv Control): N PipingReleaseDetectionMethod(PRDM)(Vapor): N PRD M(Groundwater Monitoring): N PRDM(Monitoring Sec Containment Barrier): N PRDM(InterstitialMonitoring w/in SecWall/Jacket): N PRDM(Mthly Piping Tightness Test)@.2Gph: N PRDM(AnnualPipingTightTest/ElecMon@.1Gph: N PRDM(TriennialTightTest(Suction/GravityPiping): N PRDM AutoLineLeakDet(3.0 Gph PressPiping): N PRDM(Sir(Statlnv Recon)/Inv Control)): N PRDM(Exempt System Suction: N Spill Overfill Prevention Equip(SOPE): N SOPE(Spill Cont/Bucket/Sump): N SOPE(DelShut-Off Valve)): N SOPE(FlowRestrictorValue: N SOPE(Alarm(Set@<=90%)W/3a Or 3b: N SOPE(N/A Deliveries To Tank<=25G): N Compartment Release Det Compliance Flag: N Piping Release Detection Compliance Flag): N Spill/OverfillPreventionCompliance Flag: N Compartment Release Detection Variance: N Piping Release Detection Variance: N Spill And Overfill Prevention Variance: N Stage I Vapor Recovery: Not reported Stage 1 Installation Date: Not reported More Self Certification: Self Cert ID: 18554 Cert ID: 98427 UST Comprt ID: 290228 UST ID: 108200 Al Number: 48196 Tank ID: 5 Compartment ID: A Self Cert ID: 18554 Cert ID: 98428 UST Comprt ID: 290229 TC6745457.2s Page 144 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AFFORDABLE DETAIL (Continued) 0003413838 UST ID: 108200 Al Number: 48196 Tank ID: 5 Compartment ID: A Self Cert ID: 18554 Cert ID: 98432 UST Comprt ID: 290225 UST ID: 108200 Al Number: 48196 Tank ID: 5 Compartment ID: A Self Cert ID: 18554 Cert ID: 98430 UST ComprtlD: 290227 UST ID: 108200 Al Number: 48196 Tank ID: 5 Compartment ID: A Self Cert ID: 18554 Cert ID: 98431 UST ComprtlD: 290226 UST ID: 108200 Al Number: 48196 Tank ID: 5 Compartment ID: A Self Cert ID: 18554 Cert ID: 98429 UST ComprtlD: 290230 UST ID: 108200 Al Number: 48196 Tank ID: 5 Compartment ID: A Construction Notification: NOC ID: 6954 Facility ID: 63904 Al Number: 48196 Application Received Date: 04/03/2006 Scheduled Construction Date: 04/10/2006 UST Improvement: N UST Installation: N UST Removal: Y UST Repair: N UST Return To Service: N UST Replacement: N UST Abandonment: N UST Stage I: N AST Installation: N AST Stage I: N Historical Tracking Number: M60403002 Waiver Flag: N Late Filing Flag: Y TC6745457.2s Page 145 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AFFORDABLE DETAIL (Continued) 0003413838 Form Received Date: Not reported Signature Date On Form: Not reported Signature Name On Form: Not reported Signature Company On Form: Not reported Signature Title On Form: Not reported Signature Role: Not reported Owner Name At Time Of Construction: Not reported Owner CN At Time Of Construction: Not reported Owner AR At Time Of Construction: 62307 General Desc Of Prop Construct: Not reported Facility Billing Contacts: Contact Organization Name: LILIENTHAL HAK SUN Contact Mailing Address(Delivery): 2006 MUSSETT ST Contact Mailing Address(Internal Delivery): Not reported Contact Mailing City/State/Zip: CORPUS CHRISTI,TX 78408 4057 Phone Number/Ext: / Contact Fax Number/Ext: / Contact Email Address: Not reported Contact Address Deliverable: Y Facility ID: 63904 Additional ID: 959180052002118 PrincID: 988605242004082 Al Number: 48196 Facility Name: AFFORDABLE DETAIL AR Number: Not reported AR UST Number Suffix: Not reported AR AST Number Suffix: Not reported Contact Name/Title: DAMMIE LILENTHAL/ DRYCLEANERS: Name: PEERLESS CLEANERS 19 Address: 2806 SANTA FE ST City,State,Zip: CORPUS CHRISTI,TX 78404 RN Number: RN102049897 Region: REGION 14-CORPUS CHRISTI CN Number: CN602461378 DCR Number: DCR10883 AR Number: 24001071 Principal Name: JOHNSON PEERLESS INC Bill Addr1: 3434 S STAPLES ST Bill Addr2: Not reported Bill City/State/Zip: CORPUS CHRISTI,TX 78411 2553 EMail: DOUG@PEERLESSCLEANERS.COM Phone Number: 361 7744141 Site Name: Not reported Site Type: DROP STATION REGISTRATION Site Status: ACTIVE Fiscal Year: FY2021 Solvent: Not reported Gallons: Not reported Part Stat: NO Gross Receipts: >$150,000 Name: PEERLESS CLEANERS 19 TC6745457.2s Page 146 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AFFORDABLE DETAIL (Continued) 0003413838 Address: 2806 SANTA FE ST City,State,Zip: CORPUS CHRISTI,TX 78404 RN Number: RN102049897 Region: 14 CN Number: CN602461378 DCR Number: Not reported AR Number: 24001071 Principal Name: JOHNSON-PEERLESS INC Bill Addr1: 3434 S STAPLES ST Bill Addr2: Not reported Bill City/State/Zip: CORPUS CHRISTI,TX 78411 2553 EMail: DOUG@PEERLESSCLEANERS.COM Phone Number: 361 7744141 Site Name: PEERLESS CLEANERS 19 Site Type: DROP STATION REGISTRATION Site Status: ACTIVE Fiscal Year: FY2011 Solvent: Not reported Gallons: Not reported Part Stat: NO Gross Receipts: $150,000 OR LESS Name: PEERLESS CLEANERS 19 Address: 2806 SANTA FE ST City,State,Zip: CORPUS CHRISTI,TX 78404 RN Number: RN102049897 Region: 14 CN Number: CN602461378 DCR Number: Not reported AR Number: 24001071 Principal Name: JOHNSON-PEERLESS INC Bill Addr1: 3434 S STAPLES ST Bill Addr2: Not reported Bill City/State/Zip: CORPUS CHRISTI,TX 78411 2553 EMail: DOUG@PEERLESSCLEANERS.COM Phone Number: 361 7744141 Site Name: PEERLESS CLEANERS 19 Site Type: DROP STATION REGISTRATION Site Status: ACTIVE Fiscal Year: FY2012 Solvent: Not reported Gallons: Not reported Part Stat: NO Gross Receipts: >$150,000 Name: PEERLESS CLEANERS 19 Address: 2806 SANTA FE ST City,State,Zip: CORPUS CHRISTI,TX 78404 RN Number: RN102049897 Region: 14 CN Number: CN602461378 DCR Number: Not reported AR Number: 24001071 Principal Name: JOHNSON-PEERLESS INC Bill Addr1: 3434 S STAPLES ST Bill Addr2: Not reported Bill City/State/Zip: CORPUS CHRISTI,TX 78411 2553 TC6745457.2s Page 147 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AFFORDABLE DETAIL (Continued) 0003413838 EMail: DOUG@PEERLESSCLEANERS.COM Phone Number: 361 7744141 Site Name: PEERLESS CLEANERS 19 Site Type: DROP STATION REGISTRATION Site Status: ACTIVE Fiscal Year: FY2013 Solvent: Not reported Gallons: Not reported Part Stat: NO Gross Receipts: >$150,000 Name: PEERLESS CLEANERS 19 Address: 2806 SANTA FE ST City,State,Zip: CORPUS CHRISTI,TX 78404 RN Number: RN102049897 Region: 14 CN Number: CN602461378 DCR Number: Not reported AR Number: 24001071 Principal Name: JOHNSON-PEERLESS INC Bill Addr1: 3434 S STAPLES ST Bill Addr2: Not reported Bill City/State/Zip: CORPUS CHRISTI,TX 78411 2553 EMail: DOUG@PEERLESSCLEANERS.COM Phone Number: 361 7744141 Site Name: PEERLESS CLEANERS 19 Site Type: DROP STATION REGISTRATION Site Status: ACTIVE Fiscal Year: FY2014 Solvent: Not reported Gallons: Not reported Part Stat: NO Gross Receipts: >$150,000 Name: PEERLESS CLEANERS 19 Address: 2806 SANTA FE ST City,State,Zip: CORPUS CHRISTI,TX 78404 RN Number: RN102049897 Region: REGION 14-CORPUS CHRISTI CN Number: CN602461378 DCR Number: DCR10883 AR Number: 24001071 Principal Name: JOHNSON PEERLESS INC Bill Addr1: 3434 S STAPLES ST Bill Addr2: Not reported Bill City/State/Zip: CORPUS CHRISTI,TX 78411 2553 EMail: DOUG@PEERLESSCLEANERS.COM Phone Number: 361 7744141 Site Name: Not reported Site Type: DROP STATION REGISTRATION Site Status: ACTIVE Fiscal Year: FY2020 Solvent: Not reported Gallons: Not reported Part Stat: NO Gross Receipts: >$150,000 TC6745457.2s Page 148 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AFFORDABLE DETAIL (Continued) 0003413838 Name: PEERLESS CLEANERS 19 Address: 2806 SANTA FE ST City,State,Zip: CORPUS CHRISTI,TX 78404 RN Number: RN102049897 Region: REGION 14-CORPUS CHRISTI CN Number: CN602461378 DCR Number: DCR10883 AR Number: 24001071 Principal Name: JOHNSON PEERLESS INC Bill Addr1: 3434 S STAPLES ST Bill Addr2: Not reported Bill City/State/Zip: CORPUS CHRISTI,TX 78411 2553 EMail: DOUG@PEERLESSCLEANERS.COM Phone Number: 361 7744141 Site Name: Not reported Site Type: DROP STATION REGISTRATION Site Status: ACTIVE Fiscal Year: FY2019 Solvent: Not reported Gallons: Not reported Part Stat: NO Gross Receipts: >$150,000 Name: PEERLESS CLEANERS 19 Address: 2806 SANTA FE ST City,State,Zip: CORPUS CHRISTI,TX 78404 RN Number: RN102049897 Region: REGION 14-CORPUS CHRISTI CN Number: CN602461378 DCR Number: DCR10883 AR Number: 24001071 Principal Name: JOHNSON-PEERLESS INC Bill Addr1: 3434 S STAPLES ST Bill Addr2: Not reported Bill City/State/Zip: CORPUS CHRISTI,TX 78411 2553 EMail: DOUG@PEERLESSCLEANERS.COM Phone Number: 361 7744141 Site Name: Not reported Site Type: DROP STATION REGISTRATION Site Status: ACTIVE Fiscal Year: FY2015 Solvent: Not reported Gallons: Not reported Part Stat: NO Gross Receipts: >$150,000 Name: PEERLESS CLEANERS 19 Address: 2806 SANTA FE ST City,State,Zip: CORPUS CHRISTI,TX 78404 RN Number: RN102049897 Region: REGION 14-CORPUS CHRISTI CN Number: CN602461378 DCR Number: DCR10883 AR Number: 24001071 Principal Name: JOHNSON PEERLESS INC Bill Addr1: 3434 S STAPLES ST Bill Addr2: Not reported TC6745457.2s Page 149 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AFFORDABLE DETAIL (Continued) 0003413838 Bill City/State/Zip: CORPUS CHRISTI,TX 78411 2553 EMail: ANITA@PEERLESSCLEANERS.COM Phone Number: 361 8544972 Site Name: Not reported Site Type: DROP STATION REGISTRATION Site Status: ACTIVE Fiscal Year: FY2018 Solvent: Not reported Gallons: Not reported Part Stat: NO Gross Receipts: >$150,000 Name: PEERLESS CLEANERS 19 Address: 2806 SANTA FE ST City,State,Zip: CORPUS CHRISTI,TX 78404 RN Number: RN102049897 Region: REGION 14-CORPUS CHRISTI CN Number: CN602461378 DCR Number: DCR10883 AR Number: 24001071 Principal Name: JOHNSON PEERLESS INC Bill Addr1: 3434 S STAPLES ST Bill Addr2: Not reported Bill City/State/Zip: CORPUS CHRISTI,TX 78411 2553 EMail: ANITA@PEERLESSCLEANERS.COM Phone Number: 361 8544972 Site Name: Not reported Site Type: DROP STATION REGISTRATION Site Status: ACTIVE Fiscal Year: FY2017 Solvent: Not reported Gallons: Not reported Part Stat: NO Gross Receipts: >$150,000 Name: PEERLESS CLEANERS 19 Address: 2806 SANTA FE ST City,State,Zip: CORPUS CHRISTI,TX 78404 RN Number: RN102049897 Region: REGION 14-CORPUS CHRISTI CN Number: CN602461378 DCR Number: DCR10883 AR Number: 24001071 Principal Name: JOHNSON PEERLESS INC Bill Addr1: 3434 S STAPLES ST Bill Addr2: Not reported Bill City/State/Zip: CORPUS CHRISTI,TX 78411 2553 EMail: DOUG@PEERLESSCLEANERS.COM Phone Number: 361 7744141 Site Name: Not reported Site Type: DROP STATION REGISTRATION Site Status: ACTIVE Fiscal Year: FY2016 Solvent: Not reported Gallons: Not reported Part Stat: NO Gross Receipts: >$150,000 TC6745457.2s Page 150 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AFFORDABLE DETAIL (Continued) 0003413838 COMP HIST: RN Number: RN102049897 Name: PEERLESS CLEANERS 19 Address: 2806 SANTA FE ST City,State,Zip: TX 78404 Region: REGION 14-CORPUS CHRISTI CN Number: CN601470891 CN Name: MAVERICK MARKETS INC CN Rating: 0 Classification: UNCLASSIFIED Date Calculated: 09/01/2020 Date Published to Web: 11/15/2020 Rating: 0 Classification 2: UNCLASSIFIED Date Rated 2: 09/01/2020 Date Published to Web 2: 11/15/2020 NAICS Code: 812320 SIC Code: 6552 Related Number: DCR10883,DCR10883 RN Number: RN102049897 Name: PEERLESS CLEANERS 19 Address: 2806 SANTA FE ST City,State,Zip: TX 78404 Region: REGION 14-CORPUS CHRISTI CN Number: CN602461378 CN Name: JOHNSON PEERLESS INC CN Rating: 0 Classification: UNCLASSIFIED Date Calculated: 09/01/2020 Date Published to Web: 11/15/2020 Rating: 0 Classification 2: UNCLASSIFIED Date Rated 2: 09/01/2020 Date Published to Web 2: 11/15/2020 NAICS Code: 812320 SIC Code: 3053 Related Number: DCR10883,DCR10883 RN Number: RN102049897 Name: PEERLESS CLEANERS 19 Address: 2806 SANTA FE ST City,State,Zip: TX 78404 Region: REGION 14-CORPUS CHRISTI CN Number: CN602593147 CN Name: LI LIENTHAL, HAK SUN CN Rating: 0 Classification: UNCLASSIFIED Date Calculated: 09/01/2020 Date Published to Web: 11/16/2020 Rating: 0 Classification 2: UNCLASSIFIED Date Rated 2: 09/01/2020 Date Published to Web 2: 11/15/2020 NAICS Code: 812320 SIC Code: 1629 Related Number: DCR10883,DCR10883 TC6745457.2s Page 151 } F- F O W Cl) J Z N ¢ LL F- U) z 6 W W ❑ O co v � co 0 N n N L2 N d N N LO Ln -j � J U') C F n co z U w Q F X z w w F w w F w m of px O ❑ cn ¢ K °' z O n O O } < w ¢ x O w U J Cn ¢ z ❑ ¢ z 2 W 0_ J TZ O co U ❑ = w O Un < n O ¢ a a C:) L U) 00 O w 00 O K O N LL O W Z } � w F CD U = LL rn r 00 �n LL 0 ❑ r- rn 00 Of CO CO ❑ N N C) w �0 0o N LL Lfl w Q _ W CD F F ❑ d' d' O x x n 0 O O O N fn (n > c CL IL C 0 � U U O O rn (n U 0 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING To maintain currency of the following federal and state databases, EDR contacts the appropriate governmental agency on a monthly or quarterly basis,as required. Number of Days to Update:Provides confirmation that EDR is reporting records that have been updated within 90 days from the date the government agency made the information available to the public. STANDARD ENVIRONMENTAL RECORDS Federal NPL site list NPL: National Priority List National Priorities List(Superfund).The NPL is a subset of CERCLIS and identifies over 1,200 sites for priority cleanup under the Superfund Program. NPL sites may encompass relatively large areas.As such, EDR provides polygon coverage for over 1,000 NPL site boundaries produced by EPA's Environmental Photographic Interpretation Center (EPIC)and regional EPA offices. Date of Government Version:07/29/2021 Source: EPA Date Data Arrived at EDR:08/04/2021 Telephone: N/A Date Made Active in Reports:08/31/2021 Last EDR Contact: 11/05/2021 Number of Days to Update:27 Next Scheduled EDR Contact:01/10/2022 Data Release Frequency:Quarterly NPL Site Boundaries Sources: EPA's Environmental Photographic Interpretation Center(EPIC) Telephone:202-564-7333 EPA Region 1 EPA Region 6 Telephone 617-918-1143 Telephone:214-655-6659 EPA Region 3 EPA Region 7 Telephone 215-814-5418 Telephone:913-551-7247 EPA Region 4 EPA Region 8 Telephone 404-562-8033 Telephone:303-312-6774 EPA Region 5 EPA Region 9 Telephone 312-886-6686 Telephone:415-947-4246 EPA Region 10 Telephone 206-553-8665 Proposed NPL: Proposed National Priority List Sites A site that has been proposed for listing on the National Priorities List through the issuance of a proposed rule in the Federal Register.EPA then accepts public comments on the site, responds to the comments,and places on the NPL those sites that continue to meet the requirements for listing. Date of Government Version:07/29/2021 Source: EPA Date Data Arrived at EDR:08/04/2021 Telephone: N/A Date Made Active in Reports:08/31/2021 Last EDR Contact: 11/05/2021 Number of Days to Update:27 Next Scheduled EDR Contact:01/10/2022 Data Release Frequency:Quarterly NPL LIENS: Federal Superfund Liens Federal Superfund Liens.Under the authority granted the USEPA by CERCLA of 1980,the USEPA has the authority to file liens against real property in order to recover remedial action expenditures or when the property owner received notification of potential liability. USEPA compiles a listing of filed notices of Superfund Liens. TC6745457.2s Page GR-1 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 10/15/1991 Source: EPA Date Data Arrived at EDR:02/02/1994 Telephone: 202-564-4267 Date Made Active in Reports:03/30/1994 Last EDR Contact:08/15/2011 Number of Days to Update:56 Next Scheduled EDR Contact: 11/28/2011 Data Release Frequency: No Update Planned Federal Delisted NPL site list Delisted NPL: National Priority List Deletions The National Oil and Hazardous Substances Pollution Contingency Plan(NCP)establishes the criteria that the EPA uses to delete sites from the NPL. In accordance with 40 CFR 300.425.(e),sites may be deleted from the NPL where no further response is appropriate. Date of Government Version:07/29/2021 Source: EPA Date Data Arrived at EDR:08/04/2021 Telephone: N/A Date Made Active in Reports:08/31/2021 Last EDR Contact: 11/05/2021 Number of Days to Update:27 Next Scheduled EDR Contact:01/10/2022 Data Release Frequency:Quarterly Federal CERCLIS list FEDERAL FACILITY: Federal Facility Site Information listing A listing of National Priority List(NPL)and Base Realignment and Closure(BRAC)sites found in the Comprehensive Environmental Response,Compensation and Liability Information System(CERCLIS)Database where EPA Federal Facilities Restoration and Reuse Office is involved in cleanup activities. Date of Government Version:05/25/2021 Source: Environmental Protection Agency Date Data Arrived at EDR:06/24/2021 Telephone: 703-603-8704 Date Made Active in Reports:09/20/2021 Last EDR Contact: 10/01/2021 Number of Days to Update:88 Next Scheduled EDR Contact:01/10/2022 Data Release Frequency:Varies SEMS: Superfund Enterprise Management System SEMS(Superfund Enterprise Management System)tracks hazardous waste sites, potentially hazardous waste sites, and remedial activities performed in support of EPA's Superfund Program across the United States.The list was formerly know as CERCLIS,renamed to SEMS by the EPA in 2015.The list contains data on potentially hazardous waste sites that have been reported to the USEPA by states,municipalities, private companies and private persons, pursuant to Section 103 of the Comprehensive Environmental Response,Compensation,and Liability Act(CERCLA). This dataset also contains sites which are either proposed to or on the National Priorities List(NPL)and the sites which are in the screening and assessment phase for possible inclusion on the NPL. Date of Government Version:07/29/2021 Source: EPA Date Data Arrived at EDR:08/04/2021 Telephone: 800-424-9346 Date Made Active in Reports:08/31/2021 Last EDR Contact: 11/05/2021 Number of Days to Update:27 Next Scheduled EDR Contact:01/24/2022 Data Release Frequency:Quarterly Federal CERCLIS NFRAP site list SEMS-ARCHIVE: Superfund Enterprise Management System Archive TC6745457.2s Page GR-2 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING SEMS-ARCHIVE(Superfund Enterprise Management System Archive)tracks sites that have no further interest under the Federal Superfund Program based on available information.The list was formerly known as the CERCLIS-NFRAP, renamed to SEMS ARCHIVE by the EPA in 2015. EPA may perform a minimal level of assessment work at a site while it is archived if site conditions change and/or new information becomes available.Archived sites have been removed and archived from the inventory of SEMS sites.Archived status indicates that,to the best of EPA's knowledge, assessment at a site has been completed and that EPA has determined no further steps will be taken to list the site on the National Priorities List(NPL), unless information indicates this decision was not appropriate or other considerations require a recommendation for listing at a later time.The decision does not necessarily mean that there is no hazard associated with a given site;it only means that.based upon available information,the location is not judged to be potential NPL site. Date of Government Version:07/29/2021 Source: EPA Date Data Arrived at EDR:08/04/2021 Telephone: 800-424-9346 Date Made Active in Reports:08/31/2021 Last EDR Contact: 11/05/2021 Number of Days to Update:27 Next Scheduled EDR Contact:01/24/2022 Data Release Frequency:Quarterly Federal RCRA CORRACTS facilities list CORRACTS: Corrective Action Report CORRACTS identifies hazardous waste handlers with RCRA corrective action activity. Date of Government Version:09/13/2021 Source: EPA Date Data Arrived at EDR:09/15/2021 Telephone: 800-424-9346 Date Made Active in Reports: 10/12/2021 Last EDR Contact:09/15/2021 Number of Days to Update:27 Next Scheduled EDR Contact:01/03/2022 Data Release Frequency:Quarterly Federal RCRA non-CORRACTS TSD facilities list RCRA-TSDF: RCRA-Treatment,Storage and Disposal RCRAlnfo is EPA's comprehensive information system,providing access to data supporting the Resource Conservation and Recovery Act(RCRA)of 1976 and the Hazardous and Solid Waste Amendments(HSWA)of 1984.The database includes selective information on sites which generate,transport,store,treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act(RCRA).Transporters are individuals or entities that move hazardous waste from the generator offsite to a facility that can recycle,treat,store,or dispose of the waste.TSDFs treat,store,or dispose of the waste. Date of Government Version:09/13/2021 Source: Environmental Protection Agency Date Data Arrived at EDR:09/15/2021 Telephone: 214-665-6444 Date Made Active in Reports: 10/12/2021 Last EDR Contact:09/15/2021 Number of Days to Update:27 Next Scheduled EDR Contact:01/03/2022 Data Release Frequency:Quarterly Federal RCRA generators list RCRA-LQG: RCRA-Large Quantity Generators RCRAInfo is EPA's comprehensive information system,providing access to data supporting the Resource Conservation and Recovery Act(RCRA)of 1976 and the Hazardous and Solid Waste Amendments(HSWA)of 1984.The database includes selective information on sites which generate,transport,store,treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act(RCRA).Large quantity generators(LQGs)generate over 1,000 kilograms(kg)of hazardous waste,or over 1 kg of acutely hazardous waste per month. Date of Government Version:09/13/2021 Source: Environmental Protection Agency Date Data Arrived at EDR:09/15/2021 Telephone: 214-665-6444 Date Made Active in Reports: 10/12/2021 Last EDR Contact:09/15/2021 Number of Days to Update:27 Next Scheduled EDR Contact:01/03/2022 Data Release Frequency:Quarterly TC6745457.2s Page GR-3 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING RCRA-SQG: RCRA-Small Quantity Generators RCRAInfo is EPA's comprehensive information system,providing access to data supporting the Resource Conservation and Recovery Act(RCRA)of 1976 and the Hazardous and Solid Waste Amendments(HSWA)of 1984.The database includes selective information on sites which generate,transport,store,treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act(RCRA).Small quantity generators(SQGs)generate between 100 kg and 1,000 kg of hazardous waste per month. Date of Government Version:09/13/2021 Source: Environmental Protection Agency Date Data Arrived at EDR:09/15/2021 Telephone: 214-665-6444 Date Made Active in Reports: 10/12/2021 Last EDR Contact:09/15/2021 Number of Days to Update:27 Next Scheduled EDR Contact:01/03/2022 Data Release Frequency:Quarterly RCRA-VSQG: RCRA-Very Small Quantity Generators(Formerly Conditionally Exempt Small Quantity Generators) RCRAInfo is EPA's comprehensive information system,providing access to data supporting the Resource Conservation and Recovery Act(RCRA)of 1976 and the Hazardous and Solid Waste Amendments(HSWA)of 1984.The database includes selective information on sites which generate,transport,store,treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act(RCRA).Very small quantity generators(VSQGs)generate less than 100 kg of hazardous waste, or less than 1 kg of acutely hazardous waste per month. Date of Government Version:09/13/2021 Source: Environmental Protection Agency Date Data Arrived at EDR:09/15/2021 Telephone: 214-665-6444 Date Made Active in Reports: 10/12/2021 Last EDR Contact:09/15/2021 Number of Days to Update:27 Next Scheduled EDR Contact:01/03/2022 Data Release Frequency:Quarterly Federal institutional controls/engineering controls registries LUCIS: Land Use Control Information System LUCIS contains records of land use control information pertaining to the former Navy Base Realignment and Closure properties. Date of Government Version:07/12/2021 Source: Department of the Navy Date Data Arrived at EDR:08/06/2021 Telephone: 843-820-7326 Date Made Active in Reports: 10/22/2021 Last EDR Contact: 11/08/2021 Number of Days to Update:77 Next Scheduled EDR Contact:02/21/2022 Data Release Frequency:Varies US ENG CONTROLS: Engineering Controls Sites List A listing of sites with engineering controls in place. Engineering controls include various forms of caps,building foundations, liners,and treatment methods to create pathway elimination for regulated substances to enter environmental media or effect human health. Date of Government Version:05/17/2021 Source: Environmental Protection Agency Date Data Arrived at EDR:05/21/2021 Telephone: 703-603-0695 Date Made Active in Reports:08/11/2021 Last EDR Contact:08/23/2021 Number of Days to Update:82 Next Scheduled EDR Contact: 12/06/2021 Data Release Frequency:Varies US INST CONTROLS: Institutional Controls Sites List A listing of sites with institutional controls in place.Institutional controls include administrative measures, such as groundwater use restrictions,construction restrictions,property use restrictions,and post remediation care requirements intended to prevent exposure to contaminants remaining on site.Deed restrictions are generally required as part of the institutional controls. Date of Government Version:05/17/2021 Source: Environmental Protection Agency Date Data Arrived at EDR:05/21/2021 Telephone: 703-603-0695 Date Made Active in Reports:08/11/2021 Last EDR Contact:08/23/2021 Number of Days to Update:82 Next Scheduled EDR Contact: 12/06/2021 Data Release Frequency:Varies TC6745457.2s Page GR-4 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Federal ERNS list ERNS: Emergency Response Notification System Emergency Response Notification System. ERNS records and stores information on reported releases of oil and hazardous substances. Date of Government Version:06/14/2021 Source: National Response Center, United States Coast Guard Date Data Arrived at EDR:06/17/2021 Telephone: 202-267-2180 Date Made Active in Reports:08/17/2021 Last EDR Contact:09/21/2021 Number of Days to Update:61 Next Scheduled EDR Contact:01/03/2022 Data Release Frequency:Quarterly State-and tribal-equivalent NPL SHWS: State Superfund Registry State Hazardous Waste Sites.State hazardous waste site records are the states'equivalent to CERCLIS.These sites may or may not already be listed on the federal CERCLIS list. Priority sites planned for cleanup using state funds (state equivalent of Superfund)are identified along with sites where cleanup will be paid for by potentially responsible parties.Available information varies by state. Date of Government Version:03/31/2021 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR:06/22/2021 Telephone: 512-239-5680 Date Made Active in Reports:09/16/2021 Last EDR Contact:09/15/2021 Number of Days to Update:86 Next Scheduled EDR Contact:01/03/2022 Data Release Frequency:Semi-Annually State and tribal landfill and/or solid waste disposal site lists SWF/LF: Permitted Solid Waste Facilities Solid Waste Facilities/Landfill Sites.SWF/LF type records typically contain an inventory of solid waste disposal facilities or landfills in a particular state. Depending on the state,these may be active or inactive facilities or open dumps that failed to meet RCRA Subtitle D Section 4004 criteria for solid waste landfills or disposal sites. Date of Government Version:07/16/2021 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR:07/21/2021 Telephone: 512-239-6706 Date Made Active in Reports: 10/12/2021 Last EDR Contact: 10/18/2021 Number of Days to Update:83 Next Scheduled EDR Contact:01/31/2022 Data Release Frequency:Quarterly CLI: Closed Landfill Inventory Closed and abandoned landfills(permitted as well as unauthorized)across the state of Texas. For current information regarding any of the sites included in this database,contact the appropriate Council of Governments agency. Date of Government Version:08/30/1999 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR:09/28/2000 Telephone: N/A Date Made Active in Reports: 10/30/2000 Last EDR Contact:09/27/2021 Number of Days to Update:32 Next Scheduled EDR Contact:01/10/2022 Data Release Frequency:Varies H-GAC CLI: Houston-Galveston Closed Landfill Inventory Closed Landfill Inventory for the Houston-Galveston Area Council Region.In 1993,the Texas Legislature passed House Bill(HB)2537,which required Councils of Governments(COGs)to develop an inventory of closed municipal solid waste landfills for their regional solid waste management plans. Date of Government Version:03/30/2021 Source: Houston-Galveston Area Council Date Data Arrived at EDR:03/31/2021 Telephone: 832-681-2518 Date Made Active in Reports:06/23/2021 Last EDR Contact:09/29/2021 Number of Days to Update:84 Next Scheduled EDR Contact:01/10/2022 Data Release Frequency:Varies TC6745457.2s Page GR-5 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING DEBRIS: DEBRIS A listing of temporary debris management sites and MSW landfills for debris resulting from Hurricane Harvey. Date of Government Version:03/27/2018 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR:04/04/2018 Telephone: 512-239-6840 Date Made Active in Reports:06/08/2018 Last EDR Contact:09/01/2021 Number of Days to Update:65 Next Scheduled EDR Contact: 12/20/2021 Data Release Frequency:Varies WASTE MGMT: Commercial Hazardous&Solid Waste Management Facilities This list contains commercial recycling facilities and facilities permitted or authorized(interim status)by the Texas Natural Resource Conservation Commission. Date of Government Version: 10/16/2019 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR:01/10/2020 Telephone: 512-239-2920 Date Made Active in Reports:03/18/2020 Last EDR Contact: 10/01/2021 Number of Days to Update:68 Next Scheduled EDR Contact:01/10/2022 Data Release Frequency:Varies State and tribal leaking storage tank lists INDIAN LUST R4: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Florida, Mississippi and North Carolina. Date of Government Version:05/28/2021 Source: EPA Region 4 Date Data Arrived at EDR:06/22/2021 Telephone: 404-562-8677 Date Made Active in Reports:09/20/2021 Last EDR Contact: 10/22/2021 Number of Days to Update:90 Next Scheduled EDR Contact:01/31/2022 Data Release Frequency:Varies INDIAN LUST R6: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in New Mexico and Oklahoma. Date of Government Version:05/17/2021 Source: EPA Region 6 Date Data Arrived at EDR:06/11/2021 Telephone: 214-665-6597 Date Made Active in Reports:09/07/2021 Last EDR Contact: 10/22/2021 Number of Days to Update:88 Next Scheduled EDR Contact:01/31/2022 Data Release Frequency:Varies INDIAN LUST R10: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Alaska, Idaho, Oregon and Washington. Date of Government Version:04/27/2021 Source: EPA Region 10 Date Data Arrived at EDR:06/11/2021 Telephone: 206-553-2857 Date Made Active in Reports:09/07/2021 Last EDR Contact: 10/22/2021 Number of Days to Update:88 Next Scheduled EDR Contact:01/31/2022 Data Release Frequency:Varies INDIAN LUST R9: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Arizona,California, New Mexico and Nevada Date of Government Version:05/27/2021 Source: Environmental Protection Agency Date Data Arrived at EDR:06/11/2021 Telephone: 415-972-3372 Date Made Active in Reports:09/07/2021 Last EDR Contact: 10/22/2021 Number of Days to Update:88 Next Scheduled EDR Contact:01/31/2022 Data Release Frequency:Varies INDIAN LUST R8: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Colorado, Montana,North Dakota,South Dakota, Utah and Wyoming. TC6745457.2s Page GR-6 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version:05/27/2021 Source: EPA Region 8 Date Data Arrived at EDR:06/11/2021 Telephone: 303-312-6271 Date Made Active in Reports:09/07/2021 Last EDR Contact: 10/22/2021 Number of Days to Update:88 Next Scheduled EDR Contact:01/31/2022 Data Release Frequency:Varies INDIAN LUST R7: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Iowa,Kansas,and Nebraska Date of Government Version:06/01/2021 Source: EPA Region 7 Date Data Arrived at EDR:06/11/2021 Telephone: 913-551-7003 Date Made Active in Reports:09/07/2021 Last EDR Contact: 10/22/2021 Number of Days to Update:88 Next Scheduled EDR Contact:01/31/2022 Data Release Frequency:Varies INDIAN LUST R1: Leaking Underground Storage Tanks on Indian Land A listing of leaking underground storage tank locations on Indian Land. Date of Government Version:04/28/2021 Source: EPA Region 1 Date Data Arrived at EDR:06/11/2021 Telephone: 617-918-1313 Date Made Active in Reports:09/07/2021 Last EDR Contact: 10/22/2021 Number of Days to Update:88 Next Scheduled EDR Contact:01/31/2022 Data Release Frequency:Varies INDIAN LUST R5: Leaking Underground Storage Tanks on Indian Land Leaking underground storage tanks located on Indian Land in Michigan, Minnesota and Wisconsin. Date of Government Version:04/06/2021 Source: EPA,Region 5 Date Data Arrived at EDR:06/11/2021 Telephone: 312-886-7439 Date Made Active in Reports:09/07/2021 Last EDR Contact: 10/22/2021 Number of Days to Update:88 Next Scheduled EDR Contact:01/31/2022 Data Release Frequency:Varies LPST: Leaking Petroleum Storage Tank Database An inventory of reported leaking petroleum storage tank incidents.Not all states maintain these records,and the information stored varies by state. Date of Government Version:06/25/2021 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR:06/30/2021 Telephone: 512-239-2200 Date Made Active in Reports:09/23/2021 Last EDR Contact:09/15/2021 Number of Days to Update:85 Next Scheduled EDR Contact:01/03/2022 Data Release Frequency:Quarterly State and tribal registered storage tank lists FEMA UST: Underground Storage Tank Listing A listing of all FEMA owned underground storage tanks. Date of Government Version:01/29/2021 Source: FEMA Date Data Arrived at EDR:02/17/2021 Telephone: 202-646-5797 Date Made Active in Reports:03/22/2021 Last EDR Contact: 11/01/2021 Number of Days to Update:33 Next Scheduled EDR Contact:01/17/2022 Data Release Frequency:Varies UST: Petroleum Storage Tank Database Registered Underground Storage Tanks. UST's are regulated under Subtitle I of the Resource Conservation and Recovery Act(RCRA)and must be registered with the state department responsible for administering the UST program.Available information varies by state program. TC6745457.2s Page GR-7 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version:06/07/2021 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR:06/22/2021 Telephone: 512-239-2160 Date Made Active in Reports:08/03/2021 Last EDR Contact:09/22/2021 Number of Days to Update:42 Next Scheduled EDR Contact:01/03/2022 Data Release Frequency:Quarterly AST: Petroleum Storage Tank Database Registered Aboveground Storage Tanks. Date of Government Version:06/07/2021 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR:06/22/2021 Telephone: 512-239-2160 Date Made Active in Reports:08/03/2021 Last EDR Contact:09/22/2021 Number of Days to Update:42 Next Scheduled EDR Contact:01/03/2022 Data Release Frequency:Quarterly INDIAN UST R7: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank(UST)database provides information about underground storage tanks on Indian land in EPA Region 7(Iowa,Kansas, Missouri, Nebraska,and 9 Tribal Nations). Date of Government Version:06/01/2021 Source: EPA Region 7 Date Data Arrived at EDR:06/11/2021 Telephone: 913-551-7003 Date Made Active in Reports:09/07/2021 Last EDR Contact: 10/22/2021 Number of Days to Update:88 Next Scheduled EDR Contact:01/31/2022 Data Release Frequency:Varies INDIAN UST R5: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank(UST)database provides information about underground storage tanks on Indian land in EPA Region 5(Michigan,Minnesota and Wisconsin and Tribal Nations). Date of Government Version:04/06/2021 Source: EPA Region 5 Date Data Arrived at EDR:06/11/2021 Telephone: 312-886-6136 Date Made Active in Reports:09/07/2021 Last EDR Contact: 10/22/2021 Number of Days to Update:88 Next Scheduled EDR Contact:01/31/2022 Data Release Frequency:Varies INDIAN UST R10: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank(UST)database provides information about underground storage tanks on Indian land in EPA Region 10(Alaska, Idaho, Oregon,Washington,and Tribal Nations). Date of Government Version:04/27/2021 Source: EPA Region 10 Date Data Arrived at EDR:06/11/2021 Telephone: 206-553-2857 Date Made Active in Reports:09/07/2021 Last EDR Contact: 10/22/2021 Number of Days to Update:88 Next Scheduled EDR Contact:01/31/2022 Data Release Frequency:Varies INDIAN UST R8: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank(UST)database provides information about underground storage tanks on Indian land in EPA Region 8(Colorado,Montana, North Dakota,South Dakota, Utah,Wyoming and 27 Tribal Nations). Date of Government Version:05/27/2021 Source: EPA Region 8 Date Data Arrived at EDR:06/11/2021 Telephone: 303-312-6137 Date Made Active in Reports:09/07/2021 Last EDR Contact: 10/22/2021 Number of Days to Update:88 Next Scheduled EDR Contact:01/31/2022 Data Release Frequency:Varies INDIAN UST R9: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank(UST)database provides information about underground storage tanks on Indian land in EPA Region 9(Arizona,California, Hawaii, Nevada,the Pacific Islands,and Tribal Nations). TC6745457.2s Page GR-8 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version:05/27/2021 Source: EPA Region 9 Date Data Arrived at EDR:06/11/2021 Telephone: 415-972-3368 Date Made Active in Reports:09/07/2021 Last EDR Contact: 10/22/2021 Number of Days to Update:88 Next Scheduled EDR Contact:01/31/2022 Data Release Frequency:Varies INDIAN UST R4: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank(UST)database provides information about underground storage tanks on Indian land in EPA Region 4(Alabama, Florida,Georgia, Kentucky, Mississippi,North Carolina,South Carolina,Tennessee and Tribal Nations) Date of Government Version:05/28/2021 Source: EPA Region 4 Date Data Arrived at EDR:06/22/2021 Telephone: 404-562-9424 Date Made Active in Reports:09/20/2021 Last EDR Contact: 10/22/2021 Number of Days to Update:90 Next Scheduled EDR Contact:01/31/2022 Data Release Frequency:Varies INDIAN UST R6: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank(UST)database provides information about underground storage tanks on Indian land in EPA Region 6(Louisiana,Arkansas,Oklahoma, New Mexico,Texas and 65 Tribes). Date of Government Version:05/17/2021 Source: EPA Region 6 Date Data Arrived at EDR:06/11/2021 Telephone: 214-665-7591 Date Made Active in Reports:09/07/2021 Last EDR Contact: 10/22/2021 Number of Days to Update:88 Next Scheduled EDR Contact:01/31/2022 Data Release Frequency:Varies INDIAN UST R1: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank(UST)database provides information about underground storage tanks on Indian land in EPA Region 1 (Connecticut, Maine,Massachusetts, New Hampshire, Rhode Island,Vermont and ten Tribal Nations). Date of Government Version:04/28/2021 Source: EPA,Region 1 Date Data Arrived at EDR:06/11/2021 Telephone: 617-918-1313 Date Made Active in Reports:09/07/2021 Last EDR Contact: 10/22/2021 Number of Days to Update:88 Next Scheduled EDR Contact:01/31/2022 Data Release Frequency:Varies State and tribal institutional control/engineering control registries AUL: Sites with Controls Activity and use limitations include both engineering controls and institutional controls. Date of Government Version:06/24/2021 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR:07/14/2021 Telephone: 512-239-5891 Date Made Active in Reports:08/16/2021 Last EDR Contact:09/27/2021 Number of Days to Update:33 Next Scheduled EDR Contact:01/10/2022 Data Release Frequency:Varies State and tribal voluntary cleanup sites VCP TCEQ: Voluntary Cleanup Program Database The Texas Voluntary Cleanup Program was established to provide administrative,technical,and legal incentives to encourage the cleanup of contaminated sites in Texas. Date of Government Version:03/31/2021 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR:04/13/2021 Telephone: 512-239-5891 Date Made Active in Reports:07/01/2021 Last EDR Contact:09/29/2021 Number of Days to Update:79 Next Scheduled EDR Contact:01/10/2022 Data Release Frequency:Quarterly TC6745457.2s Page GR-9 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING INDIAN VCP R7: Voluntary Cleanup Priority Lisitng A listing of voluntary cleanup priority sites located on Indian Land located in Region 7. Date of Government Version:03/20/2008 Source: EPA,Region 7 Date Data Arrived at EDR:04/22/2008 Telephone: 913-551-7365 Date Made Active in Reports:05/19/2008 Last EDR Contact:07/08/2021 Number of Days to Update:27 Next Scheduled EDR Contact:07/20/2009 Data Release Frequency:Varies INDIAN VCP R1: Voluntary Cleanup Priority Listing A listing of voluntary cleanup priority sites located on Indian Land located in Region 1. Date of Government Version:07/27/2015 Source: EPA,Region 1 Date Data Arrived at EDR:09/29/2015 Telephone: 617-918-1102 Date Made Active in Reports:02/18/2016 Last EDR Contact:09/15/2021 Number of Days to Update: 142 Next Scheduled EDR Contact:01/03/2022 Data Release Frequency:Varies VCP RRC: Voluntary Cleanup Program Sites The Voluntary Cleanup Program(RRC-VCP)provides an incentive to remediate Oil&Gas related pollution by participants as long as they did not cause or contribute to the contamination.Applicants to the program receive a release of liability to the state in exchange for a successful cleanup. Date of Government Version:04/30/2021 Source: Railroad Commission of Texas Date Data Arrived at EDR:06/28/2021 Telephone: 512-463-6969 Date Made Active in Reports:09/22/2021 Last EDR Contact:09/29/2021 Number of Days to Update:86 Next Scheduled EDR Contact:01/10/2022 Data Release Frequency:Varies State and tribal Brownfields sites BROWNFIELDS: Brownfields Site Assessments Brownfield site assessments that are being cleaned under EPA grant monies. Date of Government Version:03/01/2021 Source: TCEQ Date Data Arrived at EDR:03/31/2021 Telephone: 512-239-5872 Date Made Active in Reports:06/22/2021 Last EDR Contact:09/28/2021 Number of Days to Update:83 Next Scheduled EDR Contact:01/10/2022 Data Release Frequency:Semi-Annually ADDITIONAL ENVIRONMENTAL RECORDS Local Brownfield lists US BROWNFIELDS: A Listing of Brownfields Sites Brownfields are real property,the expansion, redevelopment,or reuse of which may be complicated by the presence or potential presence of a hazardous substance, pollutant,or contaminant.Cleaning up and reinvesting in these properties takes development pressures off of undeveloped,open land,and both improves and protects the environment. Assessment,Cleanup and Redevelopment Exchange System(ACRES)stores information reported by EPA Brownfields grant recipients on brownfields properties assessed or cleaned up with grant funding as well as information on Targeted Brownfields Assessments performed by EPA Regions.A listing of ACRES Brownfield sites is obtained from Cleanups in My Community.Cleanups in My Community provides information on Brownfields properties for which information is reported back to EPA,as well as areas served by Brownfields grant programs. Date of Government Version:06/10/2021 Source: Environmental Protection Agency Date Data Arrived at EDR:06/10/2021 Telephone: 202-566-2777 Date Made Active in Reports:08/17/2021 Last EDR Contact:09/14/2021 Number of Days to Update:68 Next Scheduled EDR Contact: 12/27/2021 Data Release Frequency:Semi-Annually Local Lists of Landfill/Solid Waste Disposal Sites TC6745457.2s Page GR-10 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING NCTCOG LI: North Central Landfill Inventory North Central Texas Council of Governments landfill database. Date of Government Version:06/28/2021 Source: North Central Texas Council of Governments Date Data Arrived at EDR:06/28/2021 Telephone: 817-695-9223 Date Made Active in Reports:09/22/2021 Last EDR Contact:09/29/2021 Number of Days to Update:86 Next Scheduled EDR Contact:01/10/2022 Data Release Frequency:Varies CAPCOG LI: Capitol Area Landfill Inventory Permitted and unpermitted landfills for the CAPCOG region.Serving Bastrop, Blanco,Burnet,Caldwell, Fayette, Hays, Lee, Llano,Travis,and Williamson Counties. Date of Government Version:01/06/2017 Source: Capital Area Council of Governments Date Data Arrived at EDR:01/10/2017 Telephone: 512-916-6000 Date Made Active in Reports:03/15/2017 Last EDR Contact:09/27/2021 Number of Days to Update:64 Next Scheduled EDR Contact:01/10/2022 Data Release Frequency:Varies SWRCY: Recycling Facility Listing A listing of recycling facilities in the state. Date of Government Version:05/14/2021 Source: TCEQ Date Data Arrived at EDR:05/14/2021 Telephone: 512-239-6700 Date Made Active in Reports:07/30/2021 Last EDR Contact: 11/08/2021 Number of Days to Update:77 Next Scheduled EDR Contact:02/21/2022 Data Release Frequency:Varies INDIAN ODI: Report on the Status of Open Dumps on Indian Lands Location of open dumps on Indian land. Date of Government Version: 12/31/1998 Source: Environmental Protection Agency Date Data Arrived at EDR: 12/03/2007 Telephone: 703-308-8245 Date Made Active in Reports:01/24/2008 Last EDR Contact: 10/22/2021 Number of Days to Update:52 Next Scheduled EDR Contact:02/07/2022 Data Release Frequency:Varies ODI: Open Dump Inventory An open dump is defined as a disposal facility that does not comply with one or more of the Part 257 or Part 258 Subtitle D Criteria. Date of Government Version:06/30/1985 Source: Environmental Protection Agency Date Data Arrived at EDR:08/09/2004 Telephone: 800-424-9346 Date Made Active in Reports:09/17/2004 Last EDR Contact:06/09/2004 Number of Days to Update:39 Next Scheduled EDR Contact:N/A Data Release Frequency: No Update Planned DEBRIS REGION 9: Torres Martinez Reservation Illegal Dump Site Locations A listing of illegal dump sites location on the Torres Martinez Indian Reservation located in eastern Riverside County and northern Imperial County, California. Date of Government Version:01/12/2009 Source: EPA,Region 9 Date Data Arrived at EDR:05/07/2009 Telephone: 415-947-4219 Date Made Active in Reports:09/21/2009 Last EDR Contact: 10/14/2021 Number of Days to Update: 137 Next Scheduled EDR Contact:01/31/2022 Data Release Frequency: No Update Planned IHS OPEN DUMPS: Open Dumps on Indian Land A listing of all open dumps located on Indian Land in the United States. TC6745457.2s Page GR-11 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version:04/01/2014 Source: Department of Health&Human Serivices,Indian Health Service Date Data Arrived at EDR:08/06/2014 Telephone: 301-443-1452 Date Made Active in Reports:01/29/2015 Last EDR Contact: 10/28/2021 Number of Days to Update: 176 Next Scheduled EDR Contact:02/07/2022 Data Release Frequency:Varies Local Lists of Hazardous waste/Contaminated Sites US HIST CDL: National Clandestine Laboratory Register A listing of clandestine drug lab locations that have been removed from the DEAs National Clandestine Laboratory Register. Date of Government Version:05/18/2021 Source: Drug Enforcement Administration Date Data Arrived at EDR:05/18/2021 Telephone: 202-307-1000 Date Made Active in Reports:08/03/2021 Last EDR Contact:08/17/2021 Number of Days to Update:77 Next Scheduled EDR Contact: 12/06/2021 Data Release Frequency: No Update Planned CDL: Clandestine Drug Site Locations Listing A listing of former clandestine drug site locations Date of Government Version:08/07/2017 Source: Department of Public Safety Date Data Arrived at EDR:08/15/2017 Telephone: 512-424-2144 Date Made Active in Reports:05/11/2018 Last EDR Contact: 10/25/2021 Number of Days to Update:269 Next Scheduled EDR Contact:02/07/2022 Data Release Frequency:Varies PRIORITY CLEANERS: Dry Cleaner Remediation Program Prioritization List A listing of dry cleaner related contaminated sites. Date of Government Version:03/01/2021 Source: Texas Commisision on Environmenatl Quality Date Data Arrived at EDR:06/01/2021 Telephone: 512-239-5658 Date Made Active in Reports:08/23/2021 Last EDR Contact:09/03/2021 Number of Days to Update:83 Next Scheduled EDR Contact: 12/13/2021 Data Release Frequency:Varies DEL SHWS: Deleted Superfund Registry Sites Sites have been deleted from the state Superfund registry in accordance with the Act,361.189 Date of Government Version:03/31/2021 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR:06/22/2021 Telephone: 512-239-0666 Date Made Active in Reports:09/16/2021 Last EDR Contact:09/15/2021 Number of Days to Update:86 Next Scheduled EDR Contact:01/03/2022 Data Release Frequency:Quarterly US CDL: Clandestine Drug Labs A listing of clandestine drug lab locations.The U.S. Department of Justice("the Department')provides this web site as a public service. It contains addresses of some locations where law enforcement agencies reported they found chemicals or other items that indicated the presence of either clandestine drug laboratories or dumpsites. In most cases,the source of the entries is not the Department,and the Department has not verified the entry and does not guarantee its accuracy.Members of the public must verify the accuracy of all entries by,for example, contacting local law enforcement and local health departments. Date of Government Version:05/18/2021 Source: Drug Enforcement Administration Date Data Arrived at EDR:05/18/2021 Telephone: 202-307-1000 Date Made Active in Reports:08/03/2021 Last EDR Contact:08/17/2021 Number of Days to Update:77 Next Scheduled EDR Contact: 12/06/2021 Data Release Frequency:Quarterly TC6745457.2s Page GR-12 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING CENTRAL REGISTRY: The Central Registry The Central Registry,a common record area of the TCEQ, maintains information about TCEQ customers and regulated activities,such as company names,addresses,and telephone numbers.This information is commonly referred to as"core data".The Central Registry provides the regulated community with a central access point within the agency to check core data and make changes when necessary. Date of Government Version:02/26/2021 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR:03/01/2021 Telephone: 512-239-5175 Date Made Active in Reports:03/11/2021 Last EDR Contact:09/27/2021 Number of Days to Update: 10 Next Scheduled EDR Contact:01/10/2022 Data Release Frequency:Varies PFAS: PFAS Contamination Site Location Listing PFOS and PFOA stand for perfluorooctane sulfonate and perfluorooctanoic acid, respectively. Both are fluorinated organic chemicals,part of a larger family of compounds referred to as perfluoroalkyl substances(PFASs). Date of Government Version:05/28/2021 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR:06/10/2021 Telephone: 512-239-2341 Date Made Active in Reports:09/03/2021 Last EDR Contact:08/25/2021 Number of Days to Update:85 Next Scheduled EDR Contact: 12/13/2021 Data Release Frequency:Varies Local Lists of Registered Storage Tanks NON REGIST PST: Petroleum Storage Tank Non Registered A listing of non-registered petroleum storage tank site locations. Date of Government Version:05/06/2021 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR:05/07/2021 Telephone: 512-239-2081 Date Made Active in Reports:06/08/2021 Last EDR Contact: 11/01/2021 Number of Days to Update:32 Next Scheduled EDR Contact:02/14/2022 Data Release Frequency:Quarterly Local Land Records HIST LIENS: Environmental Liens Listing This listing contains information fields that are no longer tracked in the LIENS database. Date of Government Version:03/23/2007 Source: Texas Commission on Environmental Qualilty Date Data Arrived at EDR:03/23/2007 Telephone: 512-239-2209 Date Made Active in Reports:05/02/2007 Last EDR Contact: 12/17/2007 Number of Days to Update:40 Next Scheduled EDR Contact:03/17/2008 Data Release Frequency: No Update Planned LIENS: Environmental Liens Listing The listing covers TCEQ liens placed against either State Superfund sites or Federal Superfund sites to recover cost incurred by TCEQ. Date of Government Version:06/25/2021 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR:07/13/2021 Telephone: 512-239-2209 Date Made Active in Reports: 10/01/2021 Last EDR Contact:09/27/2021 Number of Days to Update:80 Next Scheduled EDR Contact:01/10/2022 Data Release Frequency:Varies LIENS 2: CERCLA Lien Information A Federal CERCLA('Superfund')lien can exist by operation of law at any site or property at which EPA has spent Superfund monies.These monies are spent to investigate and address releases and threatened releases of contamination. CERCLIS provides information as to the identity of these sites and properties. TC6745457.2s Page GR-13 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version:07/29/2021 Source: Environmental Protection Agency Date Data Arrived at EDR:08/04/2021 Telephone: 202-564-6023 Date Made Active in Reports:08/31/2021 Last EDR Contact: 11/05/2021 Number of Days to Update:27 Next Scheduled EDR Contact:01/10/2022 Data Release Frequency:Semi-Annually Records of Emergency Release Reports HMIRS: Hazardous Materials Information Reporting System Hazardous Materials Incident Report System. HMIRS contains hazardous material spill incidents reported to DOT. Date of Government Version:09/12/2021 Source: U.S. Department of Transportation Date Data Arrived at EDR:09/13/2021 Telephone: 202-366-4555 Date Made Active in Reports:09/28/2021 Last EDR Contact:09/13/2021 Number of Days to Update: 15 Next Scheduled EDR Contact:01/03/2022 Data Release Frequency:Quarterly SPILLS: Spills Database Spills reported to the Emergency Response Division. Date of Government Version:07/27/2021 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR:07/29/2021 Telephone: 512-239-2507 Date Made Active in Reports:07/30/2021 Last EDR Contact: 10/07/2021 Number of Days to Update: 1 Next Scheduled EDR Contact:01/24/2022 Data Release Frequency:Quarterly SPILLS 90: SPILLS90 data from FirstSearch Spills 90 includes those spill and release records available exclusively from FirstSearch databases.Typically, they may include chemical,oil and/or hazardous substance spills recorded after 1990.Duplicate records that are already included in EDR incident and release records are not included in Spills 90. Date of Government Version: 10/23/2012 Source: FirstSearch Date Data Arrived at EDR:01/03/2013 Telephone: N/A Date Made Active in Reports:03/07/2013 Last EDR Contact:01/03/2013 Number of Days to Update:63 Next Scheduled EDR Contact:N/A Data Release Frequency: No Update Planned SPILLS 80: SPILLS80 data from FirstSearch Spills 80 includes those spill and release records available from FirstSearch databases prior to 1990.Typically, they may include chemical,oil and/or hazardous substance spills recorded before 1990. Duplicate records that are already included in EDR incident and release records are not included in Spills 80. Date of Government Version:05/15/2005 Source: FirstSearch Date Data Arrived at EDR:01/03/2013 Telephone: N/A Date Made Active in Reports:03/07/2013 Last EDR Contact:01/03/2013 Number of Days to Update:63 Next Scheduled EDR Contact:N/A Data Release Frequency: No Update Planned Other Ascertainable Records RCRA NonGen/NLR: RCRA-Non Generators/No Longer Regulated RCRAInfo is EPA's comprehensive information system,providing access to data supporting the Resource Conservation and Recovery Act(RCRA)of 1976 and the Hazardous and Solid Waste Amendments(HSWA)of 1984.The database includes selective information on sites which generate,transport,store,treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act(RCRA). Non-Generators do not presently generate hazardous waste. Date of Government Version:09/13/2021 Source: Environmental Protection Agency Date Data Arrived at EDR:09/15/2021 Telephone: 214-665-6444 Date Made Active in Reports: 10/12/2021 Last EDR Contact:09/15/2021 Number of Days to Update:27 Next Scheduled EDR Contact:01/03/2022 Data Release Frequency:Quarterly TC6745457.2s Page GR-14 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING FUDS: Formerly Used Defense Sites The listing includes locations of Formerly Used Defense Sites properties where the US Army Corps of Engineers is actively working or will take necessary cleanup actions. Date of Government Version:08/10/2021 Source: U.S.Army Corps of Engineers Date Data Arrived at EDR:08/17/2021 Telephone: 202-528-4285 Date Made Active in Reports: 10/22/2021 Last EDR Contact:08/17/2021 Number of Days to Update:66 Next Scheduled EDR Contact: 11/29/2021 Data Release Frequency:Varies DOD: Department of Defense Sites This data set consists of federally owned or administered lands,administered by the Department of Defense,that have any area equal to or greater than 640 acres of the United States, Puerto Rico,and the U.S.Virgin Islands. Date of Government Version: 12/31/2005 Source: USGS Date Data Arrived at EDR: 11/10/2006 Telephone: 888-275-8747 Date Made Active in Reports:01/11/2007 Last EDR Contact: 10/15/2021 Number of Days to Update:62 Next Scheduled EDR Contact:01/24/2022 Data Release Frequency:Semi-Annually FEDLAND: Federal and Indian Lands Federally and Indian administrated lands of the United States. Lands included are administrated by:Army Corps of Engineers, Bureau of Reclamation, National Wild and Scenic River, National Wildlife Refuge, Public Domain Land, Wilderness,Wilderness Study Area,Wildlife Management Area, Bureau of Indian Affairs,Bureau of Land Management, Department of Justice, Forest Service, Fish and Wildlife Service, National Park Service. Date of Government Version:04/02/2018 Source: U.S.Geological Survey Date Data Arrived at EDR:04/11/2018 Telephone: 888-275-8747 Date Made Active in Reports: 11/06/2019 Last EDR Contact: 10/05/2021 Number of Days to Update:574 Next Scheduled EDR Contact:01/17/2022 Data Release Frequency: N/A SCRD DRYCLEANERS: State Coalition for Remediation of Drycleaners Listing The State Coalition for Remediation of Drycleaners was established in 1998,with support from the U.S. EPA Office of Superfund Remediation and Technology Innovation. It is comprised of representatives of states with established drycleaner remediation programs.Currently the member states are Alabama,Connecticut, Florida,Illinois, Kansas, Minnesota, Missouri, North Carolina, Oregon,South Carolina,Tennessee,Texas,and Wisconsin. Date of Government Version:01/01/2017 Source: Environmental Protection Agency Date Data Arrived at EDR:02/03/2017 Telephone: 615-532-8599 Date Made Active in Reports:04/07/2017 Last EDR Contact: 11/08/2021 Number of Days to Update:63 Next Scheduled EDR Contact:02/21/2022 Data Release Frequency:Varies US FIN ASSUR: Financial Assurance Information All owners and operators of facilities that treat,store,or dispose of hazardous waste are required to provide proof that they will have sufficient funds to pay for the clean up,closure,and post-closure care of their facilities. Date of Government Version:09/13/2021 Source: Environmental Protection Agency Date Data Arrived at EDR:09/15/2021 Telephone: 202-566-1917 Date Made Active in Reports:09/28/2021 Last EDR Contact:09/15/2021 Number of Days to Update: 13 Next Scheduled EDR Contact:01/03/2022 Data Release Frequency:Quarterly EPA WATCH LIST: EPA WATCH LIST EPA maintains a"Watch List'to facilitate dialogue between EPA,state and local environmental agencies on enforcement matters relating to facilities with alleged violations identified as either significant or high priority. Being on the Watch List does not mean that the facility has actually violated the law only that an investigation by EPA or a state or local environmental agency has led those organizations to allege that an unproven violation has in fact occurred. Being on the Watch List does not represent a higher level of concern regarding the alleged violations that were detected,but instead indicates cases requiring additional dialogue between EPA,state and local agencies-primarily because of the length of time the alleged violation has gone unaddressed or unresolved. TC6745457.2s Page GR-15 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version:08/30/2013 Source: Environmental Protection Agency Date Data Arrived at EDR:03/21/2014 Telephone: 617-520-3000 Date Made Active in Reports:06/17/2014 Last EDR Contact: 11/01/2021 Number of Days to Update:88 Next Scheduled EDR Contact:02/14/2022 Data Release Frequency:Quarterly 2020 COR ACTION: 2020 Corrective Action Program List The EPA has set ambitious goals for the RCRA Corrective Action program by creating the 2020 Corrective Action Universe.This RCRA cleanup baseline includes facilities expected to need corrective action.The 2020 universe contains a wide variety of sites.Some properties are heavily contaminated while others were contaminated but have since been cleaned up.Still others have not been fully investigated yet,and may require little or no remediation. Inclusion in the 2020 Universe does not necessarily imply failure on the part of a facility to meet its RCRA obligations. Date of Government Version:09/30/2017 Source: Environmental Protection Agency Date Data Arrived at EDR:05/08/2018 Telephone: 703-308-4044 Date Made Active in Reports:07/20/2018 Last EDR Contact: 11/05/2021 Number of Days to Update:73 Next Scheduled EDR Contact:02/14/2022 Data Release Frequency:Varies TSCA: Toxic Substances Control Act Toxic Substances Control Act.TSCA identifies manufacturers and importers of chemical substances included on the TSCA Chemical Substance Inventory list.It includes data on the production volume of these substances by plant site. Date of Government Version: 12/31/2016 Source: EPA Date Data Arrived at EDR:06/17/2020 Telephone: 202-260-5521 Date Made Active in Reports:09/10/2020 Last EDR Contact:09/17/2021 Number of Days to Update:85 Next Scheduled EDR Contact: 12/27/2021 Data Release Frequency: Every 4 Years TRIS: Toxic Chemical Release Inventory System Toxic Release Inventory System.TRIS identifies facilities which release toxic chemicals to the air,water and land in reportable quantities under SARA Title III Section 313. Date of Government Version: 12/31/2018 Source: EPA Date Data Arrived at EDR:08/14/2020 Telephone: 202-566-0250 Date Made Active in Reports: 11/04/2020 Last EDR Contact:08/17/2021 Number of Days to Update:82 Next Scheduled EDR Contact: 11/29/2021 Data Release Frequency:Annually SSTS: Section 7 Tracking Systems Section 7 of the Federal Insecticide, Fungicide and Rodenticide Act,as amended(92 Stat.829)requires all registered pesticide-producing establishments to submit a report to the Environmental Protection Agency by March 1st each year.Each establishment must report the types and amounts of pesticides,active ingredients and devices being produced,and those having been produced and sold or distributed in the past year. Date of Government Version:07/19/2021 Source: EPA Date Data Arrived at EDR:07/19/2021 Telephone: 202-564-4203 Date Made Active in Reports: 10/12/2021 Last EDR Contact: 10/20/2021 Number of Days to Update:85 Next Scheduled EDR Contact:01/31/2022 Data Release Frequency:Annually ROD: Records Of Decision Record of Decision. ROD documents mandate a permanent remedy at an NPL(Superfund)site containing technical and health information to aid in the cleanup. Date of Government Version:07/29/2021 Source: EPA Date Data Arrived at EDR:08/04/2021 Telephone: 703-416-0223 Date Made Active in Reports:08/31/2021 Last EDR Contact: 11/05/2021 Number of Days to Update:27 Next Scheduled EDR Contact: 12/13/2021 Data Release Frequency:Annually TC6745457.2s Page GR-16 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING RMP: Risk Management Plans When Congress passed the Clean Air Act Amendments of 1990, it required EPA to publish regulations and guidance for chemical accident prevention at facilities using extremely hazardous substances.The Risk Management Program Rule(RMP Rule)was written to implement Section 112(r)of these amendments.The rule,which built upon existing industry codes and standards,requires companies of all sizes that use certain flammable and toxic substances to develop a Risk Management Program,which includes a(n):Hazard assessment that details the potential effects of an accidental release,an accident history of the last five years,and an evaluation of worst-case and alternative accidental releases; Prevention program that includes safety precautions and maintenance,monitoring,and employee training measures;and Emergency response program that spells out emergency health care,employee training measures and procedures for informing the public and response agencies(e.g the fire department)should an accident occur. Date of Government Version:05/07/2021 Source: Environmental Protection Agency Date Data Arrived at EDR:05/13/2021 Telephone: 202-564-8600 Date Made Active in Reports:08/03/2021 Last EDR Contact: 10/18/2021 Number of Days to Update:82 Next Scheduled EDR Contact:01/31/2022 Data Release Frequency:Varies RAATS: RCRA Administrative Action Tracking System RCRA Administration Action Tracking System. RAATS contains records based on enforcement actions issued under RCRA pertaining to major violators and includes administrative and civil actions brought by the EPA. For administration actions after September 30, 1995,data entry in the RAATS database was discontinued.EPA will retain a copy of the database for historical records.It was necessary to terminate RAATS because a decrease in agency resources made it impossible to continue to update the information contained in the database. Date of Government Version:04/17/1995 Source: EPA Date Data Arrived at EDR:07/03/1995 Telephone: 202-564-4104 Date Made Active in Reports:08/07/1995 Last EDR Contact:06/02/2008 Number of Days to Update:35 Next Scheduled EDR Contact:09/01/2008 Data Release Frequency: No Update Planned PRP: Potentially Responsible Parties A listing of verified Potentially Responsible Parties Date of Government Version: 12/30/2020 Source: EPA Date Data Arrived at EDR:01/14/2021 Telephone: 202-564-6023 Date Made Active in Reports:03/05/2021 Last EDR Contact: 11/05/2021 Number of Days to Update:50 Next Scheduled EDR Contact:02/14/2022 Data Release Frequency:Quarterly PADS: PCB Activity Database System PCB Activity Database.PADS Identifies generators,transporters,commercial storers and/or brokers and disposers of PCB's who are required to notify the EPA of such activities. Date of Government Version: 11/19/2020 Source: EPA Date Data Arrived at EDR:01/08/2021 Telephone: 202-566-0500 Date Made Active in Reports:03/22/2021 Last EDR Contact: 10/08/2021 Number of Days to Update:73 Next Scheduled EDR Contact:01/17/2022 Data Release Frequency:Annually ICIS: Integrated Compliance Information System The Integrated Compliance Information System(ICIS)supports the information needs of the national enforcement and compliance program as well as the unique needs of the National Pollutant Discharge Elimination System(NPDES) program. Date of Government Version: 11/18/2016 Source: Environmental Protection Agency Date Data Arrived at EDR: 11/23/2016 Telephone: 202-564-2501 Date Made Active in Reports:02/10/2017 Last EDR Contact:09/30/2021 Number of Days to Update:79 Next Scheduled EDR Contact:01/17/2022 Data Release Frequency:Quarterly TC6745457.2s Page GR-17 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING FTTS: FIFRA/TSCA Tracking System-FIFRA(Federal Insecticide, Fungicide,&Rodenticide Act)/TSCA(Toxic Substances Control Act) FTTS tracks administrative cases and pesticide enforcement actions and compliance activities related to FIFRA, TSCA and EPCRA(Emergency Planning and Community Right-to-Know Act).To maintain currency, EDR contacts the Agency on a quarterly basis. Date of Government Version:04/09/2009 Source: EPA/Office of Prevention,Pesticides and Toxic Substances Date Data Arrived at EDR:04/16/2009 Telephone: 202-566-1667 Date Made Active in Reports:05/11/2009 Last EDR Contact:08/18/2017 Number of Days to Update:25 Next Scheduled EDR Contact: 12/04/2017 Data Release Frequency: No Update Planned FTTS INSP: FIFRA/TSCA Tracking System-FIFRA(Federal Insecticide, Fungicide,&Rodenticide Act)/TSCA(Toxic Substances Control Act) A listing of FIFRA/TSCA Tracking System(FTTS)inspections and enforcements. Date of Government Version:04/09/2009 Source: EPA Date Data Arrived at EDR:04/16/2009 Telephone: 202-566-1667 Date Made Active in Reports:05/11/2009 Last EDR Contact:08/18/2017 Number of Days to Update:25 Next Scheduled EDR Contact: 12/04/2017 Data Release Frequency: No Update Planned MLTS: Material Licensing Tracking System MLTS is maintained by the Nuclear Regulatory Commission and contains a list of approximately 8,100 sites which possess or use radioactive materials and which are subject to NRC licensing requirements.To maintain currency, EDR contacts the Agency on a quarterly basis. Date of Government Version:03/08/2021 Source: Nuclear Regulatory Commission Date Data Arrived at EDR:03/11/2021 Telephone: 301-415-7169 Date Made Active in Reports:05/11/2021 Last EDR Contact: 10/18/2021 Number of Days to Update:61 Next Scheduled EDR Contact:01/31/2022 Data Release Frequency:Quarterly COAL ASH DOE: Steam-Electric Plant Operation Data A listing of power plants that store ash in surface ponds. Date of Government Version: 12/31/2019 Source: Department of Energy Date Data Arrived at EDR: 12/01/2020 Telephone: 202-586-8719 Date Made Active in Reports:02/09/2021 Last EDR Contact:09/03/2021 Number of Days to Update:70 Next Scheduled EDR Contact: 12/13/2021 Data Release Frequency:Varies COAL ASH EPA: Coal Combustion Residues Surface Impoundments List A listing of coal combustion residues surface impoundments with high hazard potential ratings. Date of Government Version:01/12/2017 Source: Environmental Protection Agency Date Data Arrived at EDR:03/05/2019 Telephone: N/A Date Made Active in Reports: 11/11/2019 Last EDR Contact:08/31/2021 Number of Days to Update:251 Next Scheduled EDR Contact: 12/13/2021 Data Release Frequency:Varies PCB TRANSFORMER: PCB Transformer Registration Database The database of PCB transformer registrations that includes all PCB registration submittals. Date of Government Version:09/13/2019 Source: Environmental Protection Agency Date Data Arrived at EDR: 11/06/2019 Telephone: 202-566-0517 Date Made Active in Reports:02/10/2020 Last EDR Contact: 11/05/2021 Number of Days to Update:96 Next Scheduled EDR Contact:02/14/2022 Data Release Frequency:Varies RADINFO: Radiation Information Database The Radiation Information Database(RADINFO)contains information about facilities that are regulated by U.S. Environmental Protection Agency(EPA)regulations for radiation and radioactivity. TC6745457.2s Page GR-18 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version:07/01/2019 Source: Environmental Protection Agency Date Data Arrived at EDR:07/01/2019 Telephone: 202-343-9775 Date Made Active in Reports:09/23/2019 Last EDR Contact:09/27/2021 Number of Days to Update:84 Next Scheduled EDR Contact:01/10/2022 Data Release Frequency:Quarterly HIST FTTS: FIFRA/TSCA Tracking System Administrative Case Listing A complete administrative case listing from the FIFRA/TSCA Tracking System(FTTS)for all ten EPA regions.The information was obtained from the National Compliance Database(NCDB). NCDB supports the implementation of FIFRA (Federal Insecticide, Fungicide,and Rodenticide Act)and TSCA(Toxic Substances Control Act).Some EPA regions are now closing out records.Because of that,and the fact that some EPA regions are not providing EPA Headquarters with updated records,it was decided to create a HIST FTTS database.It included records that may not be included in the newer FTTS database updates.This database is no longer updated. Date of Government Version: 10/19/2006 Source: Environmental Protection Agency Date Data Arrived at EDR:03/01/2007 Telephone: 202-564-2501 Date Made Active in Reports:04/10/2007 Last EDR Contact: 12/17/2007 Number of Days to Update:40 Next Scheduled EDR Contact:03/17/2008 Data Release Frequency: No Update Planned HIST FTTS INSP: FIFRA/TSCA Tracking System Inspection&Enforcement Case Listing A complete inspection and enforcement case listing from the FIFRA/TSCA Tracking System(FTTS)for all ten EPA regions.The information was obtained from the National Compliance Database(NCDB).NCDB supports the implementation of FIFRA(Federal Insecticide, Fungicide,and Rodenticide Act)and TSCA(Toxic Substances Control Act).Some EPA regions are now closing out records. Because of that,and the fact that some EPA regions are not providing EPA Headquarters with updated records,it was decided to create a HIST FTTS database.It included records that may not be included in the newer FTTS database updates.This database is no longer updated. Date of Government Version: 10/19/2006 Source: Environmental Protection Agency Date Data Arrived at EDR:03/01/2007 Telephone: 202-564-2501 Date Made Active in Reports:04/10/2007 Last EDR Contact: 12/17/2008 Number of Days to Update:40 Next Scheduled EDR Contact:03/17/2008 Data Release Frequency: No Update Planned DOT OPS: Incident and Accident Data Department of Transporation,Office of Pipeline Safety Incident and Accident data. Date of Government Version:01/02/2020 Source: Department of Transporation,Office of Pipeline Safety Date Data Arrived at EDR:01/28/2020 Telephone: 202-366-4595 Date Made Active in Reports:04/17/2020 Last EDR Contact: 10/26/2021 Number of Days to Update:80 Next Scheduled EDR Contact:02/07/2022 Data Release Frequency:Quarterly CONSENT: Superfund(CERCLA)Consent Decrees Major legal settlements that establish responsibility and standards for cleanup at NPL(Superfund)sites. Released periodically by United States District Courts after settlement by parties to litigation matters. Date of Government Version:06/30/2021 Source: Department of Justice,Consent Decree Library Date Data Arrived at EDR:07/14/2021 Telephone: Varies Date Made Active in Reports:07/16/2021 Last EDR Contact:09/30/2021 Number of Days to Update:2 Next Scheduled EDR Contact:01/17/2022 Data Release Frequency:Varies BRS: Biennial Reporting System The Biennial Reporting System is a national system administered by the EPA that collects data on the generation and management of hazardous waste. BRS captures detailed data from two groups: Large Quantity Generators(LQG) and Treatment,Storage,and Disposal Facilities. Date of Government Version: 12/31/2017 Source: EPA/NTIS Date Data Arrived at EDR:06/22/2020 Telephone: 800-424-9346 Date Made Active in Reports: 11/20/2020 Last EDR Contact:09/15/2021 Number of Days to Update: 151 Next Scheduled EDR Contact:01/03/2022 Data Release Frequency: Biennially TC6745457.2s Page GR-19 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING INDIAN RESERV: Indian Reservations This map layer portrays Indian administered lands of the United States that have any area equal to or greater than 640 acres. Date of Government Version: 12/31/2014 Source: USGS Date Data Arrived at EDR:07/14/2015 Telephone: 202-208-3710 Date Made Active in Reports:01/10/2017 Last EDR Contact: 10/05/2021 Number of Days to Update:546 Next Scheduled EDR Contact:01/17/2022 Data Release Frequency:Semi-Annually FUSRAP: Formerly Utilized Sites Remedial Action Program DOE established the Formerly Utilized Sites Remedial Action Program(FUSRAP)in 1974 to remediate sites where radioactive contamination remained from Manhattan Project and early U.S.Atomic Energy Commission(AEC)operations. Date of Government Version:07/26/2021 Source: Department of Energy Date Data Arrived at EDR:07/27/2021 Telephone: 202-586-3559 Date Made Active in Reports: 10/22/2021 Last EDR Contact: 11/01/2021 Number of Days to Update:87 Next Scheduled EDR Contact:02/14/2022 Data Release Frequency:Varies UMTRA: Uranium Mill Tailings Sites Uranium ore was mined by private companies for federal government use in national defense programs.When the mills shut down,large piles of the sand-like material (mill tailings)remain after uranium has been extracted from the ore. Levels of human exposure to radioactive materials from the piles are low;however, in some cases tailings were used as construction materials before the potential health hazards of the tailings were recognized. Date of Government Version:08/30/2019 Source: Department of Energy Date Data Arrived at EDR: 11/15/2019 Telephone: 505-845-0011 Date Made Active in Reports:01/28/2020 Last EDR Contact:08/12/2021 Number of Days to Update:74 Next Scheduled EDR Contact: 11/29/2021 Data Release Frequency:Varies LEAD SMELTER 1: Lead Smelter Sites A listing of former lead smelter site locations. Date of Government Version:07/29/2021 Source: Environmental Protection Agency Date Data Arrived at EDR:08/04/2021 Telephone: 703-603-8787 Date Made Active in Reports:08/31/2021 Last EDR Contact: 11/05/2021 Number of Days to Update:27 Next Scheduled EDR Contact:01/10/2022 Data Release Frequency:Varies LEAD SMELTER 2: Lead Smelter Sites A list of several hundred sites in the U.S.where secondary lead smelting was done from 1931 and 1964.These sites may pose a threat to public health through ingestion or inhalation of contaminated soil or dust Date of Government Version:04/05/2001 Source: American Journal of Public Health Date Data Arrived at EDR: 10/27/2010 Telephone: 703-305-6451 Date Made Active in Reports: 12/02/2010 Last EDR Contact: 12/02/2009 Number of Days to Update:36 Next Scheduled EDR Contact:N/A Data Release Frequency: No Update Planned US AIRS(AFS): Aerometric Information Retrieval System Facility Subsystem(AFS) The database is a sub-system of Aerometric Information Retrieval System(AIRS).AFS contains compliance data on air pollution point sources regulated by the U.S. EPA and/or state and local air regulatory agencies.This information comes from source reports by various stationary sources of air pollution,such as electric power plants, steel mills,factories,and universities,and provides information about the air pollutants they produce.Action, air program,air program pollutant,and general level plant data. It is used to track emissions and compliance data from industrial plants. TC6745457.2s Page GR-20 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 10/12/2016 Source: EPA Date Data Arrived at EDR: 10/26/2016 Telephone: 202-564-2496 Date Made Active in Reports:02/03/2017 Last EDR Contact:09/26/2017 Number of Days to Update: 100 Next Scheduled EDR Contact:01/08/2018 Data Release Frequency:Annually US AIRS MINOR: Air Facility System Data A listing of minor source facilities. Date of Government Version: 10/12/2016 Source: EPA Date Data Arrived at EDR: 10/26/2016 Telephone: 202-564-2496 Date Made Active in Reports:02/03/2017 Last EDR Contact:09/26/2017 Number of Days to Update: 100 Next Scheduled EDR Contact:01/08/2018 Data Release Frequency:Annually MINES VIOLATIONS: MSHA Violation Assessment Data Mines violation and assessment information. Department of Labor, Mine Safety&Health Administration. Date of Government Version:06/30/2021 Source: DOL, Mine Safety&Health Admi Date Data Arrived at EDR:07/01/2021 Telephone: 202-693-9424 Date Made Active in Reports:09/28/2021 Last EDR Contact:09/09/2021 Number of Days to Update:89 Next Scheduled EDR Contact: 12/13/2021 Data Release Frequency:Quarterly US MINES: Mines Master Index File Contains all mine identification numbers issued for mines active or opened since 1971.The data also includes violation information. Date of Government Version:05/03/2021 Source: Department of Labor,Mine Safety and Health Administration Date Data Arrived at EDR:05/25/2021 Telephone: 303-231-5959 Date Made Active in Reports:08/11/2021 Last EDR Contact:08/24/2021 Number of Days to Update:78 Next Scheduled EDR Contact: 12/06/2021 Data Release Frequency:Semi-Annually US MINES 2: Ferrous and Nonferrous Metal Mines Database Listing This map layer includes ferrous(ferrous metal mines are facilities that extract ferrous metals,such as iron ore or molybdenum)and nonferrous(Nonferrous metal mines are facilities that extract nonferrous metals,such as gold,silver,copper,zinc,and lead)metal mines in the United States. Date of Government Version:05/06/2020 Source: USGS Date Data Arrived at EDR:05/27/2020 Telephone: 703-648-7709 Date Made Active in Reports:08/13/2020 Last EDR Contact:08/26/2021 Number of Days to Update:78 Next Scheduled EDR Contact: 12/06/2021 Data Release Frequency:Varies US MINES 3: Active Mines&Mineral Plants Database Listing Active Mines and Mineral Processing Plant operations for commodities monitored by the Minerals Information Team of the USGS. Date of Government Version:04/14/2011 Source: USGS Date Data Arrived at EDR:06/08/2011 Telephone: 703-648-7709 Date Made Active in Reports:09/13/2011 Last EDR Contact:08/26/2021 Number of Days to Update:97 Next Scheduled EDR Contact: 12/06/2021 Data Release Frequency:Varies ABANDONED MINES: Abandoned Mines An inventory of land and water impacted by past mining(primarily coal mining)is maintained by OSMRE to provide information needed to implement the Surface Mining Control and Reclamation Act of 1977(SMCRA).The inventory contains information on the location,type,and extent of AML impacts,as well as,information on the cost associated with the reclamation of those problems.The inventory is based upon field surveys by State,Tribal,and OSMRE program officials. It is dynamic to the extent that it is modified as new problems are identified and existing problems are reclaimed. TC6745457.2s Page GR-21 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version:06/15/2021 Source: Department of Interior Date Data Arrived at EDR:06/16/2021 Telephone: 202-208-2609 Date Made Active in Reports:08/17/2021 Last EDR Contact:09/14/2021 Number of Days to Update:62 Next Scheduled EDR Contact: 12/20/2021 Data Release Frequency:Quarterly FINDS: Facility Index System/Facility Registry System Facility Index System. FINDS contains both facility information and'pointers'to other sources that contain more detail. EDR includes the following FINDS databases in this report: PCS(Permit Compliance System),AIRS(Aerometric Information Retrieval System), DOCKET(Enforcement Docket used to manage and track information on civil judicial enforcement cases for all environmental statutes), FURS(Federal Underground Injection Control),C-DOCKET(Criminal Docket System used to track criminal enforcement actions for all environmental statutes), FFIS(Federal Facilities Information System),STATE(State Environmental Laws and Statutes),and PADS(PCB Activity Data System). Date of Government Version:05/05/2021 Source: EPA Date Data Arrived at EDR:05/18/2021 Telephone: (214)665-2200 Date Made Active in Reports:08/17/2021 Last EDR Contact:08/31/2021 Number of Days to Update:91 Next Scheduled EDR Contact: 12/13/2021 Data Release Frequency:Quarterly DOCKET HWC: Hazardous Waste Compliance Docket Listing A complete list of the Federal Agency Hazardous Waste Compliance Docket Facilities. Date of Government Version:05/06/2021 Source: Environmental Protection Agency Date Data Arrived at EDR:05/21/2021 Telephone: 202-564-0527 Date Made Active in Reports:08/11/2021 Last EDR Contact:08/26/2021 Number of Days to Update:82 Next Scheduled EDR Contact: 12/06/2021 Data Release Frequency:Varies ECHO: Enforcement&Compliance History Information ECHO provides integrated compliance and enforcement information for about 800,000 regulated facilities nationwide. Date of Government Version:06/26/2021 Source: Environmental Protection Agency Date Data Arrived at EDR:07/01/2021 Telephone: 202-564-2280 Date Made Active in Reports:09/28/2021 Last EDR Contact: 10/05/2021 Number of Days to Update:89 Next Scheduled EDR Contact:01/17/2022 Data Release Frequency:Quarterly UXO: Unexploded Ordnance Sites A listing of unexploded ordnance site locations Date of Government Version: 12/31/2018 Source: Department of Defense Date Data Arrived at EDR:07/02/2020 Telephone: 703-704-1564 Date Made Active in Reports:09/17/2020 Last EDR Contact: 10/07/2021 Number of Days to Update:77 Next Scheduled EDR Contact:01/24/2022 Data Release Frequency:Varies FUELS PROGRAM: EPA Fuels Program Registered Listing This listing includes facilities that are registered under the Part 80(Code of Federal Regulations)EPA Fuels Programs.All companies now are required to submit new and updated registrations. Date of Government Version:08/13/2021 Source: EPA Date Data Arrived at EDR:08/13/2021 Telephone: 800-385-6164 Date Made Active in Reports: 10/22/2021 Last EDR Contact:08/13/2021 Number of Days to Update:70 Next Scheduled EDR Contact: 11/29/2021 Data Release Frequency:Quarterly AIRS: Current Emission Inventory Data The database lists by company,along with their actual emissions,the TNRCC air accounts that emit EPA criteria pollutants. TC6745457.2s Page GR-22 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version:09/10/2021 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR:09/13/2021 Telephone: N/A Date Made Active in Reports:09/16/2021 Last EDR Contact:09/01/2021 Number of Days to Update:3 Next Scheduled EDR Contact: 12/20/2021 Data Release Frequency:Semi-Annually APAR: Affected Property Assessment Report Site Listing Listing of Sites That Have Received an APAR(Affected Property Assessment Report) Date of Government Version:07/01/2021 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR:07/15/2021 Telephone: 512-239-5872 Date Made Active in Reports: 10/01/2021 Last EDR Contact: 10/04/2021 Number of Days to Update:78 Next Scheduled EDR Contact:01/17/2022 Data Release Frequency:Varies ASBESTOS: Asbestos Notification Listing A listing of asbestos notification site locations. Date of Government Version:05/23/2021 Source: Department of State Health Services Date Data Arrived at EDR:06/04/2021 Telephone: 512-834-6787 Date Made Active in Reports:09/01/2021 Last EDR Contact:08/25/2021 Number of Days to Update:89 Next Scheduled EDR Contact: 11/29/2021 Data Release Frequency:Varies COAL ASH: Coal Ash Disposal Sites A listing of facilities that use surface impoundments or landfills to dispose of coal ash. Date of Government Version:07/30/2021 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR:08/03/2021 Telephone: 512-239-6624 Date Made Active in Reports: 10/27/2021 Last EDR Contact: 10/25/2021 Number of Days to Update:85 Next Scheduled EDR Contact:02/07/2022 Data Release Frequency:Varies DRYCLEANERS: Drycleaner Registration Database Listing A listing of drycleaning facilities. Date of Government Version:08/13/2021 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR:08/24/2021 Telephone: 512-239-2160 Date Made Active in Reports:09/30/2021 Last EDR Contact:08/24/2021 Number of Days to Update:37 Next Scheduled EDR Contact: 12/06/2021 Data Release Frequency:Varies ED AQUIF: Edwards Aquifer Permits A listing of permits in the Edwards Aquifer Protection Program database.The information provided is for the counties located in the Austin Region(Hays,Travis,and Williamson counties). Date of Government Version:07/14/2021 Source: Texas Commission on Environmental Quality,Austin Region Date Data Arrived at EDR:07/15/2021 Telephone: 512-339-2929 Date Made Active in Reports: 10/01/2021 Last EDR Contact:09/15/2021 Number of Days to Update:78 Next Scheduled EDR Contact:01/03/2022 Data Release Frequency:Varies ENFORCEMENT: Notice of Violations Listing A listing of permit violations. Date of Government Version:04/15/2021 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR:04/21/2021 Telephone: 512-239-6012 Date Made Active in Reports:04/23/2021 Last EDR Contact:09/27/2021 Number of Days to Update:2 Next Scheduled EDR Contact:01/10/2022 Data Release Frequency:Semi-Annually TC6745457.2s Page GR-23 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Financial Assurance 1: Financial Assurance Information Listing Financial assurance information. Date of Government Version:06/17/2021 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR:06/30/2021 Telephone: 512-239-6239 Date Made Active in Reports:09/23/2021 Last EDR Contact:09/15/2021 Number of Days to Update:85 Next Scheduled EDR Contact:01/03/2022 Data Release Frequency:Varies Financial Assurance 2: Financial Assurance Information Listing Financial Assurance information for underground storage tank facilities.Financial assurance is intended to ensure that resources are available to pay for the cost of closure,post-closure care,and corrective measures if the owner or operator of a regulated facility is unable or unwilling to pay Date of Government Version:06/07/2021 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR:06/22/2021 Telephone: 512-239-0986 Date Made Active in Reports:09/16/2021 Last EDR Contact:09/22/2021 Number of Days to Update:86 Next Scheduled EDR Contact:01/03/2022 Data Release Frequency:Quarterly GCC: Groundwater Contamination Cases Texas Water Code,Section 26.406 requires the annual report to describe the current status of groundwater monitoring activities conducted or required by each agency at regulated facilities or associated with regulated activities. The report is required to contain a description of each case of groundwater contamination documented during the previous calendar year.Also to be included, is a description of each case of contamination documented during previous periods for which voluntary clean up action was incomplete at the time the preceding report was issued. The report is also required to indicate the status of enforcement action for each listed case. Date of Government Version: 12/31/2019 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR: 11/30/2020 Telephone: 512-239-5690 Date Made Active in Reports:02/09/2021 Last EDR Contact:08/26/2021 Number of Days to Update:71 Next Scheduled EDR Contact: 12/06/2021 Data Release Frequency:Annually IOP: Innocent Owner/Operator Program Contains information on all sites that are in the IOP.An IOP is an innocent owner or operator whose property is contaminated as a result of a release or migration of contaminants from a source or sources not located on the property,and they did not cause or contribute to the source or sources of contamination. Date of Government Version:09/28/2021 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR: 10/08/2021 Telephone: 512-239-5894 Date Made Active in Reports: 10/27/2021 Last EDR Contact:09/27/2021 Number of Days to Update: 19 Next Scheduled EDR Contact:01/10/2022 Data Release Frequency:Quarterly LEAD: Lead Inspection Listing Lead inspection sites Date of Government Version:05/31/2021 Source: Department of State Health Services Date Data Arrived at EDR:06/04/2021 Telephone: 512-834-6600 Date Made Active in Reports:08/31/2021 Last EDR Contact:08/25/2021 Number of Days to Update:88 Next Scheduled EDR Contact: 11/29/2021 Data Release Frequency:Varies Ind. Haz Waste: Industrial&Hazardous Waste Database Summary reports reported by waste handlers,generators and shippers in Texas. Date of Government Version:05/24/2021 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR:07/14/2021 Telephone: 512-239-0985 Date Made Active in Reports: 10/01/2021 Last EDR Contact: 10/12/2021 Number of Days to Update:79 Next Scheduled EDR Contact:01/24/2022 Data Release Frequency:Annually TC6745457.2s Page GR-24 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING MSD: Municipal Settings Designations Database An MSD is an official state designation given to property within a municipality or its extraterritorial jurisdiction that certifies that designated groundwater at the property is not use as potable water,and is prohibited from future use as potatable water because that groundwater is contaminated in excess of the applicable potable-water protective concentration level. Date of Government Version:07/22/2021 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR:08/03/2021 Telephone: 512-239-4982 Date Made Active in Reports: 10/27/2021 Last EDR Contact: 10/25/2021 Number of Days to Update:85 Next Scheduled EDR Contact:02/07/2022 Data Release Frequency:Varies NPDES: NPDES Facility List Permitted wastewater outfalls. Date of Government Version:08/09/2021 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR:08/11/2021 Telephone: 512-239-4591 Date Made Active in Reports:08/12/2021 Last EDR Contact:08/11/2021 Number of Days to Update: 1 Next Scheduled EDR Contact: 11/22/2021 Data Release Frequency:Varies RWS: Radioactive Waste Sites Sites in the State of Texas that have been designated as Radioactive Waste sites. Date of Government Version:07/24/2006 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR: 12/14/2006 Telephone: 512-239-0859 Date Made Active in Reports:01/23/2007 Last EDR Contact: 11/08/2021 Number of Days to Update:40 Next Scheduled EDR Contact:02/21/2022 Data Release Frequency:Semi-Annually TIER 2: Tier 2 Chemical Inventory Reports A listing of facilities which store or manufacture hazardous materials and submit a chemical inventory report. Date of Government Version: 12/31/2012 Source: Department of State Health Services Date Data Arrived at EDR:06/07/2013 Telephone: 512-834-6603 Date Made Active in Reports:07/22/2013 Last EDR Contact:08/12/2021 Number of Days to Update:45 Next Scheduled EDR Contact: 11/29/2021 Data Release Frequency:Annually UIC: Underground Injection Wells Database Listing Class V injection wells regulated by the TCEQ. Class V wells are used to inject non-hazardous fluids underground. Most Class V wells are used to dispose of wastes into or above underground sources of drinking water and can pose a threat to ground water quality,if not managed properly. Date of Government Version:02/10/2021 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR:02/11/2021 Telephone: 512-239-6627 Date Made Active in Reports:05/05/2021 Last EDR Contact: 10/07/2021 Number of Days to Update:83 Next Scheduled EDR Contact:01/24/2022 Data Release Frequency:Varies IHW CORR ACTION: IHW CORR ACTION Industrial hazardous waste facilities with corrective actions. Date of Government Version:06/24/2021 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR:07/06/2021 Telephone: 512-239-5872 Date Made Active in Reports:09/28/2021 Last EDR Contact:09/27/2021 Number of Days to Update:84 Next Scheduled EDR Contact:01/10/2022 Data Release Frequency:Varies TC6745457.2s Page GR-25 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING PST STAGE 2: PST Stage 2 State II Vapor Recovery. Decommissioning of Stage II Rule-Gasoline dispensing facilities(GDFs)may begin the process of removing Stage II equipment on May 16,2014 providing that all other requirements for decommissioning have been met,including appropriate notification. Date of Government Version:07/17/2019 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR:07/18/2019 Telephone: 512-239-2160 Date Made Active in Reports:09/24/2019 Last EDR Contact:09/15/2021 Number of Days to Update:68 Next Scheduled EDR Contact:01/03/2022 Data Release Frequency:Varies COMP HIST: Compliance History Listing A listing of compliance histories of regulated entities Date of Government Version: 11/23/2020 Source: Txas Commission on Environmental Quality Date Data Arrived at EDR: 11/25/2020 Telephone: 512-239-3282 Date Made Active in Reports:02/16/2021 Last EDR Contact:08/26/2021 Number of Days to Update:83 Next Scheduled EDR Contact: 12/06/2021 Data Release Frequency:Varies MINES MRDS: Mineral Resources Data System Mineral Resources Data System Date of Government Version:04/06/2018 Source: USGS Date Data Arrived at EDR: 10/21/2019 Telephone: 703-648-6533 Date Made Active in Reports: 10/24/2019 Last EDR Contact:08/26/2021 Number of Days to Update:3 Next Scheduled EDR Contact: 12/06/2021 Data Release Frequency:Varies PCS ENF: Enforcement data No description is available for this data Date of Government Version: 12/31/2014 Source: EPA Date Data Arrived at EDR:02/05/2015 Telephone: 202-564-2497 Date Made Active in Reports:03/06/2015 Last EDR Contact:09/30/2021 Number of Days to Update:29 Next Scheduled EDR Contact:01/17/2022 Data Release Frequency:Varies PCS INACTIVE: Listing of Inactive PCS Permits An inactive permit is a facility that has shut down or is no longer discharging. Date of Government Version: 11/05/2014 Source: EPA Date Data Arrived at EDR:01/06/2015 Telephone: 202-564-2496 Date Made Active in Reports:05/06/2015 Last EDR Contact:09/30/2021 Number of Days to Update: 120 Next Scheduled EDR Contact:01/17/2022 Data Release Frequency:Semi-Annually PCS: Permit Compliance System PCS is a computerized management information system that contains data on National Pollutant Discharge Elimination System(NPDES)permit holding facilities. PCS tracks the permit,compliance,and enforcement status of NPDES facilities. Date of Government Version:07/14/2011 Source: EPA,Office of Water Date Data Arrived at EDR:08/05/2011 Telephone: 202-564-2496 Date Made Active in Reports:09/29/2011 Last EDR Contact:09/30/2021 Number of Days to Update:55 Next Scheduled EDR Contact:01/17/2022 Data Release Frequency:Semi-Annually TC6745457.2s Page GR-26 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING EDR HIGH RISK HISTORICAL RECORDS EDR Exclusive Records EDR MGP: EDR Proprietary Manufactured Gas Plants The EDR Proprietary Manufactured Gas Plant Database includes records of coal gas plants(manufactured gas plants) compiled by EDR's researchers. Manufactured gas sites were used in the United States from the 1800's to 1950's to produce a gas that could be distributed and used as fuel.These plants used whale oil, rosin, coal,or a mixture of coal,oil,and water that also produced a significant amount of waste.Many of the byproducts of the gas production, such as coal tar(oily waste containing volatile and non-volatile chemicals),sludges,oils and other compounds are potentially hazardous to human health and the environment.The byproduct from this process was frequently disposed of directly at the plant site and can remain or spread slowly,serving as a continuous source of soil and groundwater contamination. Date of Government Version:N/A Source: EDR,Inc. Date Data Arrived at EDR: N/A Telephone: N/A Date Made Active in Reports: N/A Last EDR Contact: N/A Number of Days to Update: N/A Next Scheduled EDR Contact:N/A Data Release Frequency: No Update Planned EDR Hist Auto: EDR Exclusive Historical Auto Stations EDR has searched selected national collections of business directories and has collected listings of potential gas station/filling station/service station sites that were available to EDR researchers.EDR's review was limited to those categories of sources that might, in EDR's opinion, include gas station/filling station/service station establishments.The categories reviewed included, but were not limited to gas,gas station,gasoline station, filling station,auto,automobile repair,auto service station,service station,etc.This database falls within a category of information EDR classifies as"High Risk Historical Records",or HRHR.EDR's HRHR effort presents unique and sometimes proprietary data about past sites and operations that typically create environmental concerns, but may not show up in current government records searches. Date of Government Version:N/A Source: EDR,Inc. Date Data Arrived at EDR: N/A Telephone: N/A Date Made Active in Reports: N/A Last EDR Contact: N/A Number of Days to Update: N/A Next Scheduled EDR Contact:N/A Data Release Frequency:Varies EDR Hist Cleaner: EDR Exclusive Historical Cleaners EDR has searched selected national collections of business directories and has collected listings of potential dry cleaner sites that were available to EDR researchers. EDR's review was limited to those categories of sources that might, in EDR's opinion, include dry cleaning establishments.The categories reviewed included, but were not limited to dry cleaners,cleaners, laundry,laundromat,cleaning/laundry,wash&dry etc.This database falls within a category of information EDR classifies as"High Risk Historical Records",or HRHR. EDR's HRHR effort presents unique and sometimes proprietary data about past sites and operations that typically create environmental concerns, but may not show up in current government records searches. Date of Government Version:N/A Source: EDR,Inc. Date Data Arrived at EDR: N/A Telephone: N/A Date Made Active in Reports: N/A Last EDR Contact: N/A Number of Days to Update: N/A Next Scheduled EDR Contact:N/A Data Release Frequency:Varies EDR RECOVERED GOVERNMENT ARCHIVES Exclusive Recovered Govt.Archives RGA HWS: Recovered Government Archive State Hazardous Waste Facilities List The EDR Recovered Government Archive State Hazardous Waste database provides a list of SHWS incidents derived from historical databases and includes many records that no longer appear in current government lists.Compiled from Records formerly available from the Texas Commission of Environmental Quality in Texas formerly known as Texas Natural Resources Conservation Commission which changed in 2002. TC6745457.2s Page GR-27 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version:N/A Source: Texas Commission on Environmental Quality Date Data Arrived at EDR:07/01/2013 Telephone: N/A Date Made Active in Reports: 12/26/2013 Last EDR Contact:06/01/2012 Number of Days to Update: 178 Next Scheduled EDR Contact:N/A Data Release Frequency:Varies RGA LF: Recovered Government Archive Solid Waste Facilities List The EDR Recovered Government Archive Landfill database provides a list of landfills derived from historical databases and includes many records that no longer appear in current government lists.Compiled from Records formerly available from the Texas Commission of Environmental Quality in Texas formerly known as Texas Natural Resources Conservation Commission which changed in 2002. Date of Government Version:N/A Source: Texas Commission on Environmental Quality Date Data Arrived at EDR:07/01/2013 Telephone: N/A Date Made Active in Reports:01/13/2014 Last EDR Contact:06/01/2012 Number of Days to Update: 196 Next Scheduled EDR Contact:N/A Data Release Frequency:Varies COUNTY RECORDS TRAVIS COUNTY: HIST UST AUSTIN: Historic Tank Records A listing of historic records from the City of Austin. Date of Government Version:06/25/2012 Source: Department of Planning&Development Review Date Data Arrived at EDR:06/29/2012 Telephone: 512-974-2715 Date Made Active in Reports:08/23/2012 Last EDR Contact:08/25/2021 Number of Days to Update:55 Next Scheduled EDR Contact: 12/13/2021 Data Release Frequency:Varies OTHER DATABASE(S) Depending on the geographic area covered by this report,the data provided in these specialty databases may or may not be complete. For example,the existence of wetlands information data in a specific report does not mean that all wetlands in the area covered by the report are included. Moreover,the absence of any reported wetlands information does not necessarily mean that wetlands do not exist in the area covered by the report. CT MANIFEST: Hazardous Waste Manifest Data Facility and manifest data. Manifest is a document that lists and tracks hazardous waste from the generator through transporters to a tsd facility. Date of Government Version:07/23/2021 Source: Department of Energy&Environmental Protection Date Data Arrived at EDR:08/10/2021 Telephone: 860-424-3375 Date Made Active in Reports: 11/08/2021 Last EDR Contact:08/10/2021 Number of Days to Update:90 Next Scheduled EDR Contact: 11/22/2021 Data Release Frequency: No Update Planned NJ MANIFEST: Manifest Information Hazardous waste manifest information. Date of Government Version: 12/31/2018 Source: Department of Environmental Protection Date Data Arrived at EDR:04/10/2019 Telephone: N/A Date Made Active in Reports:05/16/2019 Last EDR Contact: 10/05/2021 Number of Days to Update:36 Next Scheduled EDR Contact:01/17/2022 Data Release Frequency:Annually TC6745457.2s Page GR-28 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING NY MANIFEST: Facility and Manifest Data Manifest is a document that lists and tracks hazardous waste from the generator through transporters to a TSD facility. Date of Government Version:01/01/2019 Source: Department of Environmental Conservation Date Data Arrived at EDR:04/29/2020 Telephone: 518-402-8651 Date Made Active in Reports:07/10/2020 Last EDR Contact: 10/29/2021 Number of Days to Update:72 Next Scheduled EDR Contact:02/07/2022 Data Release Frequency:Quarterly PA MANIFEST: Manifest Information Hazardous waste manifest information. Date of Government Version:06/30/2018 Source: Department of Environmental Protection Date Data Arrived at EDR:07/19/2019 Telephone: 717-783-8990 Date Made Active in Reports:09/10/2019 Last EDR Contact: 10/07/2021 Number of Days to Update:53 Next Scheduled EDR Contact:01/24/2022 Data Release Frequency:Annually RI MANIFEST: Manifest information Hazardous waste manifest information Date of Government Version: 12/31/2019 Source: Department of Environmental Management Date Data Arrived at EDR:02/11/2021 Telephone: 401-222-2797 Date Made Active in Reports:02/24/2021 Last EDR Contact:08/11/2021 Number of Days to Update: 13 Next Scheduled EDR Contact: 11/29/2021 Data Release Frequency:Annually VT MANIFEST: Hazardous Waste Manifest Data Hazardous waste manifest information. Date of Government Version: 10/28/2019 Source: Department of Environmental Conservation Date Data Arrived at EDR: 10/29/2019 Telephone: 802-241-3443 Date Made Active in Reports:01/09/2020 Last EDR Contact: 10/07/2021 Number of Days to Update:72 Next Scheduled EDR Contact:01/24/2022 Data Release Frequency:Annually WI MANIFEST: Manifest Information Hazardous waste manifest information. Date of Government Version:05/31/2018 Source: Department of Natural Resources Date Data Arrived at EDR:06/19/2019 Telephone: N/A Date Made Active in Reports:09/03/2019 Last EDR Contact:09/01/2021 Number of Days to Update:76 Next Scheduled EDR Contact: 12/20/2021 Data Release Frequency:Annually Oil/Gas Pipelines Source: Endeavor Business Media Petroleum Bundle(Crude Oil,Refined Products, Petrochemicals,Gas Liquids(LPG/NGL),and Specialty Gases(Miscellaneous))N=Natural Gas Bundle(Natural Gas,Gas Liquids(LPG/NGL),and Specialty Gases (Miscellaneous)).This map includes information copyrighted by Endeavor Business Media.This information is provided on a best effort basis and Endeavor Business Media does not guarantee its accuracy nor warrant its fitness for any particular purpose.Such information has been reprinted with the permission of Endeavor Business Media. Electric Power Transmission Line Data Source: Endeavor Business Media This map includes information copyrighted by Endeavor Business Media.This information is provided on a best effort basis and Endeavor Business Media does not guarantee its accuracy nor warrant its fitness for any particular purpose.Such information has been reprinted with the permission of Endeavor Business Media. Sensitive Receptors: There are individuals deemed sensitive receptors due to their fragile immune systems and special sensitivity to environmental discharges. These sensitive receptors typically include the elderly,the sick,and children. While the location of all sensitive receptors cannot be determined, EDR indicates those buildings and facilities-schools,daycares,hospitals,medical centers, and nursing homes-where individuals who are sensitive receptors are likely to be located. TC6745457.2s Page GR-29 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING AHA Hospitals: Source:American Hospital Association, Inc. Telephone:312-280-5991 The database includes a listing of hospitals based on the American Hospital Association's annual survey of hospitals. Medical Centers: Provider of Services Listing Source:Centers for Medicare&Medicaid Services Telephone:410-786-3000 A listing of hospitals with Medicare provider number, produced by Centers of Medicare&Medicaid Services, a federal agency within the U.S.Department of Health and Human Services. Nursing Homes Source: National Institutes of Health Telephone:301-594-6248 Information on Medicare and Medicaid certified nursing homes in the United States. Public Schools Source: National Center for Education Statistics Telephone:202-502-7300 The National Center for Education Statistics'primary database on elementary and secondary public education in the United States. It is a comprehensive,annual, national statistical database of all public elementary and secondary schools and school districts,which contains data that are comparable across all states. Private Schools Source: National Center for Education Statistics Telephone:202-502-7300 The National Center for Education Statistics'primary database on private school locations in the United States. Daycare Centers:Child Care Facility List Source: Department of Protective&Regulatory Services Telephone:512-438-3269 Flood Zone Data: This data was obtained from the Federal Emergency Management Agency(FEMA).It depicts 100-year and 500-year flood zones as defined by FEMA.It includes the National Flood Hazard Layer(NFHL)which incorporates Flood Insurance Rate Map(FIRM)data and Q3 data from FEMA in areas not covered by NFHL. Source: FEMA Telephone:877-336-2627 Date of Government Version:2003,2015 NWI: National Wetlands Inventory. This data,available in select counties across the country,was obtained by EDR in 2002,2005 and 2010 from the U.S.Fish and Wildlife Service. State Wetlands Data:Wetland Inventory Source:Texas General Land Office Telephone:512-463-0745 Current USGS 7.5 Minute Topographic Map Source: U.S.Geological Survey STREET AND ADDRESS INFORMATION ©2015 TomTom North America, Inc.All rights reserved. This material is proprietary and the subject of copyright protection and other intellectual property rights owned by or licensed to Tele Atlas North America, Inc. The use of this material is subject to the terms of a license agreement. You will be held liable for any unauthorized copying or disclosure of this material. TC6745457.2s Page GR-30 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE ADDENDUM TARGET PROPERTY ADDRESS CITY OF CORPUS CHRISTI-ALAMEDA 3102 S ALAMEDA ST CORPUS CHRISTI, TX 78404 TARGET PROPERTY COORDINATES Latitude(North): 27.75865-27'45' 31.14" Longitude(West): 97.390834-97° 23'27.00" Universal Tranverse Mercator: Zone 14 UTM X(Meters): 658583.2 UTM Y(Meters): 3071334.0 Elevation: 30 ft. above sea level USGS TOPOGRAPHIC MAP Target Property Map: 12682739 CORPUS CHRISTI,TX Version Date: 2019 Northeast Map: 12682795 PORTLAND, TX Version Date: 2019 Southeast Map: 12682783 OSO CREEK NE, TX Version Date: 2019 Southwest Map: 12682785 OSO CREEK NW,TX Version Date: 2019 EDR's GeoCheck Physical Setting Source Addendum is provided to assist the environmental professional in forming an opinion about the impact of potential contaminant migration. Assessment of the impact of contaminant migration generally has two principle investigative components: 1. Groundwater flow direction, and 2. Groundwater flow velocity. Groundwater flow direction may be impacted by surface topography, hydrology, hydrogeology, characteristics of the soil, and nearby wells. Groundwater flow velocity is generally impacted by the nature of the geologic strata. TC6745457.2s Page A-1 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK° - PHYSICAL SETTING SOURCE SUMMARY GROUNDWATER FLOW DIRECTION INFORMATION Groundwater flow direction for a particular site is best determined by a qualified environmental professional using site-specific well data. If such data is not reasonably ascertainable, it may be necessary to rely on other sources of information, such as surface topographic information, hydrologic information, hydrogeologic data collected on nearby properties, and regional groundwater flow information (from deep aquifers). TOPOGRAPHIC INFORMATION Surface topography may be indicative of the direction of surficial groundwater flow. This information can be used to assist the environmental professional in forming an opinion about the impact of nearby contaminated properties or, should contamination exist on the target property,what downgradient sites might be impacted. TARGET PROPERTY TOPOGRAPHY General Topographic Gradient: General East SURROUNDING TOPOGRAPHY: ELEVATION PROFILES 0 N N NW W W W W W W W W W W W W N N W � O O O O O O O O O O O O O O O N p) North South TP 0 W W W W W � � � f0 W W W N N N N N W W W N N N O O 10 {D t0 f0 West East TP 0 1/2 1 Miles Target Property Elevation: 30 ft. Source: Topography has been determined from the USGS 7.5' Digital Elevation Model and should be evaluated on a relative(not an absolute)basis. Relative elevation information between sites of close proximity should be field verified. TC6745457.2s Page A-2 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK° - PHYSICAL SETTING SOURCE SUMMARY HYDROLOGIC INFORMATION Surface water can act as a hydrologic barrier to groundwater flow. Such hydrologic information can be used to assist the environmental professional in forming an opinion about the impact of nearby contaminated properties or, should contamination exist on the target property, what downgradient sites might be impacted. Refer to the Physical Setting Source Map following this summary for hydrologic information (major waterways and bodies of water). FEMA FLOOD ZONE Flood Plain Panel at Target Property FEMA Source Type 4854640169C FEMA Q3 Flood data Additional Panels in search area: FEMA Source Type 4854640200C FEMA Q3 Flood data 4854640168C FEMA Q3 Flood data 4854640285C FEMA Q3 Flood data NATIONAL WETLAND INVENTORY NWI Electronic NWI Quad at Target Property Data Coverage CORPUS CHRISTI YES-refer to the Overview Map and Detail Map HYDROGEOLOGIC INFORMATION Hydrogeologic information obtained by installation of wells on a specific site can often be an indicator of groundwater flow direction in the immediate area. Such hydrogeologic information can be used to assist the environmental professional in forming an opinion about the impact of nearby contaminated properties or,should contamination exist on the target property, what downgradient sites might be impacted. Site-Specific Hydrogeological Data*: Search Radius: 1.25 miles Status: Not found AQUIFLOW9 Search Radius: 1.000 Mile. EDR has developed the AQUIFLOW Information System to provide data on the general direction of groundwater flow at specific points. EDR has reviewed reports submitted by environmental professionals to regulatory authorities at select sites and has extracted the date of the report, groundwater flow direction as determined hydrogeologically, and the depth to water table. LOCATION GENERAL DIRECTION MAP ID FROM TP GROUNDWATER FLOW Not Reported *©1996 Site-specific hydrogeological data gathered by CERCLIS Alerts,Inc.,Bainbridge Island,WA.All rights reserved.All of the information and opinions presented are those of the cited EPA report(s),which were completed under a Comprehensive Environmental Response Compensation and Liability Information System(CERCLIS)investigation. TC6745457.2s Page A-3 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK° - PHYSICAL SETTING SOURCE SUMMARY GROUNDWATER FLOW VELOCITY INFORMATION Groundwater flow velocity information for a particular site is best determined by a qualified environmental professional using site specific geologic and soil strata data. If such data are not reasonably ascertainable, it may be necessary to rely on other sources of information, including geologic age identification, rock stratigraphic unit and soil characteristics data collected on nearby properties and regional soil information. In general, contaminant plumes move more quickly through sandy-gravelly types of soils than silty-clayey types of soils. GEOLOGIC INFORMATION IN GENERAL AREA OF TARGET PROPERTY Geologic information can be used by the environmental professional in forming an opinion about the relative speed at which contaminant migration may be occurring. ROCK STRATIGRAPHIC UNIT GEOLOGIC AGE IDENTIFICATION Era: Cenozoic Category: Stratifed Sequence System: Quaternary Series: Holocene Code: Qh (decoded above as Era, System&Series) Geologic Age and Rock Stratigraphic Unit Source: P.G. Schruben, R.E.Arndt and W.J. Bawiec, Geology of the Conterminous U.S. at 1:2,500,000 Scale-a digital representation of the 1974 P.B. King and H.M. Beikman Map, USGS Digital Data Series DDS- 11 (1994). TC6745457.2s Page A-4 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 55UHUU SOIL MAP - 6745457.2s Target Property o mF rs r4V;l,, SSURGO Soil Water SITE NAME: City of Corpus Christi-Alameda CLIENT: HDR Engineering,Inc. ADDRESS: 3102 S ALAMEDA ST CONTACT: Conner King CORPUS CHRISTI TX 78404 INQUIRY#: 6745457.2s LAT/LONG: 27.75865/97.390834 DATE: November 10,2021 7:59 pm Copyright,)2021 ESR,Inc.(c)2015 TornTom Rel. 2015. DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK° - PHYSICAL SETTING SOURCE SUMMARY DOMINANT SOIL COMPOSITION IN GENERAL AREA OF TARGET PROPERTY The U.S. Department of Agriculture's(USDA)Soil Conservation Service (SCS)leads the National Cooperative Soil Survey(NCSS)and is responsible for collecting, storing, maintaining and distributing soil survey information for privately owned lands in the United States.A soil map in a soil survey is a representation of soil patterns in a landscape. The following information is based on Soil Conservation Service SSURGO data. Soil Map ID: 1 Soil Component Name: Urban land Soil Surface Texture: variable Hydrologic Group: Class D-Very slow infiltration rates. Soils are clayey, have a high water table, or are shallow to an impervious layer. Soil Drainage Class: Hydric Status: Unknown Corrosion Potential-Uncoated Steel: Not Reported Depth to Bedrock Min: >0 inches Depth to Watertable Min: >0 inches Soil Layer Information Boundary Classification Saturated hydraulic Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil conductivity Soil Reaction micro m/sec (pH) 1 0 inches 40 inches variable Not reported Not reported Max: 141 Max: Min: Min:0.42 LOCAL/REGIONAL WATER AGENCY RECORDS EDR Local/Regional Water Agency records provide water well information to assist the environmental professional in assessing sources that may impact ground water flow direction, and in forming an opinion about the impact of contaminant migration on nearby drinking water wells. WELL SEARCH DISTANCE INFORMATION DATABASE SEARCH DISTANCE(miles) Federal USGS 1.000 Federal FRDS PWS Nearest PWS within 1 mile State Database 1.000 TC6745457.2s Page A-6 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK° - PHYSICAL SETTING SOURCE SUMMARY FEDERAL USGS WELL INFORMATION LOCATION MAP ID WELL ID FROM TP No Wells Found FEDERAL FRDS PUBLIC WATER SUPPLY SYSTEM INFORMATION LOCATION MAP ID WELL ID FROM TP No PWS System Found Note: PWS System location is not always the same as well location. STATE DATABASE WELL INFORMATION LOCATION MAP ID WELL ID FROM TP Al TXMON5000379307 1/4- 1/2 Mile SSE A2 TXPLU5000146760 1/4- 1/2 Mile SSE A3 TXPLU5000032150 1/4- 1/2 Mile SSE A4 TXPLU5000032149 1/4- 1/2 Mile SSE A5 TXMON5000384351 1/4- 1/2 Mile SSE A6 TXPLU5000032164 1/4- 1/2 Mile SSE A7 TXPLU5000032158 1/4- 1/2 Mile SSE A8 TXPLU5000032157 1/4- 1/2 Mile SSE B9 TXBR30000009605 1/4- 1/2 Mile East B10 TXBR30000012745 1/4- 1/2 Mile ENE C11 TXBR30000012725 1/2- 1 Mile NNW C12 TXBR30000012726 1/2- 1 Mile NNW D13 TXBR30000012737 1/2- 1 Mile WNW D14 TXBR30000012736 1/2- 1 Mile WNW D15 TXBR30000012739 1/2- 1 Mile WNW D16 TXBR30000012738 1/2- 1 Mile WNW D17 TXBR30000012732 1/2- 1 Mile WNW D18 TXBR30000012733 1/2- 1 Mile WNW D19 TXBR30000012727 1/2- 1 Mile WNW E20 TXPLU5000063203 1/2- 1 Mile WNW E21 TXPLU5000063204 1/2- 1 Mile WNW E22 TXPLU5000063197 1/2- 1 Mile WNW E23 TXPLU5000063202 1/2- 1 Mile WNW E24 TXPLU5000063205 1/2- 1 Mile WNW E25 TXPLU5000063208 1/2- 1 Mile WNW E26 TXPLU5000063209 1/2- 1 Mile WNW E27 TXPLU5000063206 1/2- 1 Mile WNW E28 TXPLU5000063207 1/2- 1 Mile WNW F29 TXMON5000401775 1/2- 1 Mile WNW F30 TXMON5000401778 1/2- 1 Mile WNW F31 TXMON5000401772 1/2- 1 Mile WNW F32 TXMON5000414192 1/2- 1 Mile WNW F33 TXMON5000414191 1/2- 1 Mile WNW F34 TXMON5000414194 1/2- 1 Mile WNW F35 TXPLU5000157863 1/2- 1 Mile WNW F36 TXMON5000414195 1/2- 1 Mile WNW TC6745457.2s Page A-7 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK° - PHYSICAL SETTING SOURCE SUMMARY STATE DATABASE WELL INFORMATION LOCATION MAP ID WELL ID FROM TP G37 TXMON5000102231 1/2- 1 Mile WNW G38 TXMON5000102232 1/2- 1 Mile WNW G39 TXDOL2000117955 1/2- 1 Mile WNW G40 TXDOL2000117956 1/2- 1 Mile WNW F41 TXMON5000401768 1/2- 1 Mile WNW 42 TXBR30000012645 1/2- 1 Mile North H43 TXPLU5000063675 1/2- 1 Mile NW H44 TXPLU5000063676 1/2- 1 Mile NW H45 TXPLU5000063674 1/2- 1 Mile NW H46 TXPLU5000063672 1/2- 1 Mile NW H47 TXPLU5000063673 1/2- 1 Mile NW H48 TXPLU5000063680 1/2- 1 Mile NW H49 TXPLU5000066400 1/2- 1 Mile NW H50 TXPLU5000063679 1/2- 1 Mile NW H51 TXPLU5000063677 1/2- 1 Mile NW H52 TXPLU5000063678 1/2- 1 Mile NW TC6745457.2s Page A-8 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC PHY51GAL SETTING 5OURCE MAP - 6745457.2s Mor a AV j Eli be h St 50 1y S r �- P gA�a �2 Oen �a a W G ��\ E Di B i A �e�ao 1 .E R .. i e �r e� A! County Boundary 0 1/4 1/2 1 Miles N Major Roads Contour Lines Groundwater Flow Direction Airports c i Indeterminate Groundwater Flow at Location Earthquake epicenter,Richter 5 or greater c v Groundwater Flow Varies at Location Q Water Wells H D Closest Hydrogeological Data Q Public Water Supply Wells Oil or gas wells Cluster of Multiple Icons SITE NAME: City of Corpus Christi-Alameda CLIENT: HDR Engineering,Inc. ADDRESS: 3102 S ALAMEDA ST CONTACT: Conner King CORPUS CHRISTI TX 78404 INQUIRY#: 6745457.2s LAT/LONG: 27.75865/97.390834 DATE: November 10,2021 7:59 pm Copyright,)2021 ESR,Inc.(c)2015 TonnTom Rel. 2015. DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number Al SSE TX WELLS TXMON5000379307 1/4-1/2 Mile Higher Database: Submitted Drillers Reports Database(Monitoring) Well Rpt#: 384663 Well Type: New Well Proposed Use: Monitor Borehole Depth(ft): 20.25 Injurious Water Quality: no Plugging Rpt#: 148805 Submitted Date: 2014-12-31 Owner Name: MrAman Ullah Well#: TMW-1/B-1 #Wells Drilled: Not Reported Elevation: Not Reported Type of Work: New Well Work Type Desc: Not Reported Original Well Rpt Track#: Not Reported Proposed Use: Monitor Proposed Use Desc: Not Reported TCEQ Approved Plans: Not Reported PWS#: Not Reported Drill Start Date: 2014-12-19 Drill End Date: 2014-12-19 Seal Method: Unknown Seal Method Desc: Not Reported Dist to Septic/Other Contam: Not Reported Distance to Septic Tank: Not Reported Dist to Property Line: Not Reported Distance Verify Meth: Not Reported Approved by Variance: Not Reported Sealed by Driller: No Sealed by Name: Not Reported Surface Completion: Unknown Surf Complete Desc: Not Reported Completed by Driller: Not Reported Pump Type: Not Reported Pump Type Desc: Not Reported Pump Depth: Not Reported Chemical Analysis: No Injurious Water: No Company Name: EnviroCore,Inc. Driller Name: Craig Schena Comments: Not Reported Plugged within 48 hrs: Yes Plugging Rpt Tracking#: 148805 Driller License#: 4694 Apprentice Reg#: Not Reported Details Reports For: Well Bore Hole Diameter: 2 Top Depth: 0 Bottom Depth: 20 Details Reports For: Well Drilling Method Drill Method: Direct Push Details Reports For: Well Completion Borehole Completion: Unknown Details Reports For: Well Seal Range Top Depth: 0 Bottom Depth: 4 Annular Seal: 1.0/bentonite Amount: Not Reported Unit: Not Reported Details Reports For: Well Seal Range Top Depth: 4 Bottom Depth: 20 Annular Seal: 1.0/sand Amount: Not Reported Unit: Not Reported Details Reports For: Well Plugback Top Depth: Not Reported Bottom Depth: Not Reported Migrated Sort#: 1 Plugback: 0.0-0.0 20.0-0.0 1.0/bentonite Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 0 Bottom Depth: 6.3 Lithology: silty clay; brown TC6745457.2s Page A-10 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 6.3 Bottom Depth: 7.3 Lithology: clay;light gray Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 7.3 Bottom Depth: 11 Lithology: silty clay; light gray Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 11 Bottom Depth: 20 Lithology: clay;light brown Details Reports For: Well Casing Migrated Sort#: 1 Top Depth: Not Reported Bottom Depth: Not Reported Migrated Casing Info: 1.0 new pvc screen 20.0-10.0.010 Diameter: Not Reported Casing Status: Not Reported Casing Material: Not Reported Casing Type: Not Reported Schedule: Not Reported Gauge: Not Reported Details Reports For: Well Casing Migrated Sort#: 2 Top Depth: Not Reported Bottom Depth: Not Reported Migrated Casing Info: 1.0 new pvc riser 10.0-.025 sch40 Diameter: Not Reported Casing Status: Not Reported Casing Material: Not Reported Casing Type: Not Reported Schedule: Not Reported Gauge: Not Reported A2 SSE TX WELLS TXPLU5000146760 1/4-1/2 Mile Higher Database: Submitted Drillers Reports Database(Plugged) Plugging Rpt#: 148805 Well Type: Monitor Borehole Depth(ft): 20.25 Well Report#: 384663 Details Reports For: Plug Data Submitted Date: 2014-12-31 Owner Name: Mr Aman Ullah Well#: TMW-1/B-1 #Wells Plugged: Not Reported Elevation: Not Reported Original Company Name: EnviroCore,Inc. Original Driller: Craig Schena Original License#: 4694 Original Well Use: Monitor Original Drill Date: 2014-12-19 Plug Method: Unknown Plug Date: 2014-12-19 Variance#: Not Reported Company Name: EnviroCore,Inc. Plugger Name: Craig Schena Driller License: 4694 Apprentice Reg#: Not Reported Comments: Not Reported Comments: Not Reported Details Reports For: Plug Bore Hole Diameter: 2 Top Depth: 0 Bottom Depth: 20 Details Reports For: Plug Range Top Depth: Not Reported Bottom Depth: Not Reported Plug Seal: 0.0-0.0 20.0-0.0 1.0/bentonite Amount: Not Reported Unit: Not Reported TC6745457.2s Page A-11 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number A3 SSE TX WELLS TXPLU5000032150 1/4-1/2 Mile Higher Database: Submitted Drillers Reports Database(Plugged) Plugging Rpt#: 102224 Well Type: Monitor Borehole Depth(ft): 20 Well Report#: Not Reported Details Reports For: Plug Data Submitted Date: 2015-05-13 Owner Name: Mr.Aman Ullah Well#: MW-2 #Wells Plugged: Not Reported Elevation: Not Reported Original Company Name: Not Reported Original Driller: Not Reported Original License#: Not Reported Original Well Use: Monitor Original Drill Date: Not Reported Plug Method: Pour in 3/8 bentonite chips when standing water in well is less than 100 feet depth,cement top 2 feet Plug Date: 2015-05-08 Variance#: Not Reported Company Name: EnviroCore, Inc. Plugger Name: Craig Schena Driller License: 4694 Apprentice Reg#: Not Reported Comments: No Data Comments: Not Reported Details Reports For: Plug Bore Hole Diameter: 10 Top Depth: Not Reported Bottom Depth: 20 Details Reports For: Plug Casing Top Depth: 0 Bottom Depth: 0 Diameter: 4 Details Reports For: Plug Range Top Depth: 0 Bottom Depth: 20 Plug Seal: 2.0/bentonite Amount: Not Reported Unit: Not Reported A4 SSE TX WELLS TXPLU5000032149 1/4-1/2 Mile Higher Database: Submitted Drillers Reports Database(Plugged) Plugging Rpt#: 102223 Well Type: Monitor Borehole Depth(ft): 20 Well Report#: Not Reported Details Reports For: Plug Data Submitted Date: 2015-05-13 Owner Name: Mr.Aman Ullah Well#: MW-1 #Wells Plugged: Not Reported Elevation: Not Reported Original Company Name: Not Reported Original Driller: Not Reported Original License#: Not Reported Original Well Use: Monitor Original Drill Date: Not Reported Plug Method: Pour in 3/8 bentonite chips when standing water in well is less than 100 feet depth,cement top 2 feet Plug Date: 2015-05-08 Variance#: Not Reported Company Name: EnviroCore, Inc. Plugger Name: Craig Schena Driller License: 4694 Apprentice Reg#: Not Reported Comments: No Data Comments: Not Reported TC6745457.2s Page A-12 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Details Reports For: Plug Bore Hole Diameter: 10 Top Depth: Not Reported Bottom Depth: 20 Details Reports For: Plug Casing Top Depth: 0 Bottom Depth: 0 Diameter: 4 Details Reports For: Plug Range Top Depth: 0 Bottom Depth: 20 Plug Seal: 2.0/bentonite Amount: Not Reported Unit: Not Reported A5 SSE TX WELLS TXMON5000384351 1/4-1/2 Mile Higher Database: Submitted Drillers Reports Database(Monitoring) Well Rpt#: 389850 Well Type: New Well Proposed Use: Monitor Borehole Depth(ft): 20 Injurious Water Quality: no Plugging Rpt#: 102227 Submitted Date: 2015-03-05 Owner Name: Mr Aman Ullah Well#: MW-5 #Wells Drilled: Not Reported Elevation: Not Reported Type of Work: New Well Work Type Desc: Not Reported Original Well Rpt Track#: Not Reported Proposed Use: Monitor Proposed Use Desc: Not Reported TCEQ Approved Plans: Not Reported PWS#: Not Reported Drill Start Date: 2015-02-26 Drill End Date: 2015-02-26 Seal Method: Hand Mixed Seal Method Desc: Not Reported Dist to Septic/Other Contam: Not Reported Distance to Septic Tank: Not Reported Dist to Property Line: Not Reported Distance Verify Meth: Not Reported Approved by Variance: Not Reported Sealed by Driller: No Sealed by Name: ECI Surface Completion: Surface Slab Installed Surf Complete Desc: Not Reported Completed by Driller: Not Reported Pump Type: Not Reported Pump Type Desc: Not Reported Pump Depth: Not Reported Chemical Analysis: No Injurious Water: No Company Name: EnviroCore,Inc. Driller Name: Craig Schena Comments: Not Reported Plugged within 48 hrs: No Plugging Rpt Tracking#: 102227 Driller License#: 4694 Apprentice Reg#: Not Reported Details Reports For: Well Bore Hole Diameter: 8 Top Depth: 0 Bottom Depth: 20 Details Reports For: Well Drilling Method Drill Method: Hollow Stem Auger Details Reports For: Well Completion Borehole Completion: Other-16/30 silica sand Details Reports For: Well Seal Range Top Depth: 4 Bottom Depth: 20 Annular Seal: 6.5 sand Amount: Not Reported Unit: Not Reported Details Reports For: Well Seal Range Top Depth: 0 TC6745457.2s Page A-13 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Bottom Depth: 3 Annular Seal: 3.5 cement Amount: Not Reported Unit: Not Reported Details Reports For: Well Seal Range Top Depth: 3 Bottom Depth: 4 Annular Seal: 1.5/bentonite Amount: Not Reported Unit: Not Reported Details Reports For: Well Levels Measurement: 8.6899999999999995 Measurement Date: 2015-02-26 Artesian Flow: Not Reported Measurement Method: Unknown Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 0 Bottom Depth: 4 Lithology: silty clay; brown Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 4 Bottom Depth: 7 Lithology: clay;dark gray Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 7 Bottom Depth: 14 Lithology: silty clay; light gray Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 14 Bottom Depth: 20 Lithology: clay;light brown Details Reports For: Well Casing Migrated Sort#: 1 Top Depth: Not Reported Bottom Depth: Not Reported Migrated Casing Info: 2.0 new PVC screen 20.0-10.0.010 Diameter: Not Reported Casing Status: Not Reported Casing Material: Not Reported Casing Type: Not Reported Schedule: Not Reported Gauge: Not Reported Details Reports For: Well Casing Migrated Sort#: 2 Top Depth: Not Reported Bottom Depth: Not Reported Migrated Casing Info: 2.0 new PVC riser 10.0-0.0 SCH40 Diameter: Not Reported Casing Status: Not Reported Casing Material: Not Reported Casing Type: Not Reported Schedule: Not Reported Gauge: Not Reported A6 SSE TX WELLS TXPLU5000032164 1/4-1/2 Mile Higher Database: Submitted Drillers Reports Database(Plugged) Plugging Rpt#: 102226 Well Type: Monitor Borehole Depth(ft): 20 Well Report#: Not Reported Details Reports For: Plug Data Submitted Date: 2015-05-13 TC6745457.2s Page A-14 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Owner Name: Mr.Aman Ullah Well#: MW-4 #Wells Plugged: Not Reported Elevation: Not Reported Original Company Name: Not Reported Original Driller: Not Reported Original License#: Not Reported Original Well Use: Monitor Original Drill Date: Not Reported Plug Method: Pour in 3/8 bentonite chips when standing water in well is less than 100 feet depth,cement top 2 feet Plug Date: 2015-05-08 Variance#: Not Reported Company Name: EnviroCore,Inc. Plugger Name: Craig Schena Driller License: 4694 Apprentice Reg#: Not Reported Comments: No Data Comments: Not Reported Details Reports For: Plug Bore Hole Diameter: 10 Top Depth: Not Reported Bottom Depth: 20 Details Reports For: Plug Casing Top Depth: 0 Bottom Depth: 0 Diameter: 4 Details Reports For: Plug Range Top Depth: 0 Bottom Depth: 20 Plug Seal: 2.0/bentonite Amount: Not Reported Unit: Not Reported A7 SSE TX WELLS TXPLU5000032158 1/4-1/2 Mile Higher Database: Submitted Drillers Reports Database(Plugged) Plugging Rpt#: 102227 Well Type: Monitor Borehole Depth(ft): 20 Well Report#: 389850 Details Reports For: Plug Data Submitted Date: 2015-05-13 Owner Name: Mr.Aman Ullah Well#: MW-5 #Wells Plugged: Not Reported Elevation: Not Reported Original Company Name: Not Reported Original Driller: Craig Schena Original License#: 4694 Original Well Use: Monitor Original Drill Date: 2015-02-26 Plug Method: Pour in 3/8 bentonite chips when standing water in well is less than 100 feet depth,cement top 2 feet Plug Date: 2015-05-08 Variance#: Not Reported Company Name: EnviroCore,Inc. Plugger Name: Craig Schena Driller License: 4694 Apprentice Reg#: Not Reported Comments: No Data Comments: Not Reported Details Reports For: Plug Bore Hole Diameter: 8 Top Depth: Not Reported Bottom Depth: 20 Details Reports For: Plug Casing Top Depth: 0 Bottom Depth: 0 Diameter: 2 Details Reports For: Plug Range Top Depth: 0 Bottom Depth: 20 Plug Seal: 1.0/bentonite Amount: Not Reported Unit: Not Reported TC6745457.2s Page A-15 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number A8 SSE TX WELLS TXPLU5000032157 1/4-1/2 Mile Higher Database: Submitted Drillers Reports Database(Plugged) Plugging Rpt#: 102225 Well Type: Monitor Borehole Depth(ft): 20 Well Report#: Not Reported Details Reports For: Plug Data Submitted Date: 2015-05-13 Owner Name: Mr.Aman Ullah Well#: MW-3 #Wells Plugged: Not Reported Elevation: Not Reported Original Company Name: Not Reported Original Driller: Not Reported Original License#: Not Reported Original Well Use: Monitor Original Drill Date: Not Reported Plug Method: Pour in 3/8 bentonite chips when standing water in well is less than 100 feet depth,cement top 2 feet Plug Date: 2015-05-08 Variance#: Not Reported Company Name: EnviroCore, Inc. Plugger Name: Craig Schena Driller License: 4694 Apprentice Reg#: Not Reported Comments: No Data Comments: Not Reported Details Reports For: Plug Bore Hole Diameter: 10 Top Depth: Not Reported Bottom Depth: 20 Details Reports For: Plug Casing Top Depth: 0 Bottom Depth: 0 Diameter: 4 Details Reports For: Plug Range Top Depth: 0 Bottom Depth: 20 Plug Seal: 2.0/bentonite Amount: Not Reported Unit: Not Reported 139 East TX WELLS TXBR30000009605 1/4-1/2 Mile Higher Database: Brackish Resources Aquifer Characterization System Database Well ID: 10742 Data Source: TCEQ Water Well Images Total Hole Depth(ft): 304 Total Well Depth: 304 Well Bottom Elevation: -275 Drill Date: 19961024 Kelly Bushing Height: 0 Well Type: Withdrawal of Water Locating Agency: TWDB Elevation: 29 Elevation Method: D Elevation Agency: TWDB Elevation Date: 2011 919 TC6745457.2s Page A-16 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number B10 ENE TX WELLS TXBR30000012745 1/4-1/2 Mile Higher Database: Brackish Resources Aquifer Characterization System Database Well ID: 13958 Data Source: DBSA Water Wells CCASRCD Total Hole Depth(ft): -99999 Total Well Depth: 289 Well Bottom Elevation: -260 Drill Date: 200111 7 Kelly Bushing Height: 0 Well Type: Withdrawal of Water Locating Agency: DBSA Elevation: 29 Elevation Method: D Elevation Agency: TWDB Elevation Date: 20122 1 C11 NNW TX WELLS TXBR30000012725 1/2-1 Mile Higher Database: Brackish Resources Aquifer Characterization System Database Well ID: 13938 Data Source: DBSA Water Wells CCASRCD Total Hole Depth(ft): -99999 Total Well Depth: 272 Well Bottom Elevation: -239 Drill Date: 1997 328 Kelly Bushing Height: 0 Well Type: Withdrawal of Water Locating Agency: DBSA Elevation: 33 Elevation Method: D Elevation Agency: TWDB Elevation Date: 20122 1 C12 NNW TX WELLS TXBR30000012726 1/2-1 Mile Higher Database: Brackish Resources Aquifer Characterization System Database Well ID: 13939 Data Source: DBSA Water Wells CCASRCD Total Hole Depth(ft): -99999 Total Well Depth: 282 Well Bottom Elevation: -249 Drill Date: 1997 416 Kelly Bushing Height: 0 Well Type: Withdrawal of Water Locating Agency: DBSA Elevation: 33 Elevation Method: D Elevation Agency: TWDB Elevation Date: 20122 1 D13 WNW TX WELLS TXBR30000012737 1/2-1 Mile Higher Database: Brackish Resources Aquifer Characterization System Database Well ID: 13950 Data Source: DBSA Water Wells CCASRCD Total Hole Depth(ft): -99999 Total Well Depth: 30 Well Bottom Elevation: 3 Drill Date: 2004 227 Kelly Bushing Height: 0 Well Type: Other Locating Agency: DBSA Elevation: 33 Elevation Method: D Elevation Agency: TWDB TC6745457.2s Page A-17 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Elevation Date: 20122 1 D14 WNW TX WELLS TXBR30000012736 1/2-1 Mile Higher Database: Brackish Resources Aquifer Characterization System Database Well ID: 13949 Data Source: DBSA Water Wells CCASRCD Total Hole Depth(ft): -99999 Total Well Depth: 30 Well Bottom Elevation: 3 Drill Date: 2004 227 Kelly Bushing Height: 0 Well Type: Other Locating Agency: DBSA Elevation: 33 Elevation Method: D Elevation Agency: TWDB Elevation Date: 20122 1 D15 WNW TX WELLS TXBR30000012739 1/2-1 Mile Higher Database: Brackish Resources Aquifer Characterization System Database Well ID: 13952 Data Source: DBSA Water Wells CCASRCD Total Hole Depth(ft): -99999 Total Well Depth: 30 Well Bottom Elevation: 3 Drill Date: 2004 227 Kelly Bushing Height: 0 Well Type: Other Locating Agency: DBSA Elevation: 33 Elevation Method: D Elevation Agency: TWDB Elevation Date: 20122 1 D16 WNW TX WELLS TXBR30000012738 1/2-1 Mile Higher Database: Brackish Resources Aquifer Characterization System Database Well ID: 13951 Data Source: DBSA Water Wells CCASRCD Total Hole Depth(ft): -99999 Total Well Depth: 30 Well Bottom Elevation: 3 Drill Date: 2004 227 Kelly Bushing Height: 0 Well Type: Other Locating Agency: DBSA Elevation: 33 Elevation Method: D Elevation Agency: TWDB Elevation Date: 20122 1 D17 WNW TX WELLS TXBR30000012732 1/2-1 Mile Higher Database: Brackish Resources Aquifer Characterization System Database Well ID: 13945 Data Source: DBSA Water Wells CCASRCD Total Hole Depth(ft): -99999 Total Well Depth: 30 Well Bottom Elevation: 3 Drill Date: 20031113 Kelly Bushing Height: 0 Well Type: Other TC6745457.2s Page A-18 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Locating Agency: DBSA Elevation: 33 Elevation Method: D Elevation Agency: TWDB Elevation Date: 20122 1 D18 WNW TX WELLS TXBR30000012733 1/2-1 Mile Higher Database: Brackish Resources Aquifer Characterization System Database Well ID: 13946 Data Source: DBSA Water Wells CCASRCD Total Hole Depth(ft): -99999 Total Well Depth: 30 Well Bottom Elevation: 3 Drill Date: 20031125 Kelly Bushing Height: 0 Well Type: Other Locating Agency: DBSA Elevation: 33 Elevation Method: D Elevation Agency: TWDB Elevation Date: 20122 1 D19 WNW TX WELLS TXBR30000012727 1/2-1 Mile Higher Database: Brackish Resources Aquifer Characterization System Database Well ID: 13940 Data Source: DBSA Water Wells CCASRCD Total Hole Depth(ft): -99999 Total Well Depth: 30 Well Bottom Elevation: 3 Drill Date: 2003106 Kelly Bushing Height: 0 Well Type: Other Locating Agency: DBSA Elevation: 33 Elevation Method: D Elevation Agency: TWDB Elevation Date: 20122 1 E20 WNW TX WELLS TXPLU5000063203 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Plugged) Plugging Rpt#: 38952 Well Type: Monitor Borehole Depth(ft): 35 Well Report#: Not Reported Details Reports For: Plug Data Submitted Date: 2007-06-06 Owner Name: Valero Energy Corporation#972 Well#: MW-3 #Wells Plugged: Not Reported Elevation: Not Reported Original Company Name: Not Reported Original Driller: James E. Neal Original License#: 4868 Original Well Use: Monitor Original Drill Date: 1999-02-24 Plug Method: Pour in 3/8 bentonite chips when standing water in well is less than 100 feet depth,cement top 2 feet Plug Date: 2007-05-31 Variance#: Not Reported Company Name: Vortex Drilling Inc. Plugger Name: John E.Talbot Driller License: 3180 Apprentice Reg#: 57214 Comments: No Data Comments: Not Reported TC6745457.2s Page A-19 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Details Reports For: Plug Bore Hole Diameter: 4 Top Depth: Not Reported Bottom Depth: 35 Details Reports For: Plug Casing Top Depth: 0 Bottom Depth: Not Reported Diameter: 4 Details Reports For: Plug Range Top Depth: 0 Bottom Depth: 3 Plug Seal: 1.5 Cement Amount: Not Reported Unit: Not Reported Details Reports For: Plug Range Top Depth: 3 Bottom Depth: 35 Plug Seal: 4 Bentonite Amount: Not Reported Unit: Not Reported E21 WNW TX WELLS TXPLU5000063204 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Plugged) Plugging Rpt#: 38953 Well Type: Monitor Borehole Depth(ft): 35 Well Report#: Not Reported Details Reports For: Plug Data Submitted Date: 2007-06-06 Owner Name: Valero Energy Corporation#972 Well#: MW-4 #Wells Plugged: Not Reported Elevation: Not Reported Original Company Name: Not Reported Original Driller: James E. Neal Original License M 4868 Original Well Use: Monitor Original Drill Date: 1999-02-25 Plug Method: Pour in 3/8 bentonite chips when standing water in well is less than 100 feet depth,cement top 2 feet Plug Date: 2007-05-31 Variance#: Not Reported Company Name: Vortex Drilling Inc. Plugger Name: John E.Talbot Driller License: 3180 Apprentice Reg M 57214 Comments: No Data Comments: Not Reported Details Reports For: Plug Bore Hole Diameter: 4 Top Depth: Not Reported Bottom Depth: 35 Details Reports For: Plug Casing Top Depth: 0 Bottom Depth: Not Reported Diameter: 4 Details Reports For: Plug Range Top Depth: 3 Bottom Depth: 35 Plug Seal: 4 Bentonite Amount: Not Reported Unit: Not Reported Details Reports For: Plug Range Top Depth: 0 Bottom Depth: 3 Plug Seal: 1.5 Cement Amount: Not Reported Unit: Not Reported TC6745457.2s Page A-20 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number E22 WNW TX WELLS TXPLU5000063197 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Plugged) Plugging Rpt#: 38950 Well Type: Monitor Borehole Depth(ft): 35 Well Report#: Not Reported Details Reports For: Plug Data Submitted Date: 2007-06-06 Owner Name: Valero Energy Corporation#972 Well#: MW-1 #Wells Plugged: Not Reported Elevation: Not Reported Original Company Name: Not Reported Original Driller: James E. Neal Original License#: 4868 Original Well Use: Monitor Original Drill Date: 1999-02-24 Plug Method: Pour in 3/8 bentonite chips when standing water in well is less than 100 feet depth,cement top 2 feet Plug Date: 2007-05-31 Variance#: Not Reported Company Name: Vortex Drilling Inc. Plugger Name: John E.Talbot Driller License: 3180 Apprentice Reg#: 57214 Comments: No Data Comments: Not Reported Details Reports For: Plug Bore Hole Diameter: 4 Top Depth: Not Reported Bottom Depth: 35 Details Reports For: Plug Casing Top Depth: 0 Bottom Depth: Not Reported Diameter: 4 Details Reports For: Plug Range Top Depth: 0 Bottom Depth: 3 Plug Seal: 1.5 Cement Amount: Not Reported Unit: Not Reported Details Reports For: Plug Range Top Depth: 3 Bottom Depth: 35 Plug Seal: 4 Bentonite Amount: Not Reported Unit: Not Reported E23 WNW TX WELLS TXPLU5000063202 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Plugged) Plugging Rpt#: 38951 Well Type: Monitor Borehole Depth(ft): 35 Well Report#: Not Reported Details Reports For: Plug Data Submitted Date: 2007-06-06 Owner Name: Valero Energy Corporation#972 Well#: MW-2 #Wells Plugged: Not Reported Elevation: Not Reported Original Company Name: Not Reported Original Driller: James E. Neal Original License#: 4868 Original Well Use: Monitor Original Drill Date: 1999-02-24 Plug Method: Pour in 3/8 bentonite chips when standing water in well is less than 100 feet depth,cement top 2 feet TC6745457.2s Page A-21 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Plug Date: 2007-05-31 Variance#: Not Reported Company Name: Vortex Drilling Inc. Plugger Name: John E.Talbot Driller License: 3180 Apprentice Reg#: 57214 Comments: No Data Comments: Not Reported Details Reports For: Plug Bore Hole Diameter: 4 Top Depth: Not Reported Bottom Depth: 35 Details Reports For: Plug Casing Top Depth: 0 Bottom Depth: Not Reported Diameter: 4 Details Reports For: Plug Range Top Depth: 0 Bottom Depth: 4 Plug Seal: 1.5 Cement Amount: Not Reported Unit: Not Reported Details Reports For: Plug Range Top Depth: 4 Bottom Depth: 35 Plug Seal: 4 Bentonite Amount: Not Reported Unit: Not Reported E24 WNW TX WELLS TXPLU5000063205 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Plugged) Plugging Rpt#: 38954 Well Type: Monitor Borehole Depth(ft): 30 Well Report#: Not Reported Details Reports For: Plug Data Submitted Date: 2007-06-06 Owner Name: Valero Energy Corporation#972 Well#: MW-5 #Wells Plugged: Not Reported Elevation: Not Reported Original Company Name: Not Reported Original Driller: James E. Neal Original License#: 4868 Original Well Use: Monitor Original Drill Date: 1999-10-06 Plug Method: Pour in 3/8 bentonite chips when standing water in well is less than 100 feet depth,cement top 2 feet Plug Date: 2007-05-31 Variance#: Not Reported Company Name: Vortex Drilling Inc. Plugger Name: John E.Talbot Driller License: 3180 Apprentice Reg M 57214 Comments: No Data Comments: Not Reported Details Reports For: Plug Bore Hole Diameter: 4 Top Depth: Not Reported Bottom Depth: 30 Details Reports For: Plug Casing Top Depth: 0 Bottom Depth: Not Reported Diameter: 4 Details Reports For: Plug Range Top Depth: 0 Bottom Depth: 3 Plug Seal: 1.5 Cement Amount: Not Reported Unit: Not Reported TC6745457.2s Page A-22 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Details Reports For: Plug Range Top Depth: 1.5 Bottom Depth: 30 Plug Seal: 3.5 Bentonite Amount: Not Reported Unit: Not Reported E25 WNW TX WELLS TXPLU5000063208 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Plugged) Plugging Rpt#: 38957 Well Type: Monitor Borehole Depth(ft): 30 Well Report#: Not Reported Details Reports For: Plug Data Submitted Date: 2007-06-06 Owner Name: Valero Energy Corporation#972 Well#: MW-8 #Wells Plugged: Not Reported Elevation: Not Reported Original Company Name: Not Reported Original Driller: Not Reported Original License#: Not Reported Original Well Use: Monitor Original Drill Date: Not Reported Plug Method: Pour in 3/8 bentonite chips when standing water in well is less than 100 feet depth,cement top 2 feet Plug Date: 2007-05-31 Variance#: Not Reported Company Name: Vortex Drilling Inc. Plugger Name: John E.Talbot Driller License: 3180 Apprentice Reg#: 57214 Comments: No Data Comments: Not Reported Details Reports For: Plug Bore Hole Diameter: 2 Top Depth: Not Reported Bottom Depth: 30 Details Reports For: Plug Casing Top Depth: 0 Bottom Depth: Not Reported Diameter: 2 Details Reports For: Plug Range Top Depth: 3 Bottom Depth: 30 Plug Seal: 2.5 Bentonite Amount: Not Reported Unit: Not Reported Details Reports For: Plug Range Top Depth: 0 Bottom Depth: 3 Plug Seal: 1 Cement Amount: Not Reported Unit: Not Reported E26 WNW TX WELLS TXPLU5000063209 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Plugged) Plugging Rpt#: 38958 Well Type: Monitor Borehole Depth(ft): 30 Well Report#: Not Reported Details Reports For: Plug Data Submitted Date: 2007-06-06 Owner Name: Valero Energy Corporation#972 Well#: MW-9 #Wells Plugged: Not Reported TC6745457.2s Page A-23 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Elevation: Not Reported Original Company Name: Not Reported Original Driller: John E.Talbot Original License#: 3180 Original Well Use: Monitor Original Drill Date: 2007-01-23 Plug Method: Pour in 3/8 bentonite chips when standing water in well is less than 100 feet depth,cement top 2 feet Plug Date: 2007-05-31 Variance#: Not Reported Company Name: Vortex Drilling Inc. Plugger Name: John E.Talbot Driller License: 3180 Apprentice Reg#: 57214 Comments: No Data Comments: Not Reported Details Reports For: Plug Bore Hole Diameter: 2 Top Depth: Not Reported Bottom Depth: 30 Details Reports For: Plug Casing Top Depth: 0 Bottom Depth: Not Reported Diameter: 2 Details Reports For: Plug Range Top Depth: 0 Bottom Depth: 3 Plug Seal: 1 Cement Amount: Not Reported Unit: Not Reported Details Reports For: Plug Range Top Depth: 3 Bottom Depth: 30 Plug Seal: 2.5 Bentonite Amount: Not Reported Unit: Not Reported E27 WNW TX WELLS TXPLU5000063206 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Plugged) Plugging Rpt#: 38955 Well Type: Monitor Borehole Depth(ft): 30 Well Report#: Not Reported Details Reports For: Plug Data Submitted Date: 2007-06-06 Owner Name: Valero Energy Corporation#972 Well#: MW-6 #Wells Plugged: Not Reported Elevation: Not Reported Original Company Name: Not Reported Original Driller: James E. Neal Original License#: 4868 Original Well Use: Monitor Original Drill Date: 2003-11-13 Plug Method: Pour in 3/8 bentonite chips when standing water in well is less than 100 feet depth,cement top 2 feet Plug Date: 2007-05-31 Variance#: Not Reported Company Name: Vortex Drilling Inc. Plugger Name: John E.Talbot Driller License: 3180 Apprentice Reg#: 57214 Comments: No Data Comments: Not Reported Details Reports For: Plug Bore Hole Diameter: 4 Top Depth: Not Reported Bottom Depth: 30 Details Reports For: Plug Casing Top Depth: 15 Bottom Depth: 30 Diameter: 4 TC6745457.2s Page A-24 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Details Reports For: Plug Range Top Depth: 0 Bottom Depth: 3 Plug Seal: 1.5 Cement Amount: Not Reported Unit: Not Reported Details Reports For: Plug Range Top Depth: 3 Bottom Depth: 30 Plug Seal: 3.5 Bentonite Amount: Not Reported Unit: Not Reported E28 WNW TX WELLS TXPLU5000063207 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Plugged) Plugging Rpt#: 38956 Well Type: Monitor Borehole Depth(ft): 26 Well Report#: Not Reported Details Reports For: Plug Data Submitted Date: 2007-06-06 Owner Name: Valero Energy Corporation#972 Well#: MW-7 #Wells Plugged: Not Reported Elevation: Not Reported Original Company Name: Not Reported Original Driller: James E. Neal Original License#: 4868 Original Well Use: Monitor Original Drill Date: 2003-11-25 Plug Method: Pour in 3/8 bentonite chips when standing water in well is less than 100 feet depth,cement top 2 feet Plug Date: 2007-05-31 Variance#: Not Reported Company Name: Vortex Drilling Inc. Plugger Name: John E.Talbot Driller License: 3180 Apprentice Reg#: 57214 Comments: No Data Comments: Not Reported Details Reports For: Plug Bore Hole Diameter: 4 Top Depth: Not Reported Bottom Depth: 26 Details Reports For: Plug Casing Top Depth: 0 Bottom Depth: Not Reported Diameter: 4 Details Reports For: Plug Range Top Depth: 0 Bottom Depth: 3 Plug Seal: 1.5 Cement Amount: Not Reported Unit: Not Reported Details Reports For: Plug Range Top Depth: 3 Bottom Depth: 26 Plug Seal: 3 Bentonite Amount: Not Reported Unit: Not Reported F29 WNW TX WELLS TXMON5000401775 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Monitoring) Well Rpt#: 407868 Well Type: New Well Proposed Use: Environmental Soil Boring Borehole Depth(ft): 20 TC6745457.2s Page A-25 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Injurious Water Quality: no Plugging Rpt#: Not Reported Submitted Date: 2015-10-29 Owner Name: MUY Properties-MN,Ltd Well#: SB-3 #Wells Drilled: 1 Elevation: Not Reported Type of Work: New Well Work Type Desc: Not Reported Original Well Rpt Track#: Not Reported Proposed Use: Environmental Soil Boring Proposed Use Desc: Not Reported TCEQ Approved Plans: Not Reported PWS#: Not Reported Drill Start Date: 2015-10-08 Drill End Date: 2015-10-08 Seal Method: Poured Seal Method Desc: Not Reported Dist to Septic/Other Contam: Not Reported Distance to Septic Tank: Not Reported Dist to Property Line: Not Reported Distance Verify Meth: Not Reported Approved by Variance: Not Reported Sealed by Driller: Yes Sealed by Name: Not Reported Surface Completion: Not Reported Surf Complete Desc: Not Reported Completed by Driller: Not Reported Pump Type: Not Reported Pump Type Desc: Not Reported Pump Depth: Not Reported Chemical Analysis: No Injurious Water: No Company Name: EnviroCore,Inc. Driller Name: Craig Schena Comments: Not Reported Plugged within 48 hrs: No Plugging Rpt Tracking#: Not Reported Driller License#: 4694 Apprentice Reg#: Not Reported Details Reports For: Well Bore Hole Diameter: 2 Top Depth: 0 Bottom Depth: 20 Details Reports For: Well Drilling Method Drill Method: Direct Push Details Reports For: Well Completion Borehole Completion: Plugged Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 0 Bottom Depth: 2 Lithology: 0-2', No Recovery Due to Water Infiltration and soft soils Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 2 Bottom Depth: 14 Lithology: clay;dark gray to gray Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 14 Bottom Depth: 18 Lithology: clayey sand;tan Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 18 Bottom Depth: 20 Lithology: sand;tan F30 WNW TX WELLS TXMON5000401778 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Monitoring) Well Rpt#: 407869 Well Type: New Well TC6745457.2s Page A-26 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Proposed Use: Environmental Soil Boring Borehole Depth(ft): 12 Injurious Water Quality: no Plugging Rpt#: Not Reported Submitted Date: 2015-10-29 Owner Name: MUY Properties-MN,Ltd. Well#: SB-4 #Wells Drilled: 1 Elevation: Not Reported Type of Work: New Well Work Type Desc: Not Reported Original Well Rpt Track#: Not Reported Proposed Use: Environmental Soil Boring Proposed Use Desc: Not Reported TCEQ Approved Plans: Not Reported PWS#: Not Reported Drill Start Date: 2015-10-09 Drill End Date: 2015-10-09 Seal Method: Poured Seal Method Desc: Not Reported Dist to Septic/Other Contam: Not Reported Distance to Septic Tank: Not Reported Dist to Property Line: Not Reported Distance Verify Meth: Not Reported Approved by Variance: Not Reported Sealed by Driller: Yes Sealed by Name: Not Reported Surface Completion: Not Reported Surf Complete Desc: Not Reported Completed by Driller: Not Reported Pump Type: Not Reported Pump Type Desc: Not Reported Pump Depth: Not Reported Chemical Analysis: No Injurious Water: No Company Name: EnviroCore,Inc. Driller Name: Craig Schena Comments: Not Reported Plugged within 48 hrs: No Plugging Rpt Tracking#: Not Reported Driller License#: 4694 Apprentice Reg#: Not Reported Details Reports For: Well Bore Hole Diameter: 2 Top Depth: 0 Bottom Depth: 12 Details Reports For: Well Drilling Method Drill Method: Direct Push Details Reports For: Well Completion Borehole Completion: Plugged Details Reports For: Well Seal Range Top Depth: 0 Bottom Depth: 12 Annular Seal: Bentonite Amount: 1 Unit: Bags/Sacks Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 0 Bottom Depth: 2 Lithology: asphalt,base material Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 2 Bottom Depth: 12 Lithology: sand;gray F31 WNW TX WELLS TXMON5000401772 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Monitoring) Well Rpt#: 407863 Well Type: New Well Proposed Use: Environmental Soil Boring Borehole Depth(ft): 24 Injurious Water Quality: no Plugging Rpt#: Not Reported TC6745457.2s Page A-27 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Submitted Date: 2015-10-29 Owner Name: MUY Properties-MN,Ltd Well#: SB-2 #Wells Drilled: 1 Elevation: Not Reported Type of Work: New Well Work Type Desc: Not Reported Original Well Rpt Track#: Not Reported Proposed Use: Environmental Soil Boring Proposed Use Desc: Not Reported TCEQ Approved Plans: Not Reported PWS#: Not Reported Drill Start Date: 2015-10-08 Drill End Date: 2015-10-08 Seal Method: Poured Seal Method Desc: Not Reported Dist to Septic/Other Contam: Not Reported Distance to Septic Tank: Not Reported Dist to Property Line: Not Reported Distance Verify Meth: Not Reported Approved by Variance: Not Reported Sealed by Driller: Yes Sealed by Name: Not Reported Surface Completion: Not Reported Surf Complete Desc: Not Reported Completed by Driller: Not Reported Pump Type: Not Reported Pump Type Desc: Not Reported Pump Depth: Not Reported Chemical Analysis: No Injurious Water: No Company Name: EnviroCore,Inc. Driller Name: Craig Schena Comments: Not Reported Plugged within 48 hrs: No Plugging Rpt Tracking#: Not Reported Driller License#: 4694 Apprentice Reg#: Not Reported Details Reports For: Well Bore Hole Diameter: 2 Top Depth: 0 Bottom Depth: 24 Details Reports For: Well Drilling Method Drill Method: Direct Push Details Reports For: Well Completion Borehole Completion: Plugged Details Reports For: Well Seal Range Top Depth: 0 Bottom Depth: 24 Annular Seal: Bentonite Amount: 1 Unit: Bags/Sacks F32 WNW TX WELLS TXMON5000414192 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Monitoring) Well Rpt#: 421353 Well Type: New Well Proposed Use: Environmental Soil Boring Borehole Depth(ft): 25 Injurious Water Quality: no Plugging Rpt#: Not Reported Submitted Date: 2016-04-29 Owner Name: Muy Companies Well#: STC-2 #Wells Drilled: 1 Elevation: 33 Type of Work: New Well Work Type Desc: Not Reported Original Well Rpt Track#: Not Reported Proposed Use: Environmental Soil Boring Proposed Use Desc: Not Reported TCEQ Approved Plans: Not Reported PWS#: Not Reported Drill Start Date: 2016-04-21 Drill End Date: 2016-04-21 Seal Method: Hand Mixed Seal Method Desc: Not Reported Dist to Septic/Other Contam: Not Reported Distance to Septic Tank: Not Reported Dist to Property Line: Not Reported Distance Verify Meth: Not Reported Approved by Variance: Not Reported Sealed by Driller: Yes Sealed by Name: Not Reported Surface Completion: Alternative Procedure Used Surf Complete Desc: Not Reported Completed by Driller: Yes Pump Type: Not Reported Pump Type Desc: Not Reported TC6745457.2s Page A-28 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Pump Depth: Not Reported Chemical Analysis: No Injurious Water: No Company Name: Vortex Drilling Inc Driller Name: Robert Joiner Comments: Not Reported Plugged within 48 hrs: No Plugging Rpt Tracking#: Not Reported Driller License#: 54776 Apprentice Reg#: Not Reported Details Reports For: Well Bore Hole Diameter: 3 Top Depth: 0 Bottom Depth: 25 Details Reports For: Well Drilling Method Drill Method: Direct Push Details Reports For: Well Completion Borehole Completion: Plugged Details Reports For: Well Levels Measurement: 14 Measurement Date: 2016-04-21 Artesian Flow: Not Reported Measurement Method: Not Reported Details Reports For: Well Plugback Top Depth: 2 Bottom Depth: 18 Migrated Sort#: Not Reported Plugback: Bentonite Details Reports For: Well Plugback Top Depth: 0 Bottom Depth: 2 Migrated Sort#: Not Reported Plugback: Cement Details Reports For: Well Plugback Top Depth: 18 Bottom Depth: 25 Migrated Sort#: Not Reported Plugback: Other-Spoil Sloughing Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 0 Bottom Depth: .5 Lithology: Asphalt&Concrete Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: .5 Bottom Depth: 13 Lithology: Silty to Sandy Clay-Dark Gray,Mineral Crystallization beginning @ 9' Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 13 Bottom Depth: 15 Lithology: Tan&Gray @ 13',Clayey Sand Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 15 Bottom Depth: 18 Lithology: Light tan Sandy Clay with calcareous pocket, Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 18 Bottom Depth: 25 Lithology: Tan Sand @ 18',Saturated TC6745457.2s Page A-29 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number F33 WNW TX WELLS TXMON5000414191 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Monitoring) Well Rpt#: 421352 Well Type: New Well Proposed Use: Environmental Soil Boring Borehole Depth(ft): 25 Injurious Water Quality: no Plugging Rpt#: Not Reported Submitted Date: 2016-04-29 Owner Name: Muy Companies Well#: STC-1 #Wells Drilled: 1 Elevation: 33 Type of Work: New Well Work Type Desc: Not Reported Original Well Rpt Track#: Not Reported Proposed Use: Environmental Soil Boring Proposed Use Desc: Not Reported TCEQ Approved Plans: Not Reported PWS#: Not Reported Drill Start Date: 2016-04-21 Drill End Date: 2016-04-21 Seal Method: Hand Mixed Seal Method Desc: Not Reported Dist to Septic/Other Contam: Not Reported Distance to Septic Tank: Not Reported Dist to Property Line: Not Reported Distance Verify Meth: Not Reported Approved by Variance: Not Reported Sealed by Driller: Yes Sealed by Name: Not Reported Surface Completion: Alternative Procedure Used Surf Complete Desc: Not Reported Completed by Driller: Yes Pump Type: Not Reported Pump Type Desc: Not Reported Pump Depth: Not Reported Chemical Analysis: No Injurious Water: No Company Name: Vortex Drilling Inc Driller Name: Robert Joiner Comments: Not Reported Plugged within 48 hrs: No Plugging Rpt Tracking#: Not Reported Driller License#: 54776 Apprentice Reg#: Not Reported Details Reports For: Well Bore Hole Diameter: 3 Top Depth: 0 Bottom Depth: 25 Details Reports For: Well Drilling Method Drill Method: Direct Push Details Reports For: Well Completion Borehole Completion: Plugged Details Reports For: Well Levels Measurement: 17 Measurement Date: 2016-04-21 Artesian Flow: Not Reported Measurement Method: Not Reported Details Reports For: Well Plugback Top Depth: 21 Bottom Depth: 25 Migrated Sort#: Not Reported Plugback: Other-Spoil Sloughing Details Reports For: Well Plugback Top Depth: 0 Bottom Depth: 2 Migrated Sort#: Not Reported Plugback: Cement Details Reports For: Well Plugback Top Depth: 2 Bottom Depth: 21 Migrated Sort#: Not Reported Plugback: Bentonite TC6745457.2s Page A-30 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 0 Bottom Depth: .5 Lithology: Asphalt&Concrete Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: .5 Bottom Depth: 5 Lithology: Clay-dark gray,sandy to silty Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 5 Bottom Depth: 13 Lithology: Light gray @ 5',-Sandy lenses beginning @ 9'mineral crystallization Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 13 Bottom Depth: 15 Lithology: Tan&Gray Sandy Clay @ 13' Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 15 Bottom Depth: 19 Lithology: Clayey Sand @ 15',Tan&Gray,wet at 15' Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 19 Bottom Depth: 20 Lithology: Tan-Sand with Calcareous pocket&Shell fragments Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 20 Bottom Depth: 25 Lithology: Saturated Sand,Tan F34 WNW TX WELLS TXMON5000414194 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Monitoring) Well Rpt#: 421354 Well Type: New Well Proposed Use: Environmental Soil Boring Borehole Depth(ft): 20 Injurious Water Quality: no Plugging Rpt#: Not Reported Submitted Date: 2016-04-29 Owner Name: Muy Companies Well#: STC-4 #Wells Drilled: 1 Elevation: 33 Type of Work: New Well Work Type Desc: Not Reported Original Well Rpt Track#: Not Reported Proposed Use: Environmental Soil Boring Proposed Use Desc: Not Reported TCEQ Approved Plans: Not Reported PWS#: Not Reported Drill Start Date: 2016-04-21 Drill End Date: 2016-04-21 Seal Method: Hand Mixed Seal Method Desc: Not Reported Dist to Septic/Other Contam: Not Reported Distance to Septic Tank: Not Reported Dist to Property Line: Not Reported Distance Verify Meth: Not Reported Approved by Variance: Not Reported Sealed by Driller: Yes Sealed by Name: Not Reported Surface Completion: Alternative Procedure Used Surf Complete Desc: Not Reported Completed by Driller: Yes Pump Type: Not Reported Pump Type Desc: Not Reported Pump Depth: Not Reported Chemical Analysis: No TC6745457.2s Page A-31 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Injurious Water: No Company Name: Vortex Drilling Inc Driller Name: Robert Joiner Comments: Not Reported Plugged within 48 hrs: No Plugging Rpt Tracking#: Not Reported Driller License#: 54776 Apprentice Reg#: Not Reported Details Reports For: Well Bore Hole Diameter: 3 Top Depth: 0 Bottom Depth: 20 Details Reports For: Well Drilling Method Drill Method: Direct Push Details Reports For: Well Completion Borehole Completion: Plugged Details Reports For: Well Plugback Top Depth: 0 Bottom Depth: 2 Migrated Sort#: Not Reported Plugback: Cement Details Reports For: Well Plugback Top Depth: 2 Bottom Depth: 20 Migrated Sort#: Not Reported Plugback: Bentonite Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 0 Bottom Depth: .5 Lithology: Asphalt&Concrete Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: .5 Bottom Depth: 10 Lithology: Silty Clay,dark gray Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 10 Bottom Depth: 14 Lithology: Gray&Tan Clay,dry,with calcareous pockets Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 14 Bottom Depth: 15 Lithology: Tan @ 14' Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 15 Bottom Depth: 20 Lithology: Clayey Sand,dark gray @ 15' F35 WNW TX WELLS TXPLU5000157863 112-1 Mile Higher Database: Submitted Drillers Reports Database(Plugged) Plugging Rpt#: 161315 Well Type: Monitor Borehole Depth(ft): 20 Well Report#: 421356 TC6745457.2s Page A-32 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Details Reports For: Plug Data Submitted Date: 2016-08-16 Owner Name: Muy Companies Well#: STC-3 #Wells Plugged: 1 Elevation: 33 Original Company Name: Vortex Drilling Inc Original Driller: Robert Joiner Original License#: 54776 Original Well Use: Monitor Original Drill Date: 2016-04-21 Plug Method: Pour in 3/8 bentonite chips when standing water in well is less than 100 feet depth,cement top 2 feet Plug Date: 2016-08-11 Variance#: Not Reported Company Name: Vortex Drilling Inc Plugger Name: Robert Joiner Driller License: 54776 Apprentice Reg#: Not Reported Comments: Not Reported Comments: Not Reported Details Reports For: Plug Bore Hole Diameter: 3 Top Depth: 0 Bottom Depth: 20 Details Reports For: Plug Casing Top Depth: 5 Bottom Depth: 20 Diameter: 1 Details Reports For: Plug Range Top Depth: 0 Bottom Depth: 5 Plug Seal: Concrete Amount: 0.02 Unit: Bags/Sacks Details Reports For: Plug Range Top Depth: 5 Bottom Depth: 20 Plug Seal: Bentonite Amount: 0.11 Unit: Bags/Sacks F36 WNW TX WELLS TXMON5000414195 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Monitoring) Well Rpt#: 421356 Well Type: New Well Proposed Use: Monitor Borehole Depth(ft): 20 Injurious Water Quality: no Plugging Rpt#: 161315 Submitted Date: 2016-04-29 Owner Name: Muy Companies Well#: STC-3 #Wells Drilled: 1 Elevation: 33 Type of Work: New Well Work Type Desc: Not Reported Original Well Rpt Track#: Not Reported Proposed Use: Monitor Proposed Use Desc: Not Reported TCEQ Approved Plans: Not Reported PWS#: Not Reported Drill Start Date: 2016-04-21 Drill End Date: 2016-04-21 Seal Method: Hand Mixed Seal Method Desc: Not Reported Dist to Septic/Other Contam: Not Reported Distance to Septic Tank: Not Reported Dist to Property Line: Not Reported Distance Verify Meth: Not Reported Approved by Variance: Not Reported Sealed by Driller: Yes Sealed by Name: Not Reported Surface Completion: Alternative Procedure Used Surf Complete Desc: Not Reported Completed by Driller: Yes Pump Type: Not Reported Pump Type Desc: Not Reported Pump Depth: Not Reported Chemical Analysis: No Injurious Water: No Company Name: Vortex Drilling Inc Driller Name: Robert Joiner Comments: Not Reported Plugged within 48 hrs: No Plugging Rpt Tracking#: 161315 TC6745457.2s Page A-33 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Driller License#: 54776 Apprentice Reg#: Not Reported Details Reports For: Well Bore Hole Diameter: 3 Top Depth: 0 Bottom Depth: 20 Details Reports For: Well Drilling Method Drill Method: Direct Push Details Reports For: Well Completion Borehole Completion: Filter Packed Details Reports For: Well Filter Filter Material: Sand Top Depth: 3 Bottom Depth: 20 Size: 12/20 Details Reports For: Well Seal Range Top Depth: 2 Bottom Depth: 3 Annular Seal: Bentonite Amount: 5.9999999999999998E-2 Unit: Bags/Sacks Details Reports For: Well Seal Range Top Depth: 0 Bottom Depth: 2 Annular Seal: Concrete Amount: 0.14999999999999999 Unit: Bags/Sacks Details Reports For: Well Levels Measurement: 2 Measurement Date: 2016-04-21 Artesian Flow: Not Reported Measurement Method: Not Reported Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 0 Bottom Depth: .5 Lithology: Asphalt&Concrete Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: .5 Bottom Depth: 3 Lithology: Fill,Clay,gravel,oyster shells,dark brown Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 3 Bottom Depth: 8 Lithology: Dark gray clay Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 8 Bottom Depth: 18 Lithology: Light gray silty clay with calcareous pocket Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 18 Bottom Depth: 20 Lithology: Clayey Sand,gray,wet @ 18' Details Reports For: Well Casing Migrated Sort#: 0 Top Depth: Not Reported Bottom Depth: Not Reported Migrated Casing Info: Not Reported Diameter: 1 Casing Status: New Casing Material: Plastic(PVC) TC6745457.2s Page A-34 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Casing Type: Other-Bottom Cap Schedule: 40 Gauge: Not Reported Details Reports For: Well Casing Migrated Sort#: 0 Top Depth: Not Reported Bottom Depth: Not Reported Migrated Casing Info: Not Reported Diameter: 1 Casing Status: New Casing Material: Plastic(PVC) Casing Type: Other-Top Cap Schedule: 40 Gauge: Not Reported Details Reports For: Well Casing Migrated Sort#: 0 Top Depth: 0 Bottom Depth: 5 Migrated Casing Info: Not Reported Diameter: 1 Casing Status: New Casing Material: Plastic(PVC) Casing Type: Riser Schedule: 40 Gauge: Not Reported Details Reports For: Well Casing Migrated Sort#: 0 Top Depth: 5 Bottom Depth: 20 Migrated Casing Info: Not Reported Diameter: 1 Casing Status: New Casing Material: Plastic(PVC) Casing Type: Screen Schedule: 40 Gauge: 0.01 G37 WNW TX WELLS TXMON5000102231 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Monitoring) Well Rpt#: 103878 Well Type: New Well Proposed Use: Monitor Borehole Depth(ft): 30 Injurious Water Quality: Not Reported Plugging Rpt#: Not Reported Submitted Date: 2007-02-08 Owner Name: Valero Energy Corporation#972 Well#: MW9 #Wells Drilled: Not Reported Elevation: Not Reported Type of Work: New Well Work Type Desc: Not Reported Original Well Rpt Track#: Not Reported Proposed Use: Monitor Proposed Use Desc: Not Reported TCEQ Approved Plans: Not Reported PWS#: Not Reported Drill Start Date: 2007-01-23 Drill End Date: 2007-01-24 Seal Method: Hand Mixed Seal Method Desc: Not Reported Dist to Septic/Other Contam: Not Reported Distance to Septic Tank: Not Reported Dist to Property Line: Not Reported Distance Verify Meth: Not Reported Approved by Variance: Not Reported Sealed by Driller: Yes Sealed by Name: Not Reported Surface Completion: Surface Slab Installed Surf Complete Desc: Not Reported Completed by Driller: Not Reported Pump Type: Not Reported Pump Type Desc: Not Reported Pump Depth: Not Reported Chemical Analysis: Not Reported Injurious Water: Not Reported Company Name: Vortex Drilling Inc. Driller Name: John E Talbot Comments: Not Reported Plugged within 48 hrs: No Plugging Rpt Tracking#: Not Reported Driller License#: 3180 Apprentice Reg#: 1638 Details Reports For: Well Bore Hole Diameter: 8 TC6745457.2s Page A-35 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Top Depth: 0 Bottom Depth: 30 Details Reports For: Well Drilling Method Drill Method: Hollow Stem Auger Details Reports For: Well Completion Borehole Completion: Filter Packed Details Reports For: Well Filter Filter Material: Gravel Top Depth: 4 Bottom Depth: 30 Size: 20/40 Details Reports For: Well Seal Range Top Depth: 2 Bottom Depth: 4 Annular Seal: 1 Bentonite Amount: Not Reported Unit: Not Reported Details Reports For: Well Seal Range Top Depth: 0 Bottom Depth: 2 Annular Seal: 1 Concrete Amount: Not Reported Unit: Not Reported Details Reports For: Well Levels Measurement: 22 Measurement Date: 2007-01-23 Artesian Flow: Not Reported Measurement Method: Unknown Details Reports For: Well Packers Migrated Sort#: 1 Packers: N/A Depth: Not Reported Details Reports For: Well Plugback Top Depth: Not Reported Bottom Depth: Not Reported Migrated Sort#: 1 Plugback: N/A Details Reports For: Well Strata Migrated Strata Depth: 22 Top Depth: Not Reported Bottom Depth: Not Reported Water Type: Non Potable Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 0 Bottom Depth: 5 Lithology: Clay plastic dark grayish brown moist Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 5 Bottom Depth: 12 Lithology: Clay plastic light brown moist Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 12 Bottom Depth: 22 Lithology: Clay plastic with silt light brown moist Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 22 Bottom Depth: 30 Lithology: Fine clayey sand,saturated soil, plastic clay at 29 TC6745457.2s Page A-36 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Details Reports For: Well Casing Migrated Sort#: 1 Top Depth: Not Reported Bottom Depth: Not Reported Migrated Casing Info: 2 New Sch 40 PVC.010 30-5 Screen Diameter: Not Reported Casing Status: Not Reported Casing Material: Not Reported Casing Type: Not Reported Schedule: Not Reported Gauge: Not Reported Details Reports For: Well Casing Migrated Sort#: 2 Top Depth: Not Reported Bottom Depth: Not Reported Migrated Casing Info: 2 New Sch 40 PVC 5-0 Riser Diameter: Not Reported Casing Status: Not Reported Casing Material: Not Reported Casing Type: Not Reported Schedule: Not Reported Gauge: Not Reported Details Reports For: Well Casing Migrated Sort#: 3 Top Depth: Not Reported Bottom Depth: Not Reported Migrated Casing Info: 2 New Top and Bottom Cap Diameter: Not Reported Casing Status: Not Reported Casing Material: Not Reported Casing Type: Not Reported Schedule: Not Reported Gauge: Not Reported G38 WNW TX WELLS TXMON5000102232 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Monitoring) Well Rpt#: 103879 Well Type: New Well Proposed Use: Monitor Borehole Depth(ft): 30 Injurious Water Quality: Not Reported Plugging Rpt#: Not Reported Submitted Date: 2007-02-08 Owner Name: Valero Energy Corporation#972 Well#: MW10 #Wells Drilled: Not Reported Elevation: Not Reported Type of Work: New Well Work Type Desc: Not Reported Original Well Rpt Track#: Not Reported Proposed Use: Monitor Proposed Use Desc: Not Reported TCEQ Approved Plans: Not Reported PWS#: Not Reported Drill Start Date: 2007-01-23 Drill End Date: 2007-01-24 Seal Method: Hand Mixed Seal Method Desc: Not Reported Dist to Septic/Other Contam: Not Reported Distance to Septic Tank: Not Reported Dist to Property Line: Not Reported Distance Verify Meth: Not Reported Approved by Variance: Not Reported Sealed by Driller: Yes Sealed by Name: Not Reported Surface Completion: Surface Slab Installed Surf Complete Desc: Not Reported Completed by Driller: Not Reported Pump Type: Not Reported Pump Type Desc: Not Reported Pump Depth: Not Reported Chemical Analysis: Not Reported Injurious Water: Not Reported Company Name: Vortex Drilling Inc. Driller Name: John E Talbot Comments: Not Reported Plugged within 48 hrs: No Plugging Rpt Tracking#: Not Reported Driller License#: 3180 Apprentice Reg#: 1638 Details Reports For: Well Bore Hole Diameter: 8 Top Depth: 0 Bottom Depth: 30 Details Reports For: Well Drilling Method Drill Method: Hollow Stem Auger TC6745457.2s Page A-37 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Details Reports For: Well Completion Borehole Completion: Filter Packed Details Reports For: Well Filter Filter Material: Gravel Top Depth: 4 Bottom Depth: 30 Size: 20/40 Details Reports For: Well Seal Range Top Depth: 0 Bottom Depth: 2 Annular Seal: 1 Concrete Amount: Not Reported Unit: Not Reported Details Reports For: Well Seal Range Top Depth: 2 Bottom Depth: 4 Annular Seal: 1 Bentonite Amount: Not Reported Unit: Not Reported Details Reports For: Well Levels Measurement: 22 Measurement Date: 2007-01-23 Artesian Flow: Not Reported Measurement Method: Unknown Details Reports For: Well Packers Migrated Sort#: 1 Packers: N/A Depth: Not Reported Details Reports For: Well Plugback Top Depth: Not Reported Bottom Depth: Not Reported Migrated Sort#: 1 Plugback: N/A Details Reports For: Well Strata Migrated Strata Depth: 22 Top Depth: Not Reported Bottom Depth: Not Reported Water Type: Non Potable Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 0 Bottom Depth: 7 Lithology: Clay plastic dark grayish brown moist Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 7 Bottom Depth: 12 Lithology: Clay plastic light brown moist Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 12 Bottom Depth: 22 Lithology: Clay plastic with few silt and fine sand light brown moist Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 22 Bottom Depth: 30 Lithology: Fine clayey sand saturated soil,clay at 30 Details Reports For: Well Casing Migrated Sort#: 1 Top Depth: Not Reported Bottom Depth: Not Reported Migrated Casing Info: 2 New Sch 40 PVC.010 30-5 Screen Diameter: Not Reported Casing Status: Not Reported Casing Material: Not Reported Casing Type: Not Reported TC6745457.2s Page A-38 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Schedule: Not Reported Gauge: Not Reported Details Reports For: Well Casing Migrated Sort#: 2 Top Depth: Not Reported Bottom Depth: Not Reported Migrated Casing Info: 2 New Sch 40 PVC 5-0 Riser Diameter: Not Reported Casing Status: Not Reported Casing Material: Not Reported Casing Type: Not Reported Schedule: Not Reported Gauge: Not Reported Details Reports For: Well Casing Migrated Sort#: 3 Top Depth: Not Reported Bottom Depth: Not Reported Migrated Casing Info: 2 New Top and Bottom Cap Diameter: Not Reported Casing Status: Not Reported Casing Material: Not Reported Casing Type: Not Reported Schedule: Not Reported Gauge: Not Reported G39 WNW TX WELLS TXDOL2000117955 1/2-1 Mile Higher Database: Well Report Database Fid: 117954 Rec id: 117952 Edr site is 103879 Owner: Valero Energy Corporation#972 Ownerwell: MW10 Address: P.O. Box 696000, San Antonio,TX 78269 Grid: 83-13-9 Waddress: 2702 S.Staples,Corpus Christi ,TX 78404 Lat: 27 45 48 N County: Nueces Long: 097 24 14 W Elevation: No Data Gpsused: Google Earth Typeofwork: New Well Propuse: Monitor Sdate: Not Reported Completedd: Not Reported Diameter: 8 in From Surface To 30 ft Dmethod: Hollow Stem Auger Bcompletio: Not Reported Packedfrom: 30 ft to 4 ft Packsize: 20/40 Finterval: From 0 ft to 2 ft with 1 Concrete(#sacks and material) Sinterval: From 2 ft to 4 ft with 1 Bentonite(#sacks and material) Tinterval: No Data Usedmethod: Hand Mixed Cementedby: Vortex Drilling Inc. Contaminat: No Data Propertyli: No Data Verrimetho: No Data Varriance: No Data Surface: Surface Slab Installed Staticleve: 22 ft.below land surface on 1/23/2007 Flow: No Data Packers: N/A Cementinwe: Not Reported Typepump: No Data Pumpbowl: Not Reported Welltests: No Data Yield: Not Reported Watertype: Non Potable Stratadept: 22 ft. Chemicalma: No Data Undesirabl: No Data Companynam: Vortex Drilling Inc. Companyadd: 4412 Bluemel Road Ccitystate: San Antonio,TX 78240 Licensenum: 3180 Wsignature: John E.Talbot Dsignature: Martin Casarez Regnum: 1638 Comments: no data Site id: TXDOL2000117955 TC6745457.2s Page A-39 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number G40 WNW TX WELLS TXDOL2000117956 1/2-1 Mile Higher Database: Well Report Database Fid: 117955 Rec id: 117953 Edr site is 103878 Owner: Valero Energy Corporation#972 Ownerwell: MW9 Address: P.O. Box 696000, San Antonio,TX 78269 Grid: 83-13-9 Waddress: 2702 S.Staples,Corpus Christi ,TX 78404 Lat: 27 45 48 N County: Nueces Long: 097 24 14 W Elevation: No Data Gpsused: Google Earth Typeofwork: New Well Propuse: Monitor Sdate: Not Reported Completedd: Not Reported Diameter: 8 in From Surface To 30 ft Dmethod: Hollow Stem Auger Bcompletio: Not Reported Packedfrom: 30 ft to 4 ft Packsize: 20/40 Finterval: From 0 ft to 2 ft with 1 Concrete(#sacks and material) Sinterval: From 2 ft to 4 ft with 1 Bentonite(#sacks and material) Tinterval: No Data Usedmethod: Hand Mixed Cementedby: Vortex Drilling Inc. Contaminat: No Data Propertyli: No Data Verrimetho: No Data Varriance: No Data Surface: Surface Slab Installed Staticleve: 22 ft.below land surface on 1/23/2007 Flow: No Data Packers: N/A Cementinwe: Not Reported Typepump: No Data Pumpbowl: Not Reported Welltests: No Data Yield: Not Reported Watertype: Non Potable Stratadept: 22 ft. Chemicalma: No Data Undesirabl: No Data Companynam: Vortex Drilling Inc. Companyadd: 4412 Bluemel Road Ccitystate: San Antonio,TX 78240 Licensenum: 3180 Wsignature: John E.Talbot Dsignature: Martin Casarez Regnum: 1638 Comments: no data Site id: TXDOL2000117956 F41 WNW TX WELLS TXMON5000401768 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Monitoring) Well Rpt#: 407860 Well Type: New Well Proposed Use: Environmental Soil Boring Borehole Depth(ft): 22 Injurious Water Quality: no Plugging Rpt#: Not Reported Submitted Date: 2015-10-29 Owner Name: MUY Properties-MN,Ltd Well#: SB-1 #Wells Drilled: 1 Elevation: Not Reported Type of Work: New Well Work Type Desc: Not Reported Original Well Rpt Track#: Not Reported Proposed Use: Environmental Soil Boring Proposed Use Desc: Not Reported TCEQ Approved Plans: Not Reported PWS#: Not Reported Drill Start Date: 2015-10-08 Drill End Date: 2015-10-08 Seal Method: Poured Seal Method Desc: Not Reported Dist to Septic/Other Contam: Not Reported Distance to Septic Tank: Not Reported Dist to Property Line: Not Reported Distance Verify Meth: Not Reported Approved by Variance: Not Reported Sealed by Driller: Yes Sealed by Name: Not Reported Surface Completion: Not Reported TC6745457.2s Page A-40 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Surf Complete Desc: Not Reported Completed by Driller: Not Reported Pump Type: Not Reported Pump Type Desc: Not Reported Pump Depth: Not Reported Chemical Analysis: No Injurious Water: No Company Name: EnviroCore,Inc. Driller Name: Craig Schena Comments: Not Reported Plugged within 48 hrs: No Plugging Rpt Tracking#: Not Reported Driller License#: 4694 Apprentice Reg#: Not Reported Details Reports For: Well Bore Hole Diameter: 2 Top Depth: 0 Bottom Depth: 22 Details Reports For: Well Drilling Method Drill Method: Direct Push Details Reports For: Well Completion Borehole Completion: Plugged Details Reports For: Well Seal Range Top Depth: 0 Bottom Depth: 22 Annular Seal: Bentonite Amount: 1 Unit: Bags/Sacks Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 0 Bottom Depth: 2 Lithology: 0-0.5',Light Tan Fine Sandy Clay with Small Shell Fragments Throughout.0.5-2'Dark Gray Clay with Calcareous Nodules Throughout.Organic Root Material Throughout 0-2'. Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 2 Bottom Depth: 4 Lithology: 2-4', Dark Gray Clay.Calcareous Nodules and Organic Root Material Present Throughout. Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 4 Bottom Depth: 6 Lithology: 4-6', Dark Gray Tending to Light Gray Clay.Calcareous Nodules Present Throughout. Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 6 Bottom Depth: 8 Lithology: 6-8', Light Gray Clay. Calcareous Nodules and Gypsum Crystals Present Throughout. Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 8 Bottom Depth: 10 Lithology: 8-10', Light Gray Clay.Abundant Gypsum Crystals Present Throughout.Slightly Moist in Bottom 2". Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 10 Bottom Depth: 12 Lithology: 10-10.5',Moist Light Gray Clay with Gypsum Throughout. 10.5'-10.6',Wet Tan Fine Sand. 10.6'-12', Light Gray Fine Sandy Clay with Tan Fine Sand Seams.Gypsum Present Throughout 10-12'. Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 12 Bottom Depth: 14 Lithology: Light Gray Fine Sandy Clay with Tan Fine Sand Seams.Gypsum Crustals Present Throughout. Details Reports For: Well Lithology Migrated Sort#: 0 TC6745457.2s Page A-41 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Top Depth: 14 Bottom Depth: 16 Lithology: 14-16', Light Gray Fine Sandy Clay with Tan Fine Sand Seams.Calcareous Nodules Present Throughout. Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 16 Bottom Depth: 18 Lithology: 16-18', Light Gray Fine Sandy Clay with Tan Fine Sand Seams.Abundant Soft White Calcareous Material Present Throughout. Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 18 Bottom Depth: 20 Lithology: 18-20',Moist Tan Clayey Sand. Poor Recovery Due to Being Soft and Moist. Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 20 Bottom Depth: 22 Lithology: 20-21',Saturated Tan Clayey Sand.21-22',Saturated Tan Sand. 42 North TX WELLS TXBR30000012645 1/2-1 Mile Lower Database: Brackish Resources Aquifer Characterization System Database Well ID: 13858 Data Source: DBSA Water Wells CCASRCD Total Hole Depth(ft): -99999 Total Well Depth: 200 Well Bottom Elevation: -174 Drill Date: 198498 Kelly Bushing Height: 0 Well Type: Withdrawal of Water Locating Agency: DBSA Elevation: 26 Elevation Method: D Elevation Agency: TWDB Elevation Date: 20122 1 H43 NW TX WELLS TXPLU5000063675 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Plugged) Plugging Rpt#: 50692 Well Type: Monitor Borehole Depth(ft): 24 Well Report#: Not Reported Details Reports For: Plug Data Submitted Date: 2008-10-27 Owner Name: Pronto#130 Well#: MW-4A #Wells Plugged: Not Reported Elevation: Not Reported Original Company Name: Not Reported Original Driller: Not Reported Original License#: Not Reported Original Well Use: Monitor Original Drill Date: Not Reported Plug Method: Pour in 3/8 bentonite chips when standing water in well is less than 100 feet depth,cement top 2 feet Plug Date: 2008-10-10 Variance#: Not Reported Company Name: Vortex Drilling,Inc. Plugger Name: Gary B. Leifeste Driller License: 55002 Apprentice Reg#: Not Reported Comments: No Data Comments: Not Reported Details Reports For: Plug Bore Hole Diameter: 2 TC6745457.2s Page A-42 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Top Depth: Not Reported Bottom Depth: 24 Details Reports For: Plug Casing Top Depth: 0 Bottom Depth: 0 Diameter: 2 Details Reports For: Plug Range Top Depth: 2 Bottom Depth: 24 Plug Seal: 2.25 Bentonite Amount: Not Reported Unit: Not Reported Details Reports For: Plug Range Top Depth: 0 Bottom Depth: 2 Plug Seal: 1 Cement Amount: Not Reported Unit: Not Reported H44 NW TX WELLS TXPLU5000063676 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Plugged) Plugging Rpt#: 50693 Well Type: Monitor Borehole Depth(ft): 24 Well Report#: Not Reported Details Reports For: Plug Data Submitted Date: 2008-10-27 Owner Name: Pronto#130 Well#: MW-6 #Wells Plugged: Not Reported Elevation: Not Reported Original Company Name: Not Reported Original Driller: Not Reported Original License#: Not Reported Original Well Use: Monitor Original Drill Date: Not Reported Plug Method: Pour in 3/8 bentonite chips when standing water in well is less than 100 feet depth,cement top 2 feet Plug Date: 2008-10-10 Variance#: Not Reported Company Name: Vortex Drilling,Inc. Plugger Name: Gary B. Leifeste Driller License: 55002 Apprentice Reg#: Not Reported Comments: No Data Comments: Not Reported Details Reports For: Plug Bore Hole Diameter: 2 Top Depth: Not Reported Bottom Depth: 24 Details Reports For: Plug Casing Top Depth: 5 Bottom Depth: 24 Diameter: 2 Details Reports For: Plug Range Top Depth: 0 Bottom Depth: 2 Plug Seal: 1 Cement Amount: Not Reported Unit: Not Reported Details Reports For: Plug Range Top Depth: 2 Bottom Depth: 24 Plug Seal: 2.25 Bentonite Amount: Not Reported Unit: Not Reported TC6745457.2s Page A-43 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number H45 NW TX WELLS TXPLU5000063674 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Plugged) Plugging Rpt#: 50691 Well Type: Monitor Borehole Depth(ft): 24 Well Report#: Not Reported Details Reports For: Plug Data Submitted Date: 2008-10-27 Owner Name: Pronto#130 Well#: MW-3A #Wells Plugged: Not Reported Elevation: Not Reported Original Company Name: Not Reported Original Driller: Not Reported Original License#: Not Reported Original Well Use: Monitor Original Drill Date: Not Reported Plug Method: Pour in 3/8 bentonite chips when standing water in well is less than 100 feet depth,cement top 2 feet Plug Date: 2008-10-10 Variance#: Not Reported Company Name: Vortex Drilling,Inc. Plugger Name: Gary B. Leifeste Driller License: 55002 Apprentice Reg#: Not Reported Comments: No Data Comments: Not Reported Details Reports For: Plug Bore Hole Diameter: 2 Top Depth: Not Reported Bottom Depth: 24 Details Reports For: Plug Casing Top Depth: 0 Bottom Depth: 0 Diameter: 2 Details Reports For: Plug Range Top Depth: 0 Bottom Depth: 2 Plug Seal: 1 Cement Amount: Not Reported Unit: Not Reported Details Reports For: Plug Range Top Depth: 2 Bottom Depth: 24 Plug Seal: 2.25 Bentonite Amount: Not Reported Unit: Not Reported H46 NW TX WELLS TXPLU5000063672 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Plugged) Plugging Rpt#: 50689 Well Type: Monitor Borehole Depth(ft): 22 Well Report#: Not Reported Details Reports For: Plug Data Submitted Date: 2008-10-27 Owner Name: Pronto#130 Well#: MW-2 #Wells Plugged: Not Reported Elevation: Not Reported Original Company Name: Not Reported Original Driller: Not Reported Original License#: Not Reported Original Well Use: Monitor Original Drill Date: Not Reported Plug Method: Pour in 3/8 bentonite chips when standing water in well is less than 100 feet depth,cement top 2 feet TC6745457.2s Page A-44 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Plug Date: 2008-10-10 Variance#: Not Reported Company Name: Vortex Drilling,Inc. Plugger Name: Gary B. Leifeste Driller License: 55002 Apprentice Reg#: Not Reported Comments: N/A Comments: Not Reported Details Reports For: Plug Bore Hole Diameter: 2 Top Depth: Not Reported Bottom Depth: 22 Details Reports For: Plug Casing Top Depth: 0 Bottom Depth: 0 Diameter: 2 Details Reports For: Plug Range Top Depth: 0 Bottom Depth: 2 Plug Seal: 1 Cement Amount: Not Reported Unit: Not Reported Details Reports For: Plug Range Top Depth: 2 Bottom Depth: 22 Plug Seal: 2 Bentonite Amount: Not Reported Unit: Not Reported H47 NW TX WELLS TXPLU5000063673 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Plugged) Plugging Rpt#: 50690 Well Type: Monitor Borehole Depth(ft): 24 Well Report#: Not Reported Details Reports For: Plug Data Submitted Date: 2008-10-27 Owner Name: Pronto#130 Well#: MW-3 #Wells Plugged: Not Reported Elevation: Not Reported Original Company Name: Not Reported Original Driller: Not Reported Original License#: Not Reported Original Well Use: Monitor Original Drill Date: Not Reported Plug Method: Pour in 3/8 bentonite chips when standing water in well is less than 100 feet depth,cement top 2 feet Plug Date: 2008-10-10 Variance#: Not Reported Company Name: Vortex Drilling,Inc. Plugger Name: Gary B. Leifeste Driller License: 55002 Apprentice Reg#: Not Reported Comments: N/A Comments: Not Reported Details Reports For: Plug Bore Hole Diameter: 2 Top Depth: Not Reported Bottom Depth: 24 Details Reports For: Plug Casing Top Depth: 1 Bottom Depth: 24 Diameter: 2 Details Reports For: Plug Range Top Depth: 0 Bottom Depth: 2 Plug Seal: 1 Cement Amount: Not Reported Unit: Not Reported TC6745457.2s Page A-45 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Details Reports For: Plug Range Top Depth: 2 Bottom Depth: 24 Plug Seal: 2.25 Bentonite Amount: Not Reported Unit: Not Reported H48 NW TX WELLS TXPLU5000063680 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Plugged) Plugging Rpt#: 50697 Well Type: Monitor Borehole Depth(ft): 23 Well Report#: Not Reported Details Reports For: Plug Data Submitted Date: 2008-10-27 Owner Name: Pronto#130 Well#: MW-10 #Wells Plugged: Not Reported Elevation: Not Reported Original Company Name: Not Reported Original Driller: Not Reported Original License#: Not Reported Original Well Use: Monitor Original Drill Date: Not Reported Plug Method: Pour in 3/8 bentonite chips when standing water in well is less than 100 feet depth,cement top 2 feet Plug Date: 2008-10-10 Variance#: Not Reported Company Name: Vortex Drilling,Inc. Plugger Name: Gary B. Leifeste Driller License: 55002 Apprentice Reg#: Not Reported Comments: No Data Comments: Not Reported Details Reports For: Plug Bore Hole Diameter: 2 Top Depth: Not Reported Bottom Depth: 23 Details Reports For: Plug Casing Top Depth: 5 Bottom Depth: 23 Diameter: 2 Details Reports For: Plug Range Top Depth: 0 Bottom Depth: 2 Plug Seal: 1 Cement Amount: Not Reported Unit: Not Reported Details Reports For: Plug Range Top Depth: 2 Bottom Depth: 23 Plug Seal: 2.25 Bentonite Amount: Not Reported Unit: Not Reported H49 NW TX WELLS TXPLU5000066400 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Plugged) Plugging Rpt#: 51138 Well Type: Monitor Borehole Depth(ft): 0 Well Report#: Not Reported Details Reports For: Plug Data Submitted Date: 2008-11-12 Owner Name: Pronto#130 Well#: MW-1 #Wells Plugged: Not Reported Elevation: Not Reported TC6745457.2s Page A-46 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Original Company Name: Not Reported Original Driller: Not Reported Original License#: Not Reported Original Well Use: Monitor Original Drill Date: Not Reported Plug Method: Other-See Comments Plug Date: 2008-10-10 Variance#: Not Reported Company Name: Vortex Drilling,Inc. Plugger Name: Gary B. Leifeste Driller License: 55002 Apprentice Reg#: Not Reported Comments: Unable to locate well Replaces Tr.#50688 11/14/08 Ref.#6509 Comments: Not Reported Details Reports For: Plug Bore Hole Diameter: 2 Top Depth: Not Reported Bottom Depth: Not Reported H50 NW TX WELLS TXPLU5000063679 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Plugged) Plugging Rpt#: 50696 Well Type: Monitor Borehole Depth(ft): 22 Well Report#: Not Reported Details Reports For: Plug Data Submitted Date: 2008-10-27 Owner Name: Pronto#130 Well#: MW-9 #Wells Plugged: Not Reported Elevation: Not Reported Original Company Name: Not Reported Original Driller: Not Reported Original License#: Not Reported Original Well Use: Monitor Original Drill Date: Not Reported Plug Method: Pour in 3/8 bentonite chips when standing water in well is less than 100 feet depth,cement top 2 feet Plug Date: 2008-10-10 Variance#: Not Reported Company Name: Vortex Drilling,Inc. Plugger Name: Gary B. Leifeste Driller License: 55002 Apprentice Reg#: Not Reported Comments: No Data Comments: Not Reported Details Reports For: Plug Bore Hole Diameter: 2 Top Depth: Not Reported Bottom Depth: 22 Details Reports For: Plug Casing Top Depth: 5 Bottom Depth: 22 Diameter: 2 Details Reports For: Plug Range Top Depth: 2 Bottom Depth: 22 Plug Seal: 2 Bentonite Amount: Not Reported Unit: Not Reported Details Reports For: Plug Range Top Depth: 0 Bottom Depth: 2 Plug Seal: 1 Cement Amount: Not Reported Unit: Not Reported TC6745457.2s Page A-47 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number H51 NW TX WELLS TXPLU5000063677 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Plugged) Plugging Rpt#: 50694 Well Type: Monitor Borehole Depth(ft): 21 Well Report#: Not Reported Details Reports For: Plug Data Submitted Date: 2008-10-27 Owner Name: Pronto#130 Well#: MW-7 #Wells Plugged: Not Reported Elevation: Not Reported Original Company Name: Not Reported Original Driller: Not Reported Original License#: Not Reported Original Well Use: Monitor Original Drill Date: Not Reported Plug Method: Pour in 3/8 bentonite chips when standing water in well is less than 100 feet depth,cement top 2 feet Plug Date: 2008-10-10 Variance#: Not Reported Company Name: Vortex Drilling,Inc. Plugger Name: Gary B. Leifeste Driller License: 55002 Apprentice Reg#: Not Reported Comments: No Data Comments: Not Reported Details Reports For: Plug Bore Hole Diameter: 2 Top Depth: Not Reported Bottom Depth: 21 Details Reports For: Plug Casing Top Depth: 1 Bottom Depth: 21 Diameter: 2 Details Reports For: Plug Range Top Depth: 2 Bottom Depth: 21 Plug Seal: 2 Bentonite Amount: Not Reported Unit: Not Reported Details Reports For: Plug Range Top Depth: 0 Bottom Depth: 2 Plug Seal: 1 Cement Amount: Not Reported Unit: Not Reported H52 NW TX WELLS TXPLU5000063678 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Plugged) Plugging Rpt#: 50695 Well Type: Monitor Borehole Depth(ft): 22 Well Report#: Not Reported Details Reports For: Plug Data Submitted Date: 2008-10-27 Owner Name: Pronto#130 Well#: MW-8 #Wells Plugged: Not Reported Elevation: Not Reported Original Company Name: Not Reported Original Driller: Not Reported Original License#: Not Reported Original Well Use: Monitor Original Drill Date: Not Reported Plug Method: Pour in 3/8 bentonite chips when standing water in well is less than 100 feet depth,cement top 2 feet TC6745457.2s Page A-48 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Plug Date: 2008-10-10 Variance#: Not Reported Company Name: Vortex Drilling,Inc. Plugger Name: Gary B. Leifeste Driller License: 55002 Apprentice Reg#: Not Reported Comments: No Data Comments: Not Reported Details Reports For: Plug Bore Hole Diameter: 2 Top Depth: Not Reported Bottom Depth: 22 Details Reports For: Plug Casing Top Depth: 5 Bottom Depth: 22 Diameter: 2 Details Reports For: Plug Range Top Depth: 0 Bottom Depth: 2 Plug Seal: 1 Cement Amount: Not Reported Unit: Not Reported Details Reports For: Plug Range Top Depth: 2 Bottom Depth: 22 Plug Seal: 2 Bentonite Amount: Not Reported Unit: Not Reported TC6745457.2s Page A-49 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK9- PHYSICAL SETTING SOURCE MAP FINDINGS RADON AREA RADON INFORMATION State Database:TX Radon Radon Test Results County Mean Total Sites %>4 pCi/L %>20 pCi/L Min pCi/L Max pCi/L NUECES .6 19 .0 .0 <.5 2.1 Federal EPA Radon Zone for NUECES County: 3 Note:Zone 1 indoor average level>4 pCi/L. Zone 2 indoor average level—2 pCi/L and<=4 pCi/L. Zone 3 indoor average level<2 pCi/L. Federal Area Radon Information for NUECES COUNTY,TX Number of sites tested: 16 Area Average Activity %<4 pCi/L %4-20 pCi/L %>20 pCi/L Living Area-1st Floor 0.675 pCi/L 100% 0% 0% Living Area-2nd Floor Not Reported Not Reported Not Reported Not Reported Basement Not Reported Not Reported Not Reported Not Reported TC6745457.2s Page A-50 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC PHYSICAL SETTING SOURCE RECORDS SEARCHED TOPOGRAPHIC INFORMATION USGS 7.5'Digital Elevation Model(DEM) Source: United States Geologic Survey EDR acquired the USGS 7.5'Digital Elevation Model in 2002 and updated it in 2006.The 7.5 minute DEM corresponds to the USGS 1:24,000-and 1:25,000-scale topographic quadrangle maps.The DEM provides elevation data with consistent elevation units and projection. Current USGS 7.5 Minute Topographic Map Source: U.S.Geological Survey HYDROLOGIC INFORMATION Flood Zone Data: This data was obtained from the Federal Emergency Management Agency(FEMA).It depicts 100-year and 500-year flood zones as defined by FEMA.It includes the National Flood Hazard Layer(NFHL)which incorporates Flood Insurance Rate Map(FIRM)data and Q3 data from FEMA in areas not covered by NFHL. Source: FEMA Telephone:877-336-2627 Date of Government Version:2003,2015 NWI: National Wetlands Inventory. This data,available in select counties across the country,was obtained by EDR in 2002,2005 and 2010 from the U.S.Fish and Wildlife Service. State Wetlands Data:Wetland Inventory Source:Texas General Land Office Telephone:512-463-0745 HYDROGEOLOGIC INFORMATION AQUIFLOWR Information System Source: EDR proprietary database of groundwater flow information EDR has developed the AQUIFLOW Information System(AIS)to provide data on the general direction of groundwater flow at specific points. EDR has reviewed reports submitted to regulatory authorities at select sites and has extracted the date of the report,hydrogeologically determined groundwater flow direction and depth to water table information. GEOLOGIC INFORMATION Geologic Age and Rock Stratigraphic Unit Source: P.G.Schruben, R.E.Arndt and W.J. Bawiec,Geology of the Conterminous U.S.at 1:2,500,000 Scale-A digital representation of the 1974 P.B.King and H.M. Beikman Map, USGS Digital Data Series DDS-11 (1994). STATSGO: State Soil Geographic Database Source: Department of Agriculture,Natural Resources Conservation Service(NRCS) The U.S. Department of Agriculture's(USDA)Natural Resources Conservation Service(NRCS)leads the national Conservation Soil Survey(NCSS)and is responsible for collecting,storing,maintaining and distributing soil survey information for privately owned lands in the United States.A soil map in a soil survey is a representation of soil patterns in a landscape.Soil maps for STATSGO are compiled by generalizing more detailed (SSURGO) soil survey maps. SSURGO:Soil Survey Geographic Database Source: Department of Agriculture,Natural Resources Conservation Service(NRCS) Telephone: 800-672-5559 SSURGO is the most detailed level of mapping done by the Natural Resources Conservation Service, mapping scales generally range from 1:12,000 to 1:63,360. Field mapping methods using national standards are used to construct the soil maps in the Soil Survey Geographic(SSURGO)database.SSURGO digitizing duplicates the original soil survey maps.This level of mapping is designed for use by landowners,townships and county natural resource planning and management. TC6745457.2s Page PSGR-1 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC PHYSICAL SETTING SOURCE RECORDS SEARCHED LOCAL/REGIONAL WATER AGENCY RECORDS FEDERAL WATER WELLS PWS: Public Water Systems Source: EPA/Office of Drinking Water Telephone: 202-564-3750 Public Water System data from the Federal Reporting Data System. A PWS is any water system which provides water to at least 25 people for at least 60 days annually. PWSs provide water from wells, rivers and other sources. PWS ENF: Public Water Systems Violation and Enforcement Data Source: EPA/Office of Drinking Water Telephone: 202-564-3750 Violation and Enforcement data for Public Water Systems from the Safe Drinking Water Information System(SDWIS)after August 1995. Prior to August 1995,the data came from the Federal Reporting Data System(FRDS). USGS Water Wells: USGS National Water Inventory System(NWIS) This database contains descriptive information on sites where the USGS collects or has collected data on surface water and/or groundwater.The groundwater data includes information on wells,springs,and other sources of groundwater. STATE RECORDS Public Water Supply Sources Databases Source: Texas Commission on Environmental Quality Telephone: 512-239-6199 Locations of public drinking water sources maintained by the TCEQ. Groundwater Database Source: Texas Water Development Board Telephone: 512-936-0837 Well Report Database Source: Department of Licensing and Regulation Telephone: 512-936-0833 Water Well Database Source: Harris-Galveston Coastal Subsidence District Telephone: 281-486-1105 Brackish Resources Aquifer Characterization System Database Source: Texas Water Development Board WDB's Brackish Resources Aquifer Characterization System(BRACS)was designed to map and characterize the brackish aquifers of Texas in greater detail than previous studies.The information is contained in the BRACS Database and project data are summarized in a project report with companion geographic information system data files. Submitted Driller's Reports Database Source: Texas Water Development Board Telephone: 512-936-0833 The Submitted Driller's Report Database is populated from the online Texas Well Report Submission and Retrieval System which is a cooperative Texas Department of Licensing and Regulation(TDLR)and Texas Water Development Board(TWDB)application that registered water-well drillers use to submit their required reports. OTHER STATE DATABASE INFORMATION Texas Oil and Gas Wells Source: Texas Railroad Commission Telephone: 512-463-6882 Oil and gas well locations. TC6745457.2s Page PSGR-2 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC PHYSICAL SETTING SOURCE RECORDS SEARCHED RADON State Database:TX Radon Source: Department of Health Telephone:512-834-6688 Rinal Report of the Texas Indoor Radon Survey Area Radon Information Source: USGS Telephone: 703-356-4020 The National Radon Database has been developed by the U.S. Environmental Protection Agency (USEPA)and is a compilation of the EPA/State Residential Radon Survey and the National Residential Radon Survey. The study covers the years 1986-1992.Where necessary data has been supplemented by information collected at private sources such as universities and research institutions. EPA Radon Zones Source: EPA Telephone: 703-356-4020 Sections 307&309 of IRAA directed EPA to list and identify areas of U.S.with the potential for elevated indoor radon levels. OTHER Airport Landing Facilities: Private and public use landing facilities Source: Federal Aviation Administration, 800-457-6656 Epicenters: World earthquake epicenters, Richter 5 or greater Source: Department of Commerce, National Oceanic and Atmospheric Administration Earthquake Fault Lines: The fault lines displayed on EDR's Topographic map are digitized quaternary faultlines,prepared in 1975 by the United State Geological Survey STREET AND ADDRESS INFORMATION ©2015 TomTom North America, Inc.All rights reserved. This material is proprietary and the subject of copyright protection and other intellectual property rights owned by or licensed to Tele Atlas North America, Inc. The use of this material is subject to the terms of a license agreement. You will be held liable for any unauthorized copying or disclosure of this material. TC6745457.2s Page PSGR-3 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC South Alameda Street Roadway Improvement Projed(2020 Bond) Phase I Environmental Site Assessment City of Corpus Christi December 2021 ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Appendix B — Fire Insurance Map xxviii DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC City of Corpus Christi - Alameda 3102 S ALAMEDA ST CORPUS CHRISTI, TX 78404 Inquiry Number: 6745457.3 November 18, 2021 I � I I I I I � I I I I I I I I I IIII D1J I I I II I IIU I II 111111 I (IIII I 1 1111 VIII III( I III 1 111111 ,1I�I� I I I I I Il I III l I I I 1 11 I ill I 11 1 1 11 I 1 I 1 Ifil I I I I 1 I Ilii z l l I Ir �I�II»ill � �I�I �� I 11111111 IIII 11,1 II11>i11 Ifi 111111 ,111111111 I��I 1111 I . IJ11 VIII � I it I 6 , l 1 I ) II t l 1 i . II f i 1 � I uul � I I I ( II � � I ISI Ill � � llll � lll �iilllll � ll , IIII � 11�11�1�1.11�1 II��I �I�IIII�I Illll�l�l��lI11.1�11�illl��ll� Lllll lltlll��l I� �� di Ai nnnsto )ung IfRoad, flhi Wllocir " Ilii Mtoiin C 0 115,484 CEDR 5DH 800,,:1,52 0050 gyp'air''en++'.edIIrVeb:x:yN ii DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Certified Sanborn® Map Report 11/18/21 Site Name: Client Name: City of Corpus Christi -Alamed HDR Engineering, Inc. 3102 S ALAMEDA ST 4828 Loop Central Drive, Suite 800 t CORPUS CHRISTI, TX 78404 Houston, TX 77081 ' EDR Inquiry# 6745457.3 Contact: Conner King The Sanborn Library has been searched by EDR and maps covering the target property location as provided by HDR Engineering,Inc.were identified for the years listed below.The Sanborn Library is the largest, most complete collection of fire insurance maps.The collection includes maps from Sanborn, Bromley, Perris&Browne,Hopkins, Barlow,and others. Only Environmental Data Resources Inc. (EDR)is authorized to grant rights for commercial reproduction of maps by the Sanborn Library LLC,the copyright holder for the collection. Results can be authenticated by visiting www.edrnet.com/sanborn. The Sanborn Library is continually enhanced with newly identified map archives.This report accesses all maps in the collection as of the day this report was generated. Certified Sanborn Results: Certification# 1288-4AFF-BAED PO# NA Project City of Corpus Christi -AlameT. Maps Provided: 1966 Sanborn(D Library search results Certification#: 1288-4AFF-BAED 1950 The Sanborn Library includes more than 1.2 million fire insurance maps from Sanborn, Bromley, Perris& Browne, Hopkins, Barlow and others which track historical property usage in approximately 12,000 American cities and towns. Collections searched: Library of Congress University Publications of America EDR Private Collection The Sanborn Library LLC Since 1866- Limited Permission To Make Copies HDR Engineering,Inc. (the client)is permitted to make up to FIVE photocopies of this Sanborn Map transmittal and each fire insurance map accompanying this report solely for the limited use of its customer.No one other than the client is authorized to make copies.Upon request made directly to an EDR Account Executive,the client may be permitted to make a limited number of additional photocopies.This permission is conditioned upon compliance by the client,its customer and their agents with EDR's copyright policy;a copy of which is available upon request. Disclaimer-Copyright and Trademark Notice This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources,Inc.It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources.NO WARRANTY EXPRESSED OR IMPLIED,IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT.ENVIRONMENTAL DATA RESOURCES,INC.SPECIFICALLY DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES,INCLUDING WITHOUT LIMITATION,MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE.ALL RISK IS ASSUMED BY THE USER.IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES,INC.BE LIABLE TO ANYONE, WHETHER ARISING OUT OF ERRORS OR OMISSIONS,NEGLIGENCE,ACCIDENT OR ANY OTHER CAUSE,FOR ANY LOSS OF DAMAGE,INCLUDING, WITHOUT LIMITATION,SPECIAL,INCIDENTAL,CONSEQUENTIAL,OR EXEMPLARY DAMAGES.ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES,INC.IS STRICTLY LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT.Purchaser accepts this Report"AS IS".Any analyses,estimates,ratings,environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only,and are not intended to provide,nor should they be interpreted as providing any facts regarding,or prediction or forecast of,any environmental risk for any property.Only a Phase I Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any property. Additionally,the information provided in this Report is not to be construed as legal advice. Copyright 2021 by Environmental Data Resources,Inc.All rights reserved.Reproduction in any media or format,in whole or in part,of any report or map of Environmental Data Resources,Inc.,or its affiliates,is prohibited without prior written permission. EDR and its logos(including Sanborn and Sanborn Map)are trademarks of Environmental Data Resources,Inc.or its affiliates.All other trademarks used herein are the property of their respective owners. 6745457 - 3 page 2 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Sanborn Sheet Key q, This Certified Sanborn Map Report is based upon the following Sanborn Fire Insurance map sheets. ® .M 1966 Source Sheets s3� a Volume 2,Sheet 230 Volume 2, Sheet 214 1966 1966 1950 Source Sheets 214 Volume 2,Sheet 214 1950 6745457 - 3 page 3 DocuSign Envelope ID: OA6E6F28-4048-49F7-9F01-102BBOCA5DDC CUM Certified Sanborn® Map 1966 ro k, A --Fg-6 Ofd`% 2 0'-2 A, E�o E o 1'16 09 + lilt Oil 0, 0 C, E' 00 -7> 4 PP 00 > l lip to W LL LL 00 00 0 41- >A. ti V copy \14 0 2% SitI N111 City If CIIIII Chn,fi-Al—d, Z Add.. 3102 A ALAMEDA AT kI City ST ZIP CORPUS CHRISTI,TX 78404 ,�1, Cli- HDR EUg--dg, 0 4, EDR I,qv Iy 67454573 C,d.,EWA 11118/2021 C,d,,,t,,, 1288-4AFF-BRED fiI A C,pyUght 1966 r This Certified Sanborn Map combines the following sheets. Outlined areas indicate map sheets within the collection. 0 Feet 150 300 600 1Volume 2 Sheet 214 3 Volume 2,Sheet 230 214 230 6745457 3 page 4 DocuSign Envelope-- ' m� 0AOcOrc84048�Sr7�rD1'10000UCA5ooC CUM Certified SanUnorn@ Map 1950 ro �E5 8E 15 E A. LL LL 00 Add.. 3102 A ALAMEDA AT Cty SIT ZIP CORPUS CHRISTI TX 78404 Order Date 11118/20'1 This Certified Sanborn Map combines the following sheets. Outlined areas indicate map sheets within the collection. 0 Feet 150 300 600 Volume z.Sheet 2,+ 214 6745457 3 page 5 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC City of Corpus Christi - Alameda 3102 S ALAMEDA ST CORPUS CHRISTI, TX 78404 Inquiry Number: 6745457.3 November 18, 2021 I � I I I I I � I I I I I I I I I IIII D1J I I I II I IIU I II 111111 I (IIII I 1 1111 VIII III( I III 1 111111 ,1I�I� I I I I I Il I III l I I I 1 11 I ill I 11 1 1 11 I 1 I 1 Ifil I I I I 1 I Ilii z l l I Ir �I�II»ill � �I�I �� I 11111111 IIII 11,1 II11>i11 Ifi 111111 ,111111111 I��I 1111 I . IJ11 VIII � I it I 6 , l 1 I ) II t l 1 i . II f i 1 � I uul � I I I ( II � � I ISI Ill � � llll � lll �iilllll � ll , IIII � 11�11�1�1.11�1 II��I �I�IIII�I Illll�l�l��lI11.1�11�illl��ll� Lllll lltlll��l I� �� di Ai nnnsto )ung IfRoad, flhi Wllocir " Ilii Mtoiin C 0 115,484 CEDR 5DH 800,,:1,52 0050 gyp'air''en++'.edIIrVeb:x:yN ii DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Certified Sanborn® Map Report 11/18/21 Site Name: Client Name: City of Corpus Christi -Alamed HDR Engineering, Inc. 3102 S ALAMEDA ST 4828 Loop Central Drive, Suite 800 t CORPUS CHRISTI, TX 78404 Houston, TX 77081 ' EDR Inquiry# 6745457.3 Contact: Conner King The Sanborn Library has been searched by EDR and maps covering the target property location as provided by HDR Engineering,Inc.were identified for the years listed below.The Sanborn Library is the largest, most complete collection of fire insurance maps.The collection includes maps from Sanborn, Bromley, Perris&Browne,Hopkins, Barlow,and others. Only Environmental Data Resources Inc. (EDR)is authorized to grant rights for commercial reproduction of maps by the Sanborn Library LLC,the copyright holder for the collection. Results can be authenticated by visiting www.edrnet.com/sanborn. The Sanborn Library is continually enhanced with newly identified map archives.This report accesses all maps in the collection as of the day this report was generated. Certified Sanborn Results: Certification# 1288-4AFF-BAED PO# NA Project City of Corpus Christi -AlameT. Maps Provided: 1966 Sanborn(D Library search results Certification#: 1288-4AFF-BAED 1950 The Sanborn Library includes more than 1.2 million fire insurance maps from Sanborn, Bromley, Perris& Browne, Hopkins, Barlow and others which track historical property usage in approximately 12,000 American cities and towns. Collections searched: Library of Congress University Publications of America EDR Private Collection The Sanborn Library LLC Since 1866- Limited Permission To Make Copies HDR Engineering,Inc. (the client)is permitted to make up to FIVE photocopies of this Sanborn Map transmittal and each fire insurance map accompanying this report solely for the limited use of its customer.No one other than the client is authorized to make copies.Upon request made directly to an EDR Account Executive,the client may be permitted to make a limited number of additional photocopies.This permission is conditioned upon compliance by the client,its customer and their agents with EDR's copyright policy;a copy of which is available upon request. Disclaimer-Copyright and Trademark Notice This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources,Inc.It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources.NO WARRANTY EXPRESSED OR IMPLIED,IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT.ENVIRONMENTAL DATA RESOURCES,INC.SPECIFICALLY DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES,INCLUDING WITHOUT LIMITATION,MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE.ALL RISK IS ASSUMED BY THE USER.IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES,INC.BE LIABLE TO ANYONE, WHETHER ARISING OUT OF ERRORS OR OMISSIONS,NEGLIGENCE,ACCIDENT OR ANY OTHER CAUSE,FOR ANY LOSS OF DAMAGE,INCLUDING, WITHOUT LIMITATION,SPECIAL,INCIDENTAL,CONSEQUENTIAL,OR EXEMPLARY DAMAGES.ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES,INC.IS STRICTLY LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT.Purchaser accepts this Report"AS IS".Any analyses,estimates,ratings,environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only,and are not intended to provide,nor should they be interpreted as providing any facts regarding,or prediction or forecast of,any environmental risk for any property.Only a Phase I Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any property. Additionally,the information provided in this Report is not to be construed as legal advice. Copyright 2021 by Environmental Data Resources,Inc.All rights reserved.Reproduction in any media or format,in whole or in part,of any report or map of Environmental Data Resources,Inc.,or its affiliates,is prohibited without prior written permission. EDR and its logos(including Sanborn and Sanborn Map)are trademarks of Environmental Data Resources,Inc.or its affiliates.All other trademarks used herein are the property of their respective owners. 6745457 - 3 page 2 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Sanborn Sheet Key q, This Certified Sanborn Map Report is based upon the following Sanborn Fire Insurance map sheets. ® .M 1966 Source Sheets kuY„ ain i Volume 2,Sheet 213 Volume 2, Sheet 214 1966 1966 1950 Source Sheets z� Volume 2,Sheet 213 1950 6745457 - 3 page 3 DocuSign Envelope ID: OA6E6F28-4048-49F7-9F01-102BBOCA5DDC �f L.PCertified Sanborn® Map 1966 7j ° a i I- m >N O Q �E� > FG `cam i U 2 o p6 / W. moo° / wwti Cr e o -E L\ ge 09 E 15J f o J*+✓ E- W m V_ Lj- ob N O U qr t N CU Slee Hnme. City Of CerPr e Chau-Alameda Address: 31D2SALAMEDAST �• VLr \ .' `"� ✓ yS��' vJri Cty,ST,ZIP:CORPUS CHRISTI,TX 78404 Client HDR Eng needng,Ino. 1� > / � �� y.�p�r y", , �X11 4� �°"�•`Ei /�1��. EDR In9v'y 674 467.3 �\V� � �4� �Z� �`, �� t ,0 'C \ \ ✓ rv, Order Dad.: 11/18/2021 ��,` nP `` ..Sl \., �./ �NrMi" Y `✓�, �.(� k 4�''I f 6�� Cerifcafon t 1288-4ARR-BRED /�f �(�,,�" �, ;.r}'' {Y `t{1,Y' "'" f Y�`•sy �1� �. Copyr 0 ht 1966 tP:�. ,a9..a %.,sky �X W\1,4�"` ✓,,', � i2h• This Certified Sanborn Map combines the following sheets. Outlined areas indicate map sheets within the collection. 0 Feet 150 300 600 Volume 2,Sheet 214 Volume 2,Sheet 213 21 j .N� 2 330 6745457 - 3 page 4 DocuSign Envelope ID: OA6E6F28-4048-49F7-9F01-102BBOCA5DDC U Certified Sanborn® Map 1950 �f \ \ V 2 �� y �.� `Y �id�., A epa 4� W� ,t�D Iry i�«�� d,o«ah p pe A. 4 C, IA \C93 Z� d O= / J E E o Z .°'o E°u s a.o r w a N� vow U N to cc E m c a a. G C♦ «tF «w4pp � a o U� Al °�= E .;o W m LL LL ¢ co 000 U U w� Slee Name'. Cle of Corpus Chnetl-Alameda Address: 3102 A ALAMEDA ST b Clay,ST,ZIP:CORPUS CHRISTI,TX 78404 Client'. HDR Engineering,Inc. EDR Inquiry'. 0745457.3 Order Date: 11/18/2021 Certifica—i 1288-4AFF-BRED Copyright 1950 This Certified Sanborn Map combines the following sheets. Outlined areas indicate map sheets within the collection. 0 Feet 150 300 600 Volume 2,Sheet 213 \213 it 6745457 - 3 page 5 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC City of Corpus Christi - Alameda 3102 S ALAMEDA ST CORPUS CHRISTI, TX 78404 Inquiry Number: 6745457.3 November 18, 2021 I � I I I I I � I I I I I I I I I IIII D1J I I I II I IIU I II 111111 I (IIII I 1 1111 VIII III( I III 1 111111 ,1I�I� I I I I I Il I III l I I I 1 11 I ill I 11 1 1 11 I 1 I 1 Ifil I I I I 1 I Ilii z l l I Ir �I�II»ill � �I�I �� I 11111111 IIII 11,1 II11>i11 Ifi 111111 ,111111111 I��I 1111 I . IJ11 VIII � I it I 6 , l 1 I ) II t l 1 i . II f i 1 � I uul � I I I ( II � � I ISI Ill � � llll � lll �iilllll � ll , IIII � 11�11�1�1.11�1 II��I �I�IIII�I Illll�l�l��lI11.1�11�illl��ll� Lllll lltlll��l I� �� di Ai nnnsto )ung IfRoad, flhi Wllocir " Ilii Mtoiin C 0 115,484 CEDR 5DH 800,,:1,52 0050 gyp'air''en++'.edIIrVeb:x:yN ii DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Certified Sanborn® Map Report 11/18/21 Site Name: Client Name: City of Corpus Christi -Alamed HDR Engineering, Inc. 3102 S ALAMEDA ST 4828 Loop Central Drive, Suite 800 t CORPUS CHRISTI, TX 78404 Houston, TX 77081 ' EDR Inquiry# 6745457.3 Contact: Conner King The Sanborn Library has been searched by EDR and maps covering the target property location as provided by HDR Engineering,Inc.were identified for the years listed below.The Sanborn Library is the largest, most complete collection of fire insurance maps.The collection includes maps from Sanborn, Bromley, Perris&Browne,Hopkins, Barlow,and others. Only Environmental Data Resources Inc. (EDR)is authorized to grant rights for commercial reproduction of maps by the Sanborn Library LLC,the copyright holder for the collection. Results can be authenticated by visiting www.edrnet.com/sanborn. The Sanborn Library is continually enhanced with newly identified map archives.This report accesses all maps in the collection as of the day this report was generated. Certified Sanborn Results: Certification# 1288-4AFF-BAED PO# NA Project City of Corpus Christi -AlameT. Maps Provided: 1966 Sanborn(D Library search results Certification#: 1288-4AFF-BAED 1950 The Sanborn Library includes more than 1.2 million fire insurance maps from Sanborn, Bromley, Perris& Browne, Hopkins, Barlow and others which track historical property usage in approximately 12,000 American cities and towns. Collections searched: Library of Congress University Publications of America EDR Private Collection The Sanborn Library LLC Since 1866- Limited Permission To Make Copies HDR Engineering,Inc. (the client)is permitted to make up to FIVE photocopies of this Sanborn Map transmittal and each fire insurance map accompanying this report solely for the limited use of its customer.No one other than the client is authorized to make copies.Upon request made directly to an EDR Account Executive,the client may be permitted to make a limited number of additional photocopies.This permission is conditioned upon compliance by the client,its customer and their agents with EDR's copyright policy;a copy of which is available upon request. Disclaimer-Copyright and Trademark Notice This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources,Inc.It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources.NO WARRANTY EXPRESSED OR IMPLIED,IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT.ENVIRONMENTAL DATA RESOURCES,INC.SPECIFICALLY DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES,INCLUDING WITHOUT LIMITATION,MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE.ALL RISK IS ASSUMED BY THE USER.IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES,INC.BE LIABLE TO ANYONE, WHETHER ARISING OUT OF ERRORS OR OMISSIONS,NEGLIGENCE,ACCIDENT OR ANY OTHER CAUSE,FOR ANY LOSS OF DAMAGE,INCLUDING, WITHOUT LIMITATION,SPECIAL,INCIDENTAL,CONSEQUENTIAL,OR EXEMPLARY DAMAGES.ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES,INC.IS STRICTLY LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT.Purchaser accepts this Report"AS IS".Any analyses,estimates,ratings,environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only,and are not intended to provide,nor should they be interpreted as providing any facts regarding,or prediction or forecast of,any environmental risk for any property.Only a Phase I Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any property. Additionally,the information provided in this Report is not to be construed as legal advice. Copyright 2021 by Environmental Data Resources,Inc.All rights reserved.Reproduction in any media or format,in whole or in part,of any report or map of Environmental Data Resources,Inc.,or its affiliates,is prohibited without prior written permission. EDR and its logos(including Sanborn and Sanborn Map)are trademarks of Environmental Data Resources,Inc.or its affiliates.All other trademarks used herein are the property of their respective owners. 6745457 - 3 page 2 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Sanborn Sheet Key q, This Certified Sanborn Map Report is based upon the following Sanborn Fire Insurance map sheets. ® .M 1966 Source Sheets ear 'YNf-, a¢a s Volume 2,Sheet 230 Volume 2, Sheet 213 Volume 2,Sheet 214 1966 1966 1966 1950 Source Sheets t Volume 2,Sheet 213 Volume 2, Sheet 214 1950 1950 6745457 - 3 page 3 DocuSign Envelope ID: OA6E6F28-4048-49F7-9F01-102BBOCA5DDC CUM Certified Sanborn® Map 1966 -D W I d, U`- Q --Fg-6 2 0'2 15 a. E d S L E P. 114 X 15 E V N� V, E' DO , s 2 1, W LL LL wIk, ,rl, t co C, A 0 C) AR, P, (f f SIte N11, CIty If CIIIII Ch,,,t, Al,,,d, Add.. 31D2 A ALAMEDA AT Clay,SIT ZIP CORPUS CHRISTI TX 78404 Client'. HDR EUg,,M-dg, gP Pf EDR r,q ty 67454573 'Al Order Date 11118/2021 C,M,fi,,t,,, 1 288-4AFF-BAED C,pyUght 1966Cr 0 This Certified Sanborn Map combines the following sheets. Outlined areas indicate map sheets within the collection. 0 Feet 150 300 600 Volume 2 Sheet 214 Volumi Sheet 213 Volume 2,Sheet 230 213 214 2 6745457 3 page 4 DocuSign Envelope ID: OA6E6F28-4048-49F7-9F01-102BBOCA5DDC CUM Certified Sanborn® Map 1950 �f /'� 18�•y �s;K A,r ,, f 20 O -' ° y n 6 ry. lto SID V, �p�� K. itl L-• x r pyl /SirA°",�2. g X25 n V /r t r =mo 2 ��Ca E 8 / rl.Q cL , v V o \ /' ✓,P,I ` '��p t o v, ✓ r �= �j tea. �/ 7y.1 k q �n �mN bpP `,f o a 3}} o E ,,,t�, / ,\/�u�,\ s a+ p ��Y °*',5„ v'" � r `�9• �O � �./�` y, my#.� xyt� �('' m 2 , LL v, �rl I I 3 W c. a q N r ' v a \J� ) Slte Neme. Clty of Corpuc Chrlsfl-Alemetle % >F✓`E � , \'�.J _ Address: 3102 A ALAMEDA ST �, ` G Clry,ST,ZIP:CORPUS CHRISTI,TX 78404 Client'. HDR Englneering, EDR In ppp / quA 6]4x/2021 / / _ Order Date, 11/18/2021 IAw �+ 'p +' Certiticationt 1288-4APP-BRED ry, //e YIV5 Copyrlghr 1980 This Certified Sanborn Map combines the following sheets. Outlined areas indicate map sheets within the collection. 0 Feet 150 300 600 Volume 2,Sheet 214 Volume 2,Sheet 213 213 214 N 6745457 - 3 page 5 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC City of Corpus Christi - Alameda 3102 S ALAMEDA ST CORPUS CHRISTI, TX 78404 Inquiry Number: 6745457.3 November 18, 2021 I � I I I I I � I I I I I I I I I IIII D1J I I I II I IIU I II 111111 I (IIII I 1 1111 VIII III( I III 1 111111 ,1I�I� I I I I I Il I III l I I I 1 11 I ill I 11 1 1 11 I 1 I 1 Ifil I I I I 1 I Ilii z l l I Ir �I�II»ill � �I�I �� I 11111111 IIII 11,1 II11>i11 Ifi 111111 ,111111111 I��I 1111 I . IJ11 VIII � I it I 6 , l 1 I ) II t l 1 i . II f i 1 � I uul � I I I ( II � � I ISI Ill � � llll � lll �iilllll � ll , IIII � 11�11�1�1.11�1 II��I �I�IIII�I Illll�l�l��lI11.1�11�illl��ll� Lllll lltlll��l I� �� di Ai nnnsto )ung IfRoad, flhi Wllocir " Ilii Mtoiin C 0 115,484 CEDR 5DH 800,,:1,52 0050 gyp'air''en++'.edIIrVeb:x:yN ii DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Certified Sanborn® Map Report 11/18/21 Site Name: Client Name: City of Corpus Christi -Alamed HDR Engineering, Inc. 3102 S ALAMEDA ST 4828 Loop Central Drive, Suite 800 t CORPUS CHRISTI, TX 78404 Houston, TX 77081 ' EDR Inquiry# 6745457.3 Contact: Conner King The Sanborn Library has been searched by EDR and maps covering the target property location as provided by HDR Engineering,Inc.were identified for the years listed below.The Sanborn Library is the largest, most complete collection of fire insurance maps.The collection includes maps from Sanborn, Bromley, Perris&Browne,Hopkins, Barlow,and others. Only Environmental Data Resources Inc. (EDR)is authorized to grant rights for commercial reproduction of maps by the Sanborn Library LLC,the copyright holder for the collection. Results can be authenticated by visiting www.edrnet.com/sanborn. The Sanborn Library is continually enhanced with newly identified map archives.This report accesses all maps in the collection as of the day this report was generated. Certified Sanborn Results: Certification# 1288-4AFF-BAED PO# NA Project City of Corpus Christi -AlameT. Maps Provided: 1966 Sanborn(D Library search results Certification#: 1288-4AFF-BAED 1950 The Sanborn Library includes more than 1.2 million fire insurance maps from Sanborn, Bromley, Perris& Browne, Hopkins, Barlow and others which track historical property usage in approximately 12,000 American cities and towns. Collections searched: Library of Congress University Publications of America EDR Private Collection The Sanborn Library LLC Since 1866- Limited Permission To Make Copies HDR Engineering,Inc. (the client)is permitted to make up to FIVE photocopies of this Sanborn Map transmittal and each fire insurance map accompanying this report solely for the limited use of its customer.No one other than the client is authorized to make copies.Upon request made directly to an EDR Account Executive,the client may be permitted to make a limited number of additional photocopies.This permission is conditioned upon compliance by the client,its customer and their agents with EDR's copyright policy;a copy of which is available upon request. Disclaimer-Copyright and Trademark Notice This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources,Inc.It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources.NO WARRANTY EXPRESSED OR IMPLIED,IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT.ENVIRONMENTAL DATA RESOURCES,INC.SPECIFICALLY DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES,INCLUDING WITHOUT LIMITATION,MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE.ALL RISK IS ASSUMED BY THE USER.IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES,INC.BE LIABLE TO ANYONE, WHETHER ARISING OUT OF ERRORS OR OMISSIONS,NEGLIGENCE,ACCIDENT OR ANY OTHER CAUSE,FOR ANY LOSS OF DAMAGE,INCLUDING, WITHOUT LIMITATION,SPECIAL,INCIDENTAL,CONSEQUENTIAL,OR EXEMPLARY DAMAGES.ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES,INC.IS STRICTLY LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT.Purchaser accepts this Report"AS IS".Any analyses,estimates,ratings,environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only,and are not intended to provide,nor should they be interpreted as providing any facts regarding,or prediction or forecast of,any environmental risk for any property.Only a Phase I Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any property. Additionally,the information provided in this Report is not to be construed as legal advice. Copyright 2021 by Environmental Data Resources,Inc.All rights reserved.Reproduction in any media or format,in whole or in part,of any report or map of Environmental Data Resources,Inc.,or its affiliates,is prohibited without prior written permission. EDR and its logos(including Sanborn and Sanborn Map)are trademarks of Environmental Data Resources,Inc.or its affiliates.All other trademarks used herein are the property of their respective owners. 6745457 - 3 page 2 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Sanborn Sheet Key q, This Certified Sanborn Map Report is based upon the following Sanborn Fire Insurance map sheets. ® .M 1966 Source Sheets s3� a Volume 2,Sheet 230 Volume 2, Sheet 214 1966 1966 1950 Source Sheets 214 Volume 2,Sheet 214 1950 6745457 - 3 page 3 DocuSign Envelope ID: OA6E6F28-4048-49F7-9F01-102BBOCA5DDC CUM Certified Sanborn® Map 1966 v, %- 4, A > V V 0 4", '06,6\x -F-6 E & 2 -F, > 0 014110 -0 2 E-�o I E 8 2 0 3- L % N A�V o 0. 5 25 C',15 Of 0, E- f 61109 A, .4 A; 60 N� P+ 0 '4 Iu� W yo 6L, < NLL rll�l I Ob 00 0 I,"f5l 0 V 1n `gip 619 Hs�F � Pf 0 P15 .0 V15 `6C) 4 pr It, Pi 4 + P� A, 2', ;0 OACl Sue N111 CIty If CI1PLI1 Chn,fi-Al—de , 60 10 Add.. 3102 A ALAMEDA AT6 C,ty ST ZIP CORPUS CHRISTI,TX 78404 Cli- V11, 60 ot, HDR EUg--dg, "00�--fao EDR lnq 67454573 So Ord.,EWA 11118/2021 goo C-fi--i 1288-4AFF-BRED V Copyright 1966 FILL!. This Certified Sanborn Map combines the following sheets. I Outlined areas indicate map sheets within the collection. 0 Feet 150 300 600 Volume 0=e2 Sheet 214 V0 ume 2�Sheet 230 14 230\ 6745457 3 page 4 DocuSign Envelope-- ' m� 0AOcOrc84048�Sr7�rD1'10000UCA5ooC CUM Certified SanUnorn@ Map 1950 Vr 10 Zip 15 E LL LL 00 00 Add.. 31 D2 A ALAMEDA AT Cty ST ZIP CORPUS DiRISTI TX 78404 Client HDR Engneenng,In, Ord.,EWA 11118/20'1 C,pynght 195D This Certified Sanborn Map combines the following sheets. Outlined areas indicate map sheets within the collection. 0 Feet 150 300 600 \14 Volume z.Sheet 2,+ 6745457 3 page 5 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC City of Corpus Christi - Alameda 3102 S ALAMEDA ST CORPUS CHRISTI, TX 78404 Inquiry Number: 6745457.3 November 18, 2021 I � I I I I I � I I I I I I I I I IIII D1J I I I II I IIU I II 111111 I (IIII I 1 1111 VIII III( I III 1 111111 ,1I�I� I I I I I Il I III l I I I 1 11 I ill I 11 1 1 11 I 1 I 1 Ifil I I I I 1 I Ilii z l l I Ir �I�II»ill � �I�I �� I 11111111 IIII 11,1 II11>i11 Ifi 111111 ,111111111 I��I 1111 I . IJ11 VIII � I it I 6 , l 1 I ) II t l 1 i . II f i 1 � I uul � I I I ( II � � I ISI Ill � � llll � lll �iilllll � ll , IIII � 11�11�1�1.11�1 II��I �I�IIII�I Illll�l�l��lI11.1�11�illl��ll� Lllll lltlll��l I� �� di Ai nnnsto )ung IfRoad, flhi Wllocir " Ilii Mtoiin C 0 115,484 CEDR 5DH 800,,:1,52 0050 gyp'air''en++'.edIIrVeb:x:yN ii DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Certified Sanborn® Map Report 11/18/21 Site Name: Client Name: City of Corpus Christi -Alamed HDR Engineering, Inc. 3102 S ALAMEDA ST 4828 Loop Central Drive, Suite 800 t CORPUS CHRISTI, TX 78404 Houston, TX 77081 ' EDR Inquiry# 6745457.3 Contact: Conner King The Sanborn Library has been searched by EDR and maps covering the target property location as provided by HDR Engineering,Inc.were identified for the years listed below.The Sanborn Library is the largest, most complete collection of fire insurance maps.The collection includes maps from Sanborn, Bromley, Perris&Browne,Hopkins, Barlow,and others. Only Environmental Data Resources Inc. (EDR)is authorized to grant rights for commercial reproduction of maps by the Sanborn Library LLC,the copyright holder for the collection. Results can be authenticated by visiting www.edrnet.com/sanborn. The Sanborn Library is continually enhanced with newly identified map archives.This report accesses all maps in the collection as of the day this report was generated. Certified Sanborn Results: Certification# 1288-4AFF-BAED PO# NA Project City of Corpus Christi -AlameT. Maps Provided: 1966 Sanborn(D Library search results Certification#: 1288-4AFF-BAED 1950 The Sanborn Library includes more than 1.2 million fire insurance maps from Sanborn, Bromley, Perris& Browne, Hopkins, Barlow and others which track historical property usage in approximately 12,000 American cities and towns. Collections searched: Library of Congress University Publications of America EDR Private Collection The Sanborn Library LLC Since 1866- Limited Permission To Make Copies HDR Engineering,Inc. (the client)is permitted to make up to FIVE photocopies of this Sanborn Map transmittal and each fire insurance map accompanying this report solely for the limited use of its customer.No one other than the client is authorized to make copies.Upon request made directly to an EDR Account Executive,the client may be permitted to make a limited number of additional photocopies.This permission is conditioned upon compliance by the client,its customer and their agents with EDR's copyright policy;a copy of which is available upon request. Disclaimer-Copyright and Trademark Notice This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources,Inc.It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources.NO WARRANTY EXPRESSED OR IMPLIED,IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT.ENVIRONMENTAL DATA RESOURCES,INC.SPECIFICALLY DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES,INCLUDING WITHOUT LIMITATION,MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE.ALL RISK IS ASSUMED BY THE USER.IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES,INC.BE LIABLE TO ANYONE, WHETHER ARISING OUT OF ERRORS OR OMISSIONS,NEGLIGENCE,ACCIDENT OR ANY OTHER CAUSE,FOR ANY LOSS OF DAMAGE,INCLUDING, WITHOUT LIMITATION,SPECIAL,INCIDENTAL,CONSEQUENTIAL,OR EXEMPLARY DAMAGES.ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES,INC.IS STRICTLY LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT.Purchaser accepts this Report"AS IS".Any analyses,estimates,ratings,environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only,and are not intended to provide,nor should they be interpreted as providing any facts regarding,or prediction or forecast of,any environmental risk for any property.Only a Phase I Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any property. Additionally,the information provided in this Report is not to be construed as legal advice. Copyright 2021 by Environmental Data Resources,Inc.All rights reserved.Reproduction in any media or format,in whole or in part,of any report or map of Environmental Data Resources,Inc.,or its affiliates,is prohibited without prior written permission. EDR and its logos(including Sanborn and Sanborn Map)are trademarks of Environmental Data Resources,Inc.or its affiliates.All other trademarks used herein are the property of their respective owners. 6745457 - 3 page 2 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Sanborn Sheet Key q, This Certified Sanborn Map Report is based upon the following Sanborn Fire Insurance map sheets. ® .M 1966 Source Sheets s3� a Volume 2,Sheet 230 Volume 2, Sheet 214 1966 1966 1950 Source Sheets 214 Volume 2,Sheet 214 1950 6745457 - 3 page 3 DocuSign Envelope ID: OA6E6F28-4048-49F7-9F01-102BBOCA5DDC CUM Certified Sanborn® Map 1966 Y, %- '4 0' V5 Vz- ol' 0 lo E 2 2 C3 15 E C', E a 0V > E fA 1?0 IOD W A�jo M< LL LIL 00 00 z 'E C) Slee N111 City Of C11pil Chnet,-Alameda Add.. 3102 A ALAMEDA AT Clay,SIT ZIP CORPUS CHRISTI,TX 78404 Client HDR Engineering,Inc. EDR Inquiry'. 67454573 Order Date 11118/2021 Cerafi-- 1288-4AFF-BRED Copyright 1966 This Certified Sanborn Map combines the following sheets. Outlined areas indicate map sheets within the collection. 0 Feet 150 300 600 Volume 0=e2 Sheet 214 Volume 2,Sheet 230 214 6745457 3 page 4 DocuSign Envelope-- ' m� 0AOcOrc84048�Sr7�rD1'10000UCA5ooC CUM Certified SanUnorn@ Map 1950 o o 80 LL LL 00 00 Add.. 3102 A ALAMEDA AT Cty ST ZIP CORPUS DiRISTI TX 78404 Client HDR Engneenng,In, Ondit,EWA 11118/2021 C,pynght 1950 This Certified Sanborn Map combines the following sheets. Outlined areas indicate map sheets within the collection. 0 Feet 150 300 600 Volume z.Sheet 2,+ 6745457 3 page 5 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC South Alameda Street Roadway Improvement Projed(2020 Bond) Phase I Environmental Site Assessment City of Corpus Christi December 2021 ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Appendix C — Historical Aerial Photographs xxix DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC City of Corpus Christi - Alameda 3102 S ALAMEDA ST CORPUS CHRISTI, TX 78404 Inquiry Number: 6745457.8 November 10, 2021 I i I � I l i I I I I I I I 11 1 I I I I I I I 11 I I I I I I I I 1 IIII I IIII1 I I I I I I ! 1 I I Illllllllllllllllll IIIIIIIIIIIII IIIIIIII �dddl Ii100 I IIIIIIIII VIII IIIIIIIII I IIII 11110111 IIII ! 1 1J i6 11 1J I 1J I I 1 I I I 1 ! 1 I ,I I 1 I 1 1 1 IIII � I I J I I Il I I I I l J I I I III � IIII II .I � , II III IIS ) Id l td lU �I� IIII III 11 I� 111 �I Ill I 11 �II� »,P .l, II IIII 111 IIII ,ll� IIII IJ Illi I ,I IIII IIID 1.1 Il�lf 1. Ill . , IJ 11. I I I III 1 1 . II 1 � I . � l � IIII)IIII I 1 I1 I lI 1l II J 1 1 l i r 1. f � r t 13 AinishoingIf w eal,�4 the hlloar IIna Ntl�u7uo, �` IL Q"&, &I (rEDR ��vww a chooucA csHn DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC EDR Aerial Photo Decade Package 11/10/21 Site Name: Client Name: City of Corpus Christi -Alamed HDR Engineering, Inc. 3102 S ALAMEDA ST 4828 Loop Central Drive, Suite 800 t CORPUS CHRISTI, TX 78404 Houston, TX 77081 ' EDR Inquiry# 6745457.8 Contact: Conner King Environmental Data Resources, Inc. (EDR)Aerial Photo Decade Package is a screening tool designed to assist environmental professionals in evaluating potential liability on a target property resulting from past activities. EDR's professional researchers provide digitally reproduced historical aerial photographs, and when available, provide one photo per decade. Search Results: Year Scale Details Source 2016 1"=500' Flight Year: 2016 USDA/NAIP 2012 1"=500' Flight Year: 2012 USDA/NAIP 2008 1"=500' Flight Year: 2008 USDA/NAIP 2005 1"=500' Flight Year: 2005 USDA/NAI P 2002 1"=500' Acquisition Date: January 01, 2002 USGS/DOQQ 1995 1"=500' Acquisition Date: January 01, 1995 USGS/DOQQ 1983 1"=500' Flight Date: January 27, 1983 USDA 1979 1"=500' Flight Date: January 01, 1979 USGS 1975 1"=500' Flight Date: January 14, 1975 USDA 1967 1"=500' Flight Date: October 08, 1967 USGS 1961 1"=500' Flight Date: January 15, 1961 USGS 1956 1"=500' Flight Date: January 16, 1956 USGS 1950 1"=500' Flight Date: February 07, 1950 USDA 1938 1"=500' Flight Date: November 09, 1938 USDA When delivered electronically by EDR,the aerial photo images included with this report are for ONE TIME USE ONLY. Further reproduction of these aerial photo images is prohibited without permission from EDR. For more information contact your EDR Account Executive. Disclaimer-Copyright and Trademark Notice This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources,Inc.It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources.NO WARRANTY EXPRESSED OR IMPLIED,IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT.ENVIRONMENTAL DATA RESOURCES,INC.SPECIFICALLY DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES,INCLUDING WITHOUT LIMITATION,MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE.ALL RISK IS ASSUMED BY THE USER.IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES,INC.BE LIABLE TO ANYONE, WHETHER ARISING OUT OF ERRORS OR OMISSIONS,NEGLIGENCE,ACCIDENT OR ANY OTHER CAUSE,FOR ANY LOSS OF DAMAGE,INCLUDING, WITHOUT LIMITATION,SPECIAL,INCIDENTAL,CONSEQUENTIAL,OR EXEMPLARY DAMAGES.ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES,INC.IS STRICTLY LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT.Purchaser accepts this Report"AS IS".Any analyses,estimates,ratings,environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only,and are not intended to provide,nor should they be interpreted as providing any facts regarding,or prediction or forecast of,any environmental risk for any property.Only a Phase I Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any property. Additionally,the information provided in this Report is not to be construed as legal advice. Copyright 2021 by Environmental Data Resources,Inc.All rights reserved.Reproduction in any media or format,in whole or in part,of any report or map of Environmental Data Resources,Inc.,or its affiliates,is prohibited without prior written permission. EDR and its logos(including Sanborn and Sanborn Map)are trademarks of Environmental Data Resources,Inc.or its affiliates.All other trademarks used herein are the property of their respective owners. 6745457 - 8 page 2 pe ID:OA6E6F28-4048-49F7-9FOI-102BBOCA5D mi INQUIRY#: 6745457.8 YEAR: 2016 500' pe ID:OA6E6F28-4048-49F7-9FOI-102BBOCA5D �p, I N Q U I RY#: 6745457.8 YEAR: 2012 500' (rEDR' 0 osUnEaRof ID:o 6E Gs&w4gF7ggw1&Bmc 2D� . . �« : � « � > , ^ yr > y . , ± ` f INQUIRY* 6745457.8 \ YEAR mm ` \ 500' (rE ^ DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC , k, �J 1 i i i INQUIRY#: 6745457.8 YEAR: 2005 =500' (rEDR' DocuSi n Envelo e ID:OA6E6F28-4048 49F7-9F01-102BBOCA5�DDC Ar I F r / o / � �,/�/� Iti r j r r ,swim /. � d � � '�Wr •'�"✓'� r r i � �,�'r" rj � R1 � � � 110➢A � d r�r s � / � /� / r � / r r wb r r « r i r r 11 i I„ wt r�1� r� w U ! �;; v,��fll ��" 'i ori� ➢°, ��r r � y � , / r r (i w f r r Rid�, 1�y1 �� .�� w %%r '�� •,� �„'. `^ � %/% /a, � „, �w � '� ff�l )J��,/M °°�"% '� ,�J��r i/��r ,4, wl ✓l�' � �w%� `mil"' ' °� I r INQUIRY#: 6745457.8 s YEAR: 2002 =500' ICEDR' J I° � �,�IU��w n. i� r�r, � �;�f�✓' �� maro a:wu� c .cru ia� .°�""w,. DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC a r ¢ q v' f i y ; a i i r r , o, N i / F r N r H /� f o i r u r )!IJ l 3/ f /1 j � r i j, / r o i i r � w � J w �I i 1 U rt gill u; r i INQUIRY#: 6745457.8 � � ,; z,r YEAR: 1995 Subject boundary not shown because it �� exceeds image extent or image is not =500' �� geareferenced. DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC N I I a > r A I Jr, I r o INQUIRY#: 6745457.8 YEAR: 1983 N � =500' (rEDR' �� • �•— � 1 1� 1 1 1 ` �� a AN / � a:,•�'= �( �J ,4� � c�I�� ,�� "max �'�4 ��roc , �' • rr ,I, m,'�'♦� >b,m&g wC'd'� ,iN % F�U�k "�' m +d' )r �� u� >,� A F�a✓ �. '� l5� ✓�� '� � ,�y'wp ,� ro� � � .^" q✓ �' "��. rwp�1„� ,fir �, a �' r 11 , Wi P h 4 ° w p�➢ a s.rW it �� e+,�'� Nry 'moor � yf % a 1 yrr �, ✓ Grl ra /V✓r u ,�""+ ralh,d✓ ,� r'"P,,,' +' ;. m �� " `aHt♦rte, �✓ �i v 9 �p �a ¢ r�j, y, ;�, ," I '" 1'� � `M � -Ja^k1N» �,r, V� ;,p�.. ,, to .��' ,��17r r e rw 9 ,.w„ ✓ ,rrn ��rd" " M1"b i� 't r,W ."w �i,° w r „ n k��"m'J u,. �JN., „"vrr,Y� ,�,.��.� s"�I ,°� `, �� w'a x✓,.nwvad.r,,M�� r�� oil��, � '� ,v'��„k m � �. �r �y� ,� ��,.�V6'r�+'�," � @ r,� .a, �� M1�•r 'y�'" �,� a� v," e,m '1�,. P ✓� + `p�. L �, �,n✓c I m� �', ,,k,�# y r "L y�,. ",� ��' ". '� q r �, b Jr., � f� r ",�, n� " '�f,�y �qw 94, �"°�"" %� ,+� `� �r'P t "' `Nµ d`V i'r �': �,nd"� ,` � �,� r -�h � r9'�`r. ✓ , not,o '" r � m "+ soil A ° M✓; x 7r y " {"Lp^w f � ` '''k �w;'`� I mh`jp '� w m ✓ P'" $'w'� °wed"%nes., ,� ,r'"'. 1 ✓ r r r ,,,. � ¢ NC ✓� „� �"Ya, rr N eM" 'N r r ,e� U >emN t NO �' Via✓ w '� `� '�'r� » "i i %�" k� "' v r f ,r il �n ✓,r �4 '' ; ,y,�ti ai` M1 "��r/�y ,,, � .,, ✓✓ r �dM�'' +�, y ° u�.uw �'n:. � ,w ;,'"m fin' a f r '� 6�' � ,r` ''�°'S � ,t.''M ,,, �� `ti �V�m h P°✓��1 � � M�°✓,.. �r �^avr� �rry 'wF ,� ,y "�` w I "�"Ot 04 r rt, Vd WMA'• 'V•' .�„gy "kl ' ”"m^.� � ��"' ,'d�fAl� ✓ ✓� 1-.. � � .'�`"`� ulM1 1 ," r,.-' r�lM1 �„ �y'✓'�`� �m #,ao �" ��"�� NrN rr�i�m�✓h� f ✓- a a 6+,� y .. d " LLQ �� ,; �. ";� ,�,. m � �4"G'W �o-^rv.� v ,.e,+" ,y�S ih� 6l✓ .� t �d r �";�. �, "�kr n�� ✓ �� .+"d`w�<,�q`✓' r��,✓"1�1'^ � ., #4� ✓r >✓ x, f"�� 'o "�'�,� ,,vm, ✓� f"��i ,"a a( dr, " ✓. A, K 6rJn01 i 9r r 'r ✓v J'' M1 " oil �✓� r�,r I",r?,. I �, �J�' '!;%,'„ � fir,�� ", "v„ ' ' �✓M1 fJ�„��'„ ”"'alb /n{a4^'n^f ;«." I � ,��, �I �� ` �lJ v. rV✓✓T ff ✓ pr 'd„a!" �� r ^"-d"' Vii✓✓r>)" FL wwr '��"" ;gym �r ��r � 'r "��, �N�i/ y° r�"a'�'�7r ��'Il�ri " �'""r'"y.w� ��'�r�'ru ✓� � �� ✓, a%'dt `; r, � �",' ��.:wi �uy ��"✓ J✓ � .✓� d %r r *V " kf r<rr �.;,I J ��, w'"V " �' ygi>' r 'fir � � ;�„✓�� hr ,�� ,��%� .,... �,i,„;�,� a "" �u�" � u�h a•(�,�' �� I�� r �� 411��" ti, ," �."+ r g, .� ,r b Ids" ✓- r w d µ '� �` o ��ar • o v9 ,.,'6 .m'P a� "`�;� � � hen^,a�' p � �� mfr r✓ ,.+ w v � ,�, u G � "� r�,.,. ,,,;"2 �rh ,,�„' r m"� � ,' + �, ✓�� i//�I ,ai h��l r, ,. �� '.mu � i �,;p'�'��.,,� ��)'`,,,. �� m at r add Q rr �! ✓4,+ �w" r `vjy "'. '' "uN'^�, w r7 �� ,f f �” ✓r r°r9u ;w" � " ,�+ m+d � aAi�� d v�d, hd�'� `� ,4✓ d��,� "' �' „ivp' IF � a i its "gip. � � + , "n �.� •"*" j�aR� +--„hr ✓,� DocuSign Envelope ID:OA6E6F28-4048 49F7-9F01-102BBOCA5DDC I ✓ ro, �/ , r� yi'i � 1 � r, iir,r��Nlm,� , J Jti,: �V, � r //M✓o r i � , 1 , ' r ,r 1 fli r✓f 'ply rG i� � „ r av +� r✓ Ali/�i il' ✓ �y f"� r i, Jy J ✓ /r r l / 4 / os , r n r r � ✓d // r ✓i �/� i, , w i�, I mr�✓ r r / J r JJ � r ✓/�/ Oii � 9 �✓, %r J/ f r ��', /�j �� pig 'i r r i , r G� I jr i ' ✓ v , r " �VI,,�„ ll 9d , 1,„ / ✓ r✓ r/ ri//r % i� ,; � e��r ,,... „ ;.�., � �i f�� /�� _d,i, rll�`, � .�� J ',., ',�; /� r�i p /i/ r� fr �)!✓� r;�,, N1 ,,; �� ✓ �� ,�� is�� i„ pi i�i � Ydl✓jr�� r i��0 //�l�/ �%� �� i ,�� '�, ��✓ a r r ,lf 11 V 9I �' Jf i ✓��iri%° i�J /i�� I/; � � r,/ iJ; i r rii � ;% � �� '' � �i✓fir ��✓�� ✓ %� r U�� ,,�,� t / r, ,r r 1 �icy a (�,/r rjhi ,:ryl, r i�''," ✓.. � � �� ` 1,f✓ rp i-, ,�, �� -, ,, '�, ,,;r�,�,r,J (,ti,a, ,. } ✓,.a ,, �/� v; �,��Lr��Vl ��r;lx J✓r,r� ��t ;r°. , �,� 'i'6 m� "r" �, y, Aid', ,��` � �, r�ll�,,1�� yr��/,,, � r /// '✓r��✓Gi, � if ri rr ' (fP4l`( „✓ A INQUIRY#: 6745457.8 YEAR 1975 '� Y✓� '� 500' SDR' = DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC � / yr P / WE/r s r' r 'u r r � a r� , v ! r rry � rr/ i a d k � m YEAR 1967 �� =500' DocuSign Envelope ID OA6E6F28-4048 49F7-9F01-102BBOCA5DDC u u �e f r r a' n r C n � " m f v r, r r i v w.. y r �40 1 n r , a, 4 ' e ,r r i m I' v 1 4 If r7 r N a� M,4, r ' _ty i , w v INQUIRY#: 6745457.8 YEAR: 1961 = E DRQ 500' � r � v s+ Envelope ocu i9 n e 6 6 28- 8- 9 -9 - 2 p y N � �rt a rrn, v ,r �F r a. 4 , 'r u a r INQUIRY#: 6745457.8 YEAR: 1956 =500' '� ,� ocu ign nve ope 6 6 28- 8- 9 -9 - 2 DC N" r / ( r lT l od l µ �r ^ mm o. f � ' rd ® v ^ y �f a r k i I v it ti r V I `�ylfy f n JM r �� rw or INQUIRY#: 6745457.8^ N YEAR 1950 =500' (rEDR' DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC INQUIRY#: 6745457.8 YEAR: 1938 N1�J�' =500' (rEDR' DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC South Alameda Street Roadway Improvement Project(2020 Bond) Phase I Environmental Site Assessment City of Corpus Christi December 2021 ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Appendix D — Historical Topographic Maps 1 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC City of Corpus Christi - Alameda 3102 S ALAMEDA ST CORPUS CHRISTI, TX 78404 Inquiry Number: 6745457.4 November 10, 2021 I I I I I I I I i I I I I I � IIII tltl � I I 1 1 i J I 1 +I I I 1 I 1 l 1 II 116 i1 III .I. II J 161 Irl ll I� I� III J 1 � IIII I lilt ....1 IIII l I. VIII 111 .1 PII J I 11111 u � ,i I� 1111 l II II l 1111 Il Iii 1 I I 1 II I II I � llll i 111 I � JJIU �� l J � D,ll J I 1 JJ 11 l I J 1 1 IIII � J l III I 1 � 1 I 1, I, I IIIIII� I � � r I „ 6 ,t 11 .rJl f0 �Illllll�lll�IIII III�I�11111�11�11�1�1�11�1 l 11�l Ill�,l X1111 I�II�II�I��,L��IIIIIII��IL�III�I��II'I�l�i I,,+ i n.lnst )ng IIRoad, flhi fIlocir S I ii M to ii o C 0 115,4 84 (rEDR 5DH 800,,:1,52 0050 gyp'air''en++'.u'dIlneb:x:mii DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC EDR Historical Topo Map Report 11/10/21 Site Name: Client Name: City of Corpus Christi -Alamed HDR Engineering, Inc. 3102 S ALAMEDA ST 4828 Loop Central Drive, Suite 800 CORPUS CHRISTI, TX 78404 Houston, TX 77081 ' EDR Inquiry# 6745457.4 Contact: Conner King EDR Topographic Map Library has been searched by EDR and maps covering the target property location as provided by HDR Engineering, Inc.were identified for the years listed below. EDR's Historical Topo Map Report is designed to assist professionals in evaluating potential liability on a target property resulting from past activities. EDRs Historical Topo Map Report includes a search of a collection of public and private color historical topographic maps, dating back to the late 1800s. Search Results: Coordinates: P.O.# NA Latitude: 27.75865 27° 45' 31" North Project: City of Corpus Christi-Alame Longitude: -97.390834-97° 23'27"West UTM Zone: Zone 14 North UTM X Meters: 658580.26 UTM Y Meters: 3071504.61 Elevation: 30.00' above sea level Maps Provided: 2013 1975 1968 1951 1925 1918 Disclaimer-Copyright and Trademark Notice This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources,Inc.It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources.NO WARRANTY EXPRESSED OR IMPLIED,IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT.ENVIRONMENTAL DATA RESOURCES,INC.SPECIFICALLY DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES,INCLUDING WITHOUT LIMITATION,MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE.ALL RISK IS ASSUMED BY THE USER.IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES,INC.BE LIABLE TO ANYONE, WHETHER ARISING OUT OF ERRORS OR OMISSIONS,NEGLIGENCE,ACCIDENT OR ANY OTHER CAUSE,FOR ANY LOSS OF DAMAGE,INCLUDING, WITHOUT LIMITATION,SPECIAL,INCIDENTAL,CONSEQUENTIAL,OR EXEMPLARY DAMAGES.ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES,INC.IS STRICTLY LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT.Purchaser accepts this Report"AS IS".Any analyses,estimates,ratings,environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only,and are not intended to provide,nor should they be interpreted as providing any facts regarding,or prediction or forecast of,any environmental risk for any property.Only a Phase I Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any property. Additionally,the information provided in this Report is not to be construed as legal advice. Copyright 2021 by Environmental Data Resources,Inc.All rights reserved.Reproduction in any media or format,in whole or in part,of any report or map of Environmental Data Resources,Inc.,or its affiliates,is prohibited without prior written permission. EDR and its logos(including Sanborn and Sanborn Map)are trademarks of Environmental Data Resources,Inc.or its affiliates.All other trademarks used herein are the property of their respective owners. 6745457 - 4 page 2 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Topo Sheet Key This EDR Topo Map Report is based upon the following USGS topographic map sheets. 2013 Source Sheets Portland Corpus Christi Oso Creek NW Oso Creek NE 2013 2013 2013 2013 7.5-minute,24000 7.5-minute,24000 7.5-minute,24000 7.5-minute,24000 1975 Source Sheets 1, Corpus Christi Oso Creek NW Portland Oso Creek NE 1975 1975 1975 1975 7.5-minute,24000 7.5-minute,24000 7.5-minute,24000 7.5-minute,24000 Aerial Photo Revised 1975 Aerial Photo Revised 1975 Aerial Photo Revised 1975 Aerial Photo Revised 1975 1968 Source Sheets wt RI Corpus Christi Portland Oso Creek NE Oso Creek NW 1968 1968 1968 1968 7.5-minute,24000 7.5-minute,24000 7.5-minute,24000 7.5-minute,24000 Aerial Photo Revised 1967 Aerial Photo Revised 1967 Aerial Photo Revised 1967 Aerial Photo Revised 1967 1951 Source Sheets a, or qp 4, ` n. Portland Corpus Christi Oso Creek NE Oso Creek NW 1951 1951 1951 1951 7.5-minute,24000 7.5-minute,24000 7.5-minute,24000 7.5-minute,24000 Aerial Photo Revised 1948 Aerial Photo Revised 1948 6745457 - 4 page 3 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Topo Sheet Key This EDR Topo Map Report is based upon the following USGS topographic map sheets. 1925 Source Sheets Oso Creek Corpus Christi 1925 1925 15-minute,62500 15-minute, 62500 1918 Source Sheets art. CORPUS CHRISTI 1918 30-minute, 125000 6745457 - 4 page 4 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC r ' Historical Topo Map 2013 j! �; IN L NV /NNX j��fJ -:•�C `\ `4 n<i e\`\ \�,\2� I��,s, \�a `t l \`�\ ,, AIt7 Vis Relr 4V l r A�, V11, V- / co/ ////t f 0�� V ° .,. r / � Ax / l I % E�SFO \t �'" Jf r/ tv, f �t NN" �4'l€tir'� }BI j� `a \t 4 `\ ; fNf 3r J"qf �� I� \ / rtp��' t� r�<,, pQArrr� %` i"� df/O2, f>� ` \t X// , �lr f \ kJ�Qr/ VIA y'�.,✓,.'1l�P��4//f�� $�{ 4, //ff// F //��,',` t eeC fi r /�\\:",,^l 4 \�� t c\t't ` ' ��'� .... ..... ti //'�.�f ,i` f ✓ /r %., // /F r � V , f / l,l r for � C�::,::fgQ�4j frf ` fpQt ✓ "AC��r " `` \ ,1 / �� °�r� ��/I f ✓ f >r,,/rr:ti'%'" %oCl'q/ti./' 'r/ { t /'J',;' /r/QO f` P &, /$1P/,i \0 5. /� /�n/I �Q � w %ice / P C��G /' ��✓ py406 l� Ap,\ t \V e / / f�✓ a�-�� / , f frf�cj � \ ) T o a l/ " .�� )./ �)k 1 07 " / W /F/ .x, P r % v2 ` S�~f��//�F/` S t4 �3y✓r' 4t q }I,;��RtJPh1,,; \ ' v P Rd 11,2" lie ':.,:2��O rNhNf��v�r�ff/fF//`.' f f/�I✓"��".7�/+f://jr/`//i i�l "r�(/ Wi,til//f/f/ �'`l/ �ff, /f/j"/-'C�hf 9q 9fpE.J//wV.�qf��N"�c`,Q�i4/'4/,�/rr%./f/c��r C�7.f ��/.�S7,dpiot,'ra/�S r""v/�/�Ol,1�I/"trte \�.r� � '�jr rti i Al s� 1/12 .�.. This report includes information from the following map sheet(s). 0 Miles 0.25 0.5 1 1.5 NW N NE TP,Corpus Christi,2013,7.5-minute SITE NAME: City of Corpus Christi-Alameda NE, Portland,2013,7.5-minute ADDRESS: 3102 S ALAMEDA ST SE,Oso Creek NE,2013,7.5-minute CORPUS CHRISTI,TX 78404 _ W SW,Oso Creek NW,2013,7.5-minute CLIENT: HDR Engineering, Inc. 1� `N. SW S SE 6745457 - 4 page 5 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC r ' Historical Topo Map 1975 i ._ r �y Vl iG � w�C�' q�, Itl3 h1� GI { 7�✓ all I rlFlj 4 �I�Vv tre^r-rwtri, � SO r ' "�akro d Il f 1 l6tc�� It�t � e r 1 Y� / r 6* if At l r pskF % r �.. N i h; tf� ✓ M` 2 R� j" � f f Del t �r wa�cr Ytxi Rn�tr� f��y�r„b fir„ ” d f e nEi ,M M'^ amMa r1 �1 y ✓ W ^fir s �f ✓r /�r1<� f` S rr wl 4,h'a2 � / 1 F F Mn f ","k X, "�. t e i q�; if F '14 F F s p✓ F � 14 fF w» IP ��, r r"� fit J 44h Siih" ,+ Sell qy r YU, it W,, ' .. �rr Ida„- �� '.4 '��pg k w w i vvuka� w PY wry r ,^ ^' rte' r ♦ «9ch +� NN r Se „ 7, F✓ r its 'V �I j This report includes information from the following map sheet(s). 0 Miles 0.25 0.5 1 1.5 NW N NE TP,Corpus Christi, 1975,7.5-minute SITE NAME: City of Corpus Christi-Alameda NE, Portland, 1975,7.5-minute ADDRESS: 3102 S ALAMEDA ST SE,Oso Creek NE, 1975,7.5-minute CORPUS CHRISTI,TX 78404 W SW,Oso Creek NW, 1975,7.5-minute CLIENT: HDR Engineering, Inc. 1� `N. SW S SE 6745457 - 4 page 6 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC r ' Historical Topo Map 1968 j/ %/ V � u�rymr m V tir �m r r, V n W0VC r�% r , IN " �, a �q �p �" M+ 'N1, � � �r r r� m e' 'iVA ;r✓ Joe, ACTS;, Y r ,, ir; 1 i day �i 27, u ,a / Yb b t mn � .ru � � �«r �'"' ",� m im i; i n n � mu " kru f' d Y m � 44 rr „ *dY�, Q r"m 110, m a #a � x kgyp:"%""d"� m 1' Vm�� dr' rI "� i / ! R A"ia�urin 'M h ,,r✓v"" ✓fir" �, m �,f�"'r Apr' �! �' S a �""'"m �r M 9 y, G Krtm"m"'^"'" Adm +i'r Ck tiff r°' .+" mr r 'if 4 / «* "�rr w 'Al NO 11 er'� A� " aim bUr �� i yyWry� °�w•„ r '� � .y ry-� pr;,;J d R" Gr �.'� tlE n m q V Crr�r� '"��//� ra"°�� 9�' �m �"� � 'm, 60 y r 'rte uti t mm"" P"'"� �V n J 'hi, y,;r' /m, 4' ��ytV t °"�' M✓" r F"r'D'' ✓" r„' ! m' 4 r u"", W,V / ^� mrr✓r!a� �`�� f rr' � � �. m,l� mr �'h � y d, "r """ �" r� P�""o'� r��u m � kf 'a� ,i� r d mai r�;g'i a,, � d. ,� mrd x ,r, a.Pr a""y `" ° �r /e 4": to ' � n� rm i- sro' , r� 141 r dgxy'�,Ie�dti� � �W r i d a im„ I tirh r x . oar � � �� •k - ! ' fan"x a r r, �, r V kti 2q J 4,, �� Rhp„ ,; � '� � �,, � n, ��' , �N �' �� " �'n m�r;,iM�;t��„ ,, m 8 iau,m ""'„ ' aaamaN G li a 0" r � f�� mei +;� fxi T It 0/r, Oil r „r; r„!,,;r / %;,�^; ""' ain rm" WC0 A rm m,r�n �, m""�w �¢�'��, � '+ ';� A� ,^ uq ♦ '�+ ,.m'W, "�It�,lL4 �a �,�ww"''y ��^" r ry�.,,'�`.' qY/.✓ This report includes information from the following map sheet(s). 0 Miles 0.25 0.5 1 1.5 NW N NE TP,Corpus Christi, 1968,7.5-minute SITE NAME: City of Corpus Christi-Alameda NE, Portland, 1968,7.5-minute ADDRESS: 3102 S ALAMEDA ST SE,Oso Creek NE, 1968,7.5-minute CORPUS CHRISTI,TX 78404 _ W SW,Oso Creek NW, 1968,7.5-minute CLIENT: HDR Engineering, Inc. 1� `N. SW S SE 6745457 - 4 page 7 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC r ' Historical Topo Map 1951 rra1 * ' M 7 Fisher CORPU h w * � .. Seh U ** i V ,*. RM 32 CORPUS HRJ, h 4�* *µ ,b AE mrcte w 19 Sell This report includes information from the IFE following map sheet(s). 0 Miles 0.25 0.5 1 1.5 NW N NE TP,Corpus Christi, 1951,7.5-minute SITE NAME: City of Corpus Christi-Alameda NE, Portland, 1951,7.5-minute ADDRESS: 3102 S ALAMEDA ST SE,Oso Creek NE, 1951,7.5-minute CORPUS CHRISTI,TX 78404 _ W SW,Oso Creek NW, 1951,7.5-minute CLIENT: HDR Engineering, Inc. 1� `N. SW S SE 6745457 - 4 page 8 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC r ' Historical Topo Map 1925 �- G w'+ 9a Porti �71�f� 4 1��F rt ew" �Y jjjj hi`�" ", ^wh'4 g m yah za +� ° � " rr '- ` a �M1hh� w w CP n h w ° w 01M I yq� ! h hoMr a h � �'2 VV, w a � �k9 y 4{ w�A P� k M �. � a 4 4 r 4 r 1 1 �II f 1 " y �yt o 4 f j 4 r rt 1� 35 !I 3 fi74 s I s v i �!b f f f Hm+m yywrwv�'brvw,dn>,anh, lflh s, r� N 'Mi � ,w h,�. w VIM1M1 M'ry, hMp aM1 yyy N �0w�l' ro m m, w; a This report includes information from the following map sheet(s). 0 Miles 0.25 0.5 1 1.5 NW N NE TP,Corpus Christi, 1925, 15-minute SITE NAME: City of Corpus Christi-Alameda S,Oso Creek, 1925, 15-minute ADDRESS: 3102 S ALAMEDA ST W CORPUS CHRISTI,TX 78404 CLIENT: HDR Engineering, Inc. 1 `N. SW S SE 6745457 - 4 page 9 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC r ' Historical Topo Map 1918 � N - OKI if , vx 'aF f/f rN 1, kr ' i g 0/0 / f d r IN j a v r , Aft" 40 XN�r ` &J_, � , r r i 9 fi r 1 f l r � e Af Af t Jfj %�� a Ni i i ik' F This report includes information from the following map sheet(s). 0 Miles 0.25 0.5 1 1.5 NW N NE TP,CORPUS CHRISTI, 1918, 30-minute SITE NAME: City of Corpus Christi-Alameda ADDRESS: 3102 S ALAMEDA ST W E CORPUS CHRISTI,TX 78404 CLIENT: HDR Engineering, Inc. 1 `N. SW S SE 6745457 - 4 page 10 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC South Alameda Street Roadway Improvement Project(2020 Bond) Phase I Environmental Site Assessment City of Corpus Christi December 2021 ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Appendix E — City Directories 2 DocuSign Envelope ID:OA6E6F28-4048-49F7-9FOI-102BBOCA5DDC -Alameda Noeee ;aR'oz � aa; s�m . iii911111pumwi� ii iiavi uUlP� llllluu II,' iliiilll � � ��i�ii' IIC : E0050 DR` t,i.� , � ,� ,o � �etaivai, n �� e�a .e, eu ,�, `E DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC TABLE OF CONTENTS SECTION Executive Summary Findings City Directory Images Thank you for your business. Please contact EDR at 1-800-352-0050 with any questions or comments. Disclaimer- Copyright and Trademark Notice This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, Inc. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. 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All rights reserved. Reproduction in any media orformat,in whole or in part,of any reportor map of Environmental Data Resources,Inc.or its affiliates is prohibited without priorwritten permission. EDRand its logos(including Sanborn and Sanborn Map)aretrademarks of Environmental Data Resources,Inc.or its affiliates. All othertrademarks used herein arethe property oftheir respective owners. DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC EXECUTIVE SUMMARY DESCRIPTION Environmental Data Resources, Inc.'s(EDR)City Directory Report is ascreening tool designed to assist environmental professionals in evaluating potential liability on atarget property resulting from past activities. EDR's City Directory Report includes a search of available city directory data at 5 year intervals. RECORD SOURCES EDR's Digital Archive combines historical directory listings f rom sources such as Cole Information and Dun &Brad street.These standard sources of property information complement and enhance each otherto providea more comprehensive report. E D R i s licensed to reproduce certain City Directoryworks by the co pyrig ht holders of those works.The purchaserof this EDR City Directory Report may include it in report(s)delivered to a customer. Reproduction of City Directories without permission of the publisheror licensed vendormay be aviolation of copyright. Data by b 6, 1 nj US Cbpyrirght-2008 All Rights Reserved RESEARCH SUMMARY The following research sources were consulted in the preparation of this report. A check mark indicates where information was identified in the source and provided in this report. Year Target Street Cross Street Source 2017 Q F-I EDR Dig ital Archive 2014 F-I EDR Dig ital Archive 2010 Q F-I EDR Dig ital Archive 2005 Q FJ EDR Dig ital Archive 2000 Q F-I EDR Dig ital Archive 1995 F-I EDR Dig ital Archive 1992 Q F-I EDR Dig ital Archive 1987 Q F] Coles Publications 1982 Q F-I Coles Publications 1977 Q F-I Coles Publications 1972 [/( ❑ Coles Publications 1967 Q FJ Coles Publications 1964 Q FJ Coles Publications 1959 [/( ❑ Coles Publications 1955 ❑ Polk's City Directory 1948 ❑ Page's City Directory 1942 Q FJ Page's City Directory 6745457-5 Page 1 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC EXECUTIVE SUMMARY Year Target Street Cross Street Source 6745457-5 Page 2 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC FINDINGS TARGET PROPERTY STREET 3102 S ALAMEDAST CORPUS CHRISTI, TX 78404 Year CD Image Source S ALAMEDAST 2017 pg Al EDR Digital Archive 2014 pg A2 EDR Digital Archive 2010 pg A3 EDR Digital Archive 2005 pg A4 EDR Digital Archive 2000 pg A5 EDR Digital Archive 1995 pg A7 EDR Digital Archive 1992 pg A9 EDR Digital Archive 1987 pg A10 Coles Publications 1982 pgA11 Coles Publications 1977 pg Al2 Coles Publications 1972 pg A13 Coles Publications 1972 pg A14 Coles Publications 1967 pg A15 Coles Publications 1967 pg A16 Coles Publications 1964 pg A17 Coles Publications 1959 pg A18 Coles Publications 1955 pg A19 Polk's City Directory 1948 pg A20 Page's City Directory 1942 pg A21 Page's City Directory 6745457-5 Page 3 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC FINDINGS CROSS STREETS No Cross Streets Identified 6745457-5 Page 4 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC City Directory Images Target Street Cross Street Source DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC - EDR Digital Archive S ALAMEDA ST 2017 3034 VASQUEZFLORES 3038 KINGSBURY AGENCY INSURANCE 3046 ALAMEDA SCHOOL & CHILD CARE JOHNSON TRAILER PARK 3054 BASS &WELSH ENGINEERING NIXON M WELSH PE 3060 T VANCE CROCKER DDS 3100 GRACE TEMPLE ASSEMBLY 3104 PALMER DRUG ABUSE PROGRA PALMER DRUG ABUSE PROGRAM CENTRAL OF 3120 ALAMEDA DENTAL DAVID N HAUSER DDS 3124 LANCASTER& BAY INSURANCE AGENCY 3126 BOOKKEEPERS CONSULTANTS INC 3130 BLUE SKY PEDIATRICS THE CHILDRENS CENTER 3133 76 AREA ROOFING CO H&R BLOCK HEB HUA TAI CHINESE RESTAURANT MARBLE SLAB CREAMERY NAIL & FACE QUEST DIAGNOSTICS REDBOX SUBWAY TMOBILE UHCH INC 3138 COMPLETE MEDICAL CARE DR TONE JOHNSON MD 3205 CVS PHARMACY REDBOX 3217 DOLLAR TREE 6745457.5 Page: Al Target Street Cross Street Source DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC - EDR Digital Archive S ALAMEDA ST 2014 3030 INCARNATE WORD SISTERS OF ORTIZ, ROSA M WORD, S O 3034 VASQUEZ FLORES HOME HEALTH CARE 3038 KINGSBURY AGENCY INSURANCE RICK PEETZ INSURANCE AGENCY 3046 ALAMEDA SCHOOL & CHILD CARE JASSO, AMY KRAMER, JASON J 3054 WELSH NIXON M PE 3060 CROCKER T VANCE DDS 3100 GRACE TEMPLE ASSEMBLY 3102 RAMOS, DENNIS L 3104 PALMER DRUG ABUSE PROGRAM CENTRAL OF 3120 ALAMEDA DENTAL 3124 LANCASTER& BAY INSURANCE AGENCY 3126 BOOKKEEPERS CONSULTANTS INC 3130 AYERS JAMES A MD BLUE SKY PEDIATRICS KLINE ALBERT KLINE, ALBERT C 3133 H&R BLOCK HEB HUA TAI CHINESE RESTAURANT MARBLE SLAB CREAMERY NAIL & FACE OASIS DISCOUNT LIQUOR QUEST DIAGNOSTICS SUBWAY SANDWCH SHP TMOBILE TMOBILE CORPUS CHRISTI UHCH INC STORE 1681 3138 COMPLETE MEDICAL CARE COMPLETE TAX SERVICE JOHNSON TONE MD 3205 CVS PHARMACY 3217 DOLLAR TREE 3223 FREEDOM FITNESS ALAMEDA 6745457.5 Page: A2 Target Street Cross Street Source DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC - EDR Digital Archive S ALAMEDA ST 2010 3030 WORD, S O 3034 VASQUEZFLORES 3038 KINGSBURY AGENCY INSURANCE RICK PEETZ INSURANCE 3046 ALAMEDA SCHOOL & CHILD CARE OCCUPANT UNKNOWN, 3054 BASS &WELSH ENGINEERING MUNROE & BASS INC 3060 CROCKER T VANCE DDS 3102 RAMOS, DENNIS L 3104 PALMER DRUG ABUSE PROGRAM 3120 HAUSER DAVID N DDS 3124 LANCASTER& BAY INSURANCE 3126 BOOKKEEPERS CONSULTANTS INC 3130 OCCUPANT UNKNOWN, PODIATRY ASSOCIATES 3133 DIRECT GENERAL INS AGENCY FLEXI COMPRAS HEB FOODS HEBPHARMACY HOLLYWOOD VIDEO HUA TAI CHINESE RESTAURANT KLEBERG FIRST NATIONAL BANK MARBLE SLAB CREAMERY NAIL & FACE QUEST DIAGNOSTICS SUBWAY TMOBILE 3138 BAY AREA CARE CTR COMPLETE TAX SVC 3205 MANLOVE STACY DDS 3211 H&R BLOCK 3213 ALAMEDA MEDICAL SUPPLY 3223 FAMILY DOLLAR STORE 6745457.5 Page: A3 Target Street Cross Street Source DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC - EDR Digital Archive S ALAMEDA ST 2005 3006 DAVID A MCFARLING MD 3034 ALLSTATE/ KELLIE GUERRA VASQUEZ FLORES HOME HEALTH LLC 3038 KINGSBURY AGENCY INSURANCE 3046 ALAMEDA SCHOOL & CHILD CARE OCCUPANT UNKNOWN, 3054 BASS &WELSH ENGINEERING 3060 T VANCE CROCKER DDS 3100 UNITY BY THE SEA 3102 DENNIS RAMOS LICENSED PROFESSIONAL C RAMOS, DENNIS L 3104 PALMER DRUG ABUSE PROGRAM 3120 DR DAVID HAUSER DDS 3126 BOOKKEEPER CONSULTANTS INC 3130 KLINE JOANN DPM OCCUPANT UNKNOWN, PODIATRY ASSOCIATES OF CORPUS 3133 COAST TO COAST WIRELESS FAME MEDICAL UNIFORMS H E B FOOD & DRUG STORE H E B PHARMACY#413 HOLLYWOOD VIDEO HUA T Al CHINESE RESTAURANT MARBLE SLAB CREAMERY#76 NAIL & FACE QUEST DIAGNOSTICS INC SUBWAY SANDWICH SHOP 3138 BEDFORD, MARRIETTA COMPLETE TAX SERVICE MEDIFAST WEIGHT REDUCTION CENTER 3209 XL HEALTH 3211 H & R BLOCK 3213 AA MEDICAL SUPPLY OF S TEXAS INC 3217 LUBYS 3223 FAMILY DOLLAR STORES INC 6745457.5 Page: A4 Target Street Cross Street Source DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC - EDR Digital Archive S ALAMEDA ST 2000 3002 WYMER PHYSICAL THERAPY INCORPORATED 3006 COASTAL BEND SPEECH & LANGUAGE ASSOCIATES ECHEVERRY ALEJANDEO MD GIEGER MICHAEL MD NEUROLOGICAL CENTER NEUROLOGICAL CLINIC NEUROSURGERY PA O LAVIN BLAKE B MD SPEECH & LANGUAGE ASSOCIATES COASTAL BEND WILLIAM PHILIP JA MD 3030 DISABILITY SERVICES OF THE SOUTHWEST 3034 ALLSTATE INSURANCE COMPANIES CORPUS CHRISTI GUERRA JESSE INS 3038 KINGSBURY AGENCY INSURANCE MORGAN STREET STORAGE 3046 ALAMEDA SCHOOL & CHILD CARE JOHNSON TRAILER PARK 3054 BASS &WELSH ENGINEERING WELSH NIXON M PE CORPUS CHRISTI 3060 CROCKER T VANCE DDS WHITESIDE WDDDS 3100 SCOTT CAROL A PUB REL SIMMONS CHARLES W CPA 3102 CAMPBELL CAMILLE LEE EVELYN OFFICE 3104 PALMER DRUG ABUSE PROGRAM CORPUS CHRISTI 3120 ASHLEY ANNA C DDS HAUSER DAVID N DDS 3124 REYNA INSURANCE AGENCY 3126 BOOKKEEPERS CONSULTANTS INCORPORATED 3130 AYERS CITY STOP AYERS JAMES A MD DYNACARE HERMANN KLINE AL DPM KLINE, JOANN SMITHKLINE BEECHAM CLINICAL LABORATORIES 3133 H E B FOOD STORES CORPUS CHRISTI HUA TAI CHINESE RESTAURANT IRVINGS FAMOUS UNIFORMS DBA FAME UNIFORMS INCORPORATED MARBLE SLAB CREAMERY 76 MONEY BOX THE NAIL & FACE NOLES BILLY JACK NOLES, BILLY J SCOTT, CONNIE J SMITHKLINE BEECHAM CLINICAL LABORATORIES SUBWAY SANDWCH SHP CORPUS CHRISTI UNITED STATES CELLULAR RETAIL LOCATION WAREHOUSE LIQUOR STORES INCORPORATED CORPUS CHRISTI 3138 ALAMEDA CHIROPRACTIC CENTER COMPLETE MEDICAL CARE 6745457.5 Page: A5 Target Street Cross Street Source DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC - EDR Digital Archive S ALAMEDA ST 2000 (Cont'd) 3138 FAMILY CARE CLINIC JOHNSON, TONE 3150 DANCER GORDON N HUDSON GEORGE C MD NUTTO WILLIAM J ATTORNEY WADE FAIRIES P ATTORNEY 3202 AMERICAN HEALTH CARE SERVICES OCCUPANT UNKNOWN, 3205 CASTLE DENTAL CENTERS 3209 ALAMEDA MEDICAL SUPPLY 3211 BLOCK H & R CORPUS CHRISTI 3217 LUBYS CAFETERIA CORPUS CHRISTI MOORE, KERRY B 3223 DOLLAR FAMILY STORE 6745457.5 Page: A6 Target Street Cross Street Source DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC - EDR Digital Archive S ALAMEDA ST 1995 3002 COASTAL BEND FAMILY RECOVERY SHORELINE CHEMICAL DEPENDENCY 3006 ALEJANDRO ECHEVERRY MD ALEXANDER LIM MD BLAKE B OLAVIN MD COASTAL BEND SPEECH & LANGUAGE ERNESTO H GUIDO MD FRANK P BONIKOWSKI MD H GREY CARROLL MD MICHAEL BURKE MD NEUROLOGICAL CLINIC PHILIP WILLMAN MD 3030 SHAWN, AUBREY G WELL MILL REHABILITATION 3034 PRICE, ROBERT REYES, C STATE FARM INSURANCE 3038 ARVID W ANDERSON & CO KINGSBURY INSURANCE 3046 ALAMEDA SCHOOL & CHILD CARE BRADSHAW, WILLIAM 3054 BASS &WELSH ENGINEERING 3058 DONALD C SEBERG DDS SEBERG, DONALD C 3060 DR DONALD C SEBERG 3100 BAY AREA MEDICLAIM INC CHARLES W SIMMONS LEE CUNNINGHAM INC SCHMIDTZ, JUDY SIMMONS, CHARLES W 3102 CAMPBELL, CAMILLE DOW, RAYMOND P MARLER, RUTH K RUTH K MARLER CPA 3120 DAVID N HAUSER DDS DAVID R POWELL DDS DR W F BARTOSH SR HAUSER, DAVID N 3122 BELTONE HEARING AID CTR 3124 CLAUDE KOSIER INSURANCE SVC JACK LANCASTER AGENCY LANCASTER MARINE SVC MARK CHRISTOPH 3126 BOOKKEEPERS CONSULTANTS INC 3130 DR J E TEMPESTA JAMES A AYERS MD W R CLEAVES MD WILBUR R CLEAVES 3133 H E B FOODS HEB FOOD STORES 6745457.5 Page: A7 Target Street Cross Street Source DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC - EDR Digital Archive S ALAMEDA ST 1995 (Cont'd) 3133 WESTERN UNION 3138 ALAMEDA CHIROPRACTIC CTR FAMILY CARE CLINIC MEDIFAST WEIGHT REDUCTION CTR NEAL DANCER ATY OCCUPANT UNKNOWNN W J NUTTO ATY 3149 HUA TAI CHINESE RESTAURANT 3150 CECIL HAYNES REALTY CO FAIRES P WADE GEORGE C HUDSON MD R B WEATHERS ATY WILLIAM A THAU III WILLIAM J NUTTO 3159 ITS MY SECRET VILLAGE RESTAURANT VITAMIN VILLAGE 3161 DOG HOUSE GROOMING DOG HOUSE PET SHOP 3163 WAREHOUSE LIQUOR STORES INC 3165 RELIABLE PRINTING 3167 VIDEO STAR SUPER STAR 3171 REYNA FAST TAX SVC REYNAINSURANCE TEXAS DRIVING SCHOOL 3202 ACUNA, E AMENITY HOME HEALTH SVC AMERICAN HEALTH CARE SVC ASAP SECRETARIAL SVC B R SELVIDGE INS JACKSON NTL LF INS JAGUAR DELV&TRNSPR N H MORGAN DC ORIN W WHITLEY S TEXAS REALTY CO 3205 ARTISANS MARKET INC 3209 ALAMEDA MEDICAL SUPPLY 3210 ALSUP &ALSUP JOHN VARDEMAN MICHAEL B SCHMIDT MICHAEL W GORDON WILLIAM D ALSUP 3211 H & R BLOCK H & R BLOCK INC 3212 NEW WAVE HAIR STUDIO OCCUPANT UNKNOWNN 3213 CARD &QUILL INC 3217 LUBYS CAFETERIA 3223 WINNS STORE 6745457.5 Page: A8 Target Street Cross Street Source DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC - EDR Digital Archive S ALAMEDA ST 1992 3030 RODRIGUEZ, DIEGO WADE, GUY 3058 SEBERG, DONALD C 3100 CAMPBELL, CAMILLE 3102 MARLER, RUTH K 3120 BARTOSH, W F SR 3171 S I LVA, G 3202 VANNUCCHI, PETER 6745457.5 Page: A9 Target Street Cross Street Source DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC - Coles Publications S ALAMEDA ST 1987 8005 '1'ouy O,oaluu . .69 064-7917 3006'1,4 By IW B 01.0. 03 003-1731 8008 1009 1 NP #U,D.W d Shp. . .84 883-1731 8010 Joan Jo.G.- . .76 682...641247 A 3�w :hAflnO.Ans aax .03 888-4020 10111 NP #Wd A Va'n I,Pc t1,O84-8747 81112 kmis R fseahado . . . .'71 884 230P Rr P J A 6^d101uaan .03 803-9739 'l01;3 Pedw C Gunzal.a ., 68 883--3463 #R1,Bwol Id 2 ben .83 083-1731 1100 BOEORD[NTS 37130 Nic.las G Fivm . . . .. .85 883 8527 1100* WW Oaks Nrsg n 862-893'7 '6.Corea'cm n,,pp . xt 882--6110 18118 81(766 111'2 . . NP A'O1r far Ener 181,73 n 082-6110 8814 4118 . NP #Euenin9 PsY,,Wagy . . .05 881-9654 "w 1900 CRAIG INES #R,Alan T P,sher . . .84 081-9624 '...I 12171 F%, Ilernandaz . .84 882-22'77 A'0,R R H.—,8R ,85 081-8654 1205 fIdwl V Nim u, . .73 883-.2256 A D,J.0 Oalnick . . . .82 $88-8862 1206 NP #Joe I.9,ararrau . . 'ea 6011-9624 717 Itaore Muria C.'lrar .85 804-517;3 hG.no k Mw11er . . . .84 0.61-9624 O¢n,rulln R."r, . ..87 884-6550 #Gen"E M.Iler . .84 881 9654 1209 A C_'la - rs 884....5'863 3034#Skandaad Roam., .91 887.-9021 Y 2'I G➢ ,Pura Oaxtummxee . .73 884.....8483 303+X/3042 NO" 9212 Munual 11 Cuellar. NiF9 BHA--886'1 3O46rk'AI..d S019CIAd C, .85 882-3216 11'15 P 3054#M Rags,O,E:"rt3, .69 882-5521 1287 (4-Ano AW . . ... 1,'8811-4955 #M.—o&ITaxa Inc . . .75 882-5521 B M Ce,1ez .17 882-5623 3O58 1)1,Do old C Sebe,q 65 882-5932 1217"f 1/19 NP 306009,Oonwld C Sabavpl 882-1211 1220'6 s—,0h O.V Adw Ch883...7017 xw.500 ROEfMAN INTS 1234 . . NP' 3100#Comille CaumpbaR . .O1 855-4171 1236 dvmra Cuewax. .. . . ...864-2472 Cao"mghara-l.,"Imo .O1 855-4171 —1100(MORGAN INTO #Eme9yn tlee . . . . . .B% 855-4171 1308 131O 1312 u314 NP 3102 A'1.00��Cnnrainghwm I,rc .81 955-4171 5317 Bass M Nwrwerr .72 604._9740 3y O4'0,,la's D'aheragu . . ,82 887 0020 4319 1321 NP A,Ills Adm'fx .82 887-0020 1322h,au Acom. as 882...182:1, #J' as enRID whatley' . . ..92 887-0020 8322"1.1713 1326 .. .NP 11170AO,N E Bavtoxh Sr . .03 807-2825 83317 1334 . . NP #1), vawW R 8-01 .64 882-2742 1341 dr Christi Rap'loanp6as .'70 883...5554 19022#BetwwoY Ron'ng/kid . .74 884-2217 —1200 ELIZABETH ME 3124#J taancnst,nv A?gxr,-Y . .'73 882-3317 9'S@1 NP :9926#B.nkkprs Cmaosl wxx . .73 883-3204 8405 M,.s Sm A OaNgw . .73 082-3104 :1130#0,Jp es A Ay— .80 984-2011 15CPG'f NP A^u,N R(lleawal5 .79 882-3379 81509 Bain'II fenu .80 882..-9387 4,Or J Lingenlalde .81 $02-5105 81;11 1513 .Nf #OJ k NOempesta .74 883-3461 8613!N 6 Perez .8°a 867-O39) '7733**Rig P.od Slora, 955-3931 81x31 Mary Oolm,".s h8-o . . 3664-09/031,74 .NP —11100 BONY INTS 3"1a Neal Barlow Aly . . ,15 884-9413 1601#Caam1.'d-mm Cons -083..,4531 Ao4tlr.E—Aryanuy .84 8834216 uW Mnin Hooky .903...9209 A u,El'.OA6wy. 11 080-7979 X611 A Alwmadn Vet Clink .67 882-7171 A,W7 J Win Aty .80 884-9413 *D' O 0.Feons . . .. .70 882...7171 #P.,wult Exe:ad kr pa 888-6242 1623 1,11 P'almaa OD 868-..5246 3142 ';784'2'' NY A A Amwvny 1Oastri8ntar 1,x 951-8777 3150'6'1 R Sandy.JrA" . ..95' 984-9389 1625'/,,#C j Ryas., .82 887-8395 #C w C,mmwall Ary .12 694-9389 A#Wooing Duwxper Su 70 888-5589 #Or George c Radamn .63 BOB-5796 1/577 Geo,ge 0 Shennum xx 883..-0888 A W odeOuromwoll Aly .12 884-9389 #B Widval7es Auda Vdm .03 883.-.9006 1,4 knirox P W.da MY . .64 804-9389 #G R S4armmn . .84 883..-6688 AHI.,e A G W691t . . . 888-5796 16156 Siilmion Areae . .82 883-5961 3151'*Vemmin,qua Id . .80 851-0821 1647 W7Nns4 am o o'Cs", 882...8011 315OA ViOaOa RY,lmu gat . .83 851-0006 A,SRO Dinner Thom, . . -882-8071 A Pr Agwpa 8331*Srnre .75 055-9543 #Thoandre Entorp, . . ...882--8071 A#'p.erdess clewmi'l 952-2681 Town' TluYte, . . ex 882...80'71 0.p Vitamin Vi9tage .76 855-3452 1649*Billies Longa . . 1,:r 882-3761 3%61'6 Oat Roan,Orao."ng .66 855--6222 1651 A'(:stnde Rmn SPENT _087...6366 #IO.q Roux.Pet Shap 66 855--6229 7651',7 F'wreahx F'90rn I'd 1,'a 881--361:9 3963'#NaraSaaxa tl.iquur . . 952-2762 1667A�Dmapmwer . .. . . .80 855._3821 3105'6 Aprd1'Sn„ae9 Cw4', . . . r 850 2184 1800 AYERS INNS 3167#Volo.Star . . .85 852-8678 1.. o�1700 S STAPLES IN'f 3171*Dakn.,We u'I4eng . .8a 852-3000 1702*Oax Phut. . . . . . .75 807.-.6509. #Rcyn a Ins Agan” a$52-3019 .A F.Pboto ...683-.6505 #Illy".Is Agcy . .85 852-3000 17040 Who.Book Sitars 882...5686 #Taxws Brung SYlH . . .85 8523000 7'710#Cage Hdsr Sara ,63 894..-3886 500 1OIA7ERROOM W#N;ova Sia Pat'S1v 087...3086 32O2-�kOv N BN M.rgon ..08 004-6523 1716#AI%pdirtd 0"halugraph . .77 884-4267 A Salrgwmad Rax, x ..83 887..1645 #0"..'rh.ryre . .. . ..93 884--4207 #S Texas R.A"r(�. . .72 884-6571 500 PALME''RI)(NTS #u,Polo V'onn IH . .81 883-8000 18006/''urns chnt . . 883,-2786 #Grim W WlhRI.y . . .73 884-6511 18O1+W'Eck�rd Slog s . . .78 882-2586 'A'SA"..rd Baa Sys 572 0000 19037 R7WR Bl.ok Ca . . . ..84 804-3573 B#Masa Muruaad 1i8a . .82 084-3093 1806'*G.II Security Bldg R#B R Sehhdggo Pas . .79 084-3093 AS-6.4ifing WY 3205#AonW.Ply,I'in. . .82 $54-1055 1807#MWA.1 Bentnl Bg Ar 13,06.in Planau0 nIn ,69 854-1055 #See Building UlTy Prcarp.n Chru1 8100 .81 854-1055 18O9#Gd Shapha,ds Ikon, .73 883-0281 3°209#CC An Gollwy14 854-1057 18124'Nch Ok Carpus Chrt n 884.-032% 1 A,C.rinos Chrstl Sky....84 854 1057 1815#Raaxewa9t-9nhor .75 983-2645 32'10 Willi a1, 0 Als.p . . 1r 684.6321 1817*A&P New lnnd 34 803-3232 'A'Fisher Mwp MY TI 884-6321 1021#Sia Poiatx Baha,y 982-5921 *W B A9snp pay ,71 884-6321 #Who A T¢rokor . . 94 882:-5921 3212#Am Tel'Bec:try . . ,:,984-9090 500 CL3fFORD INTS 32131,1Gwrd a'd WiO . . .63 853--9946 SOO COLE INTO 3217 A'Whys Calowles . .03 854-4373 n 2115 '93163 6 Iiwoa . .185 963-2474 3223#Vain'Sno"m dnc . 461 853-9992 22114 . . . . . . . .NP 3229*The bWomans Shap . .66 054.3001 2209AM Ml.ga,Efi,.nmx 882--6091 3233#Meade Wow Cosmo . 855-0203 670 Meage'Elem Snhl .78 882..-6091 *"Eno"Suburb.fxho .72 855-7375 2210 2222 2224 N1" 32347 O'Jnhn P Schs m . .74 882-1751 *•5.00 AT'LAN'14C Will; 'A,Oc J E Opxh.. -882-2926 2325 Gea,ge Wow, . .88 883-07921 3235'AR'i Target Street Cross Street Source DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC - Coles Publications S ALAMEDA ST 1982 4,34 177010 S STAPLES INT' 39590 V'adur,V01aaoA 1'702*Pox Photo .__ 881.6503 :X181*Oo9 Mouse PO Shop .. 055,6221 *Rua} Phatry ........- 883,6501 9163*Wlarehaumo-r Uquor ...,. 852-2782 *Fox Phok, ,... M-65015 311",* ur PoBAY bon"..... 8;13.2012 1'704*Mcirrnis,Book Store.. 662.5686 3167*lkrk le Sty'Salon .. 8546333 7'760*Cog.Hdw Store _ _ 984,38861 kyousewh Bty SsO, 8%5333 *Cargo. S1x ph- Stn... 8843868 31'71*Waverick W MS iro, 1523842 171+' D',n 3he01e ... F8 RNA-4207 500 GLALEBR'.Y6OK TNT *;ApphAd Photograph .. 8N4-42517 3202*LAN 2 Plt Won:: .. 8931372''.... 1"7'18*Alexander Ron,Do .... &64.4'541 *01 N IT Mor{tan ... 984,15521 *Radia Centar .. 884.4941 *50 4`exas fIFIA Co .. 6838000 *R"'.—oser Stamp 884-4941 *S l—s Realty Ca ,. 884.6511 8(70 FALMEHO INTO' *Sor.nlr T'ex Shy I3,a .. 88471(51 180(1*pa1coa Sh" .... 9&;12780 *Dr PedV4f11YEDtir,hl..... 883-817061 160Dru '1*E'ke'd gn 9822600 *0- W WhIlley .. .. 884-8510 190)8*,J Js Hes'Deighs 892.4142 BMans Mufual Lire.... .., 8843099 1Bl'76 R B R SANIdge Ina..... 884308;4 780E*¢ It aecvrhy Bldg .... 3209*Aa3PIan Pdyr Poly. 85410551 *See Skudtn0 DO, ..., kaftd,on Plano&Drgn 6840059'..... 18()7*Medh,,h(7anntel 50 ... *CC All Gallery . 85417157I 'S.h Ouildinrd Dny *Crsrpvtn Chrnl Bud—... 854fl055 I.. 1809*Gd Shep3herd8 Corea ... 883-778'1 *WAtan Br00k Cathy .. 854 W571 1812*F1111 Stele Bank. .... 884.0321 32W*Aisup&Atxup Any, ..... 8844321 I akRada Barber Shop..... 884-0183 *Fmheu Allup Ally ..... 884-5321 1845*Roogevvh-Baker..... 883.2845 *W 0 A18up Any ... Be 321 1817*A&p No World..._.... 883-3272 *Kfrl,Cox At V ... .. 6841592? '1819*Gd.d Lion Foods 986-7260 *Peau Dodo Ally ., - 884.832{ 1821*Six Polnl, Bakery 8825921 *John R Food ... - 884-6321 500 CLIFFORD IN'F.S *Jahn R Haaa ..... 884.9/36''... 500 CCOL[-INTS or R Heal ..,. 894.6921 MIl A I ,0 3'ar¢[Jr ....H liR 11 063;5 *Jahn R Ho as .. 9849X96 M ry EIY'll'Y'1%I I mirex Ilefts 0°�, *'C:J Ji Ikaot't Ally ,. 894-6321 I 3rih U C (�arra3 ... 1/ 0832474 3212*Pe9strlx .. .. 854316P 1 Mr,11 M PYIhr�arr8. ... /0 9114-5482 3213*Card and Clue`( N5;h994ux 2209*M Menger Elkin So.... 862-6091 *Fox Photo 953-9940,'.. *M Monger Elem !3'176. 882.60191 8217*Lulrya Cafeta:ou .,, 8.5443731 2.31('7 IS 17 1r'ICIr;4rn ,,61 688-5771 '1223*Wlnn Stores Inc ., 852.9267 0'1.3'3 2224 ,IVP 3429*1Ir.Womans Shop 8543001 500 ATLANTIC INTO 3233*Merle R-h—Coem1 855.0203 232.5 r Tea"jurat10 8&4:3423 *Terve'S,Ah'bn Fshr, ... 855.7376 500 SOUT N ERN INTS C„, ID r,3vrr I I I I I ., RU 8813 790.1 5001 LOUISIANA INTS *Dr J Robert Cone � ... 8824605 ,NP *Gr John P Sc,da a .... 882 t7S1 2720 U GI a 7btuna, fu... 863!%389 3236k Rlcharde Beauty ... 853.2551 2701,9 ...IVIG ALindale Barbar;Shp .. 852901, 500 OHIO WT'S 32VdyF;rwl Texas SV9 An .. 85w4731 500 INMANA INT"S' 3242*Df J W Beueum 101 .. 882.7875 2801 luP !3[a C ll]eenl'a3r hp Al fSer 9119 2810*Gr Cd.dys M Moron 882-9824 3245*M1Minn&Crr... ..�= 851.9900 2FIi4 A L.Thr,,,1 .....511 882-1307 3246*Serah Ell,l;nnA By ... 981.9443 Sealey 0 Thorr; ..66 KIP'130/ *So Tex SpNI Go—,, 881.9443 3 rn f--r;o k T 43 mm,i a �!i? SO '11,1281 ,1016 fd,ardr ftwi ........ 86401445 U 87951311 9081 29;'4 t, L H—,nr,) ... ...- 7'1113-'I R!y6 32GC) ArYP a L ('i(alfief ..1=3 654 BfiGf )"1FIJ5' '+202 Ne11r t L C.101111a ,.64 884/8111 29:72 5714',U R3nnrGf ..... 68'19630 3'264 .......... ,NP /i '. 887-981k1 21334 did 8,upnay .. .9n 661)IW6 '78X411 I 2840*TO,W R MEtzgnr 964.1142500 MINNF'SOLA IN'!'S 21944 1846 ..NP 3302*Dr W C!Ander"' 853.28621 28,"i6 F ank,I Grad.rCO3,ar ... 8877932 *I.unrg Aaooafatea .... 8592862 3:1141*Dr Frank B Howard 855-0921 2862*0r W D Whiteside..... 8825686 35'14*Dr Ana IL Bit ila..... 853,2597 *0r W Whiteside 882.5132 *Oa M 0)1 Blaine2531 ''.... 500 HARRISON INTO *Blaine Prot A.—, ., 9532537''... 500 CHAMBERLAIN INTI'S *Dr Mary WCesey 853-2537 1. 2910*Incanlete Word . 8610857 3315*The.Doctors Hosp11 855323 I *Irxarnl Wrd Athllc .. 883-5204 3316*AaouBtaun of CC 652.0522 *1lcarnote Ward Bnd.... 86:3-921)7 *Bal.»We.r 9 AVd 8529522 *Irlcarnfl Wrd Cott" _.. 8193.5206 *W f.Sates hinor Aid 862.8622 yrlhemt Word Alumno .... 888-8899 3316*Allnmeda Alh i rta C 851.1981 'AIn4'ornt Wrd HI Soh .... 803"B''t *Fred C'Auforel'1 Aly .. 854-0171 2930'*Incrnl Word Ad St.... 882'136'0 *F D Oreeiny ACty .. 8540111 *Incrn4 Word Cnvnt 8825413 *W W Meas dr Ally .... 8540171 *Incrnt Wold DAPmt .... 882'1062 *C F.Mott Ally .. 8544171 3002*CunMAIN n11 Anicgla 988-6301 *HPeylor W'Ginnis .., 8.5FIlel *Conntant'naa Noot _ 898-8301 *M C,Worrls Ally 3010 Axl T1,,', .. 081 5135? *6A A 0 e91y Ally .. 99401 F1 1'3 14 J3h113an ......i+ 88'7,P3;?30 3330*St,Patrick Cameo' 662-1421 I *Cr Joel K0111,1, ... 989-9862 3331 Hain,111 Aylilar 863 I(94 3054*Cantury 21�Rgrruy 1 882-1846 Just A YI'rny A"non, Rt ul1 a' o *Edroy Guerre ... 882.10146 l"(I A 11er5o1'l BI' "128, I *3tandud Regntter .... 8V79BR1 IJ L A 13ren() 30 564/5/Q rf3 rh trd 1'e3133ey .... 97977564 Vuyj 4 G Ba"', P,J,41094f ;11140 L) 3'I 1i Iluglles ..di 0P/fr3'3. GO¢f L'R'dvA'9aU .i. 19S'r 24^5 1043 _ l'JF Torry LJ.tanc.ulnrl 9tr1 1909 3048*P8t1y Cake Dy Scru.... 882,3216 Mr8 1'4x1 VV 7714 isc @('1 81$M3*Paely Coke S7,hs6 8823211, I;;,,t L e6O MP 8 S ,17 ;3054*M Bas,Jr Eng, ..... 882 5521 +EVr B,101,1. /Pi 8149 4905 1 *Munroe&Baaa Inr;. 882°58+11 LIs3,H l w111rlrn ..�� 854 9;24:+ 317'h Ur U,1naiC C,.'1,b.IR- - OU 5'933 I"JW1 C"",woll. _.. 8V,3971 1 30851*16r Donald C 3ebnrg 882121'1 r^c s ( 3rleno. ...�, C1:'i`�V7 &Of) H03FFMAN MIS C,7e,min uaw,)n .. t7SS 856U }1('101 l,.t 13 0'31='Ipla 11 61 Bll,'-4171 ''bk Gan,,-.. �11 fPh15 02118 *Cem01Va Campbell .._ 853.4171 A"a'rn li 1,10" 0? Pl'44 i8i'r *Cunnhrgham-Lee 1"; 855.4171 40114'141,DWI,. ., v 85717..Htr I *35aminy Cunninghom .. 955-4174 Gb,111 f;eek Jr 653 0381 *Flan Limn .. �r 883.63561 1,9 L C [1r1u1r. ..E('1 PW 0894 1 *V.rvwCunn'llg Aa, Inc ft6&41 ft Norr rn C:rW3 5514385! -p0fi^v�Pyn 0., ..__ 8.xi141'7f fpS.S` I PI,Th'Irt .. 8'I 8��1-3,7/ I 3'104*Gt5ad-Mul'st Vn, 884.5549 h 13 >,t ,Ir .. 6`11068 u *Ina Broke,age .._ 887-0020 G'Y1 DWI )I.le .....,,81 85s *Dcrwey Jahnaon&Aane .�r 887.8669 .Sl'+�rq 133"4114 65'r 0386 1 *Pfau Ad,,fix ... 887430261 Vir61F Un"Herr ... '3('> RS i 7.6Ir 1 *Jarrtew D Woolley ... 087-002(1 E#J l5 3 76 854,4993 3120*Lupa Tltya ... '� 883.1351 Auc3 y D io, ,8? 81+2 U?i r 1 To r, Band ...� 883.351 C':MhP r a"10 3.'1, R55 Frio 3'12°2'*Bekloncr Hsarng Aid .. 884-2217 1ulxtr, I'.lres WO 2964 3124*J Lancaster Agney 8823317 Cdcorla1 r fIeyd III k391 i462 1 1926*Baoickpra Currnitnte 69:4,3204 AL f G316,n A"7 3181,ObU4 .9134b*Dr,lames A Ayers .... 884.4841 Cat,! 1,,1 cA Jr 76 9b3 R GH 1 *Dr W R C[advoe 8823378 ('.ri81 I1(,0)''430) .... 8.',14,978? *Dr J LklgenPelder ..... 8825105 h 119 G'1113 .... ..77 653440 1 *Dr J k'f empeve .. 883446l ,Anka" l U;1:131 �� 852/599 3135*HES Food SwIde 914,0-3031 John p r*nla. 4:11 913?4083 1 3134 ., .NF' 17a3n1 Wfc,i a 691 0867 3138*14e41 0—A'Arty ... 964.9413 Abd1 C1111,1 Jr HI 19!54281'1 *Wo Ina Co of SW ..., 8825887 li"m G4 d4 J+' ll'-Ika/ *W J Nrltla Atty .. 6849413 1Wr1 CaSIY�.Ir.. ..81 961 3719 *Dr J E Upsno-. 882.1926 1VA. (1:zad 84644593 3142 314£'9, ..NF'" RoCh f ars Gaf4m I'VI B'a5°3971/ 3'149*Shoe Fair 8543832 171a1>rr nz .. 1. F,Et.98119 I 5150*C W Cromwell Any 894.9389 5ttnry 1 >I o 1 ,.. - 6I,,d4754 *Dr George C Modsan, 886.5796 li U(4ensnluaa .. At 61',,'3471 *WadahCrnmweiP Atfy ... 9949383 V f;}C grin,+u. R1 11713'AYl *Folra,P Wade AYPy 884-9389 f'3ir-n',n( (4l 4{,Iad ....+ 855()140 *Sam Ne,tergtren Jr 864.9389 Jer'y A furnrvAkes r WS4�1344 *0r A C.Wnl0h1 888-5786 ,loan(r lv r1q. .. .. 87146852 3153*Fobrdc For¢:Cntre ... 854.8562 H11)"3 1 f'uarrr; 8520wf 5957*8orxll'2"II 8.51-0821 Arnral i J141ev,3'nl. (153 NMI *Faminl9ue If To .... 852-9272 Tl'110 a H t..G¢,,l,0) 543-9/04 3159A Appe Book Store ... 6&5,9543 Da+,iid f ober mx. 6:13-t�OQe" A Peldds,Cleam nro 852-2681 Sider.k 141'ra'nond .75 852 3l50 B Gardery PataAr Reprn 8510ti16 51i1Aurtl n�ltrncn .61 881 14,4w arm >1>a rgp-r. ,® a;rl r vara rn y igen vv 4^n ro rwn wrrvv m.4 ,fere ru.,av ',. 6745457.5 Page: A11 Target Street Cross Street Source DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC - Coles Publications S ALAMEDA ST 1977 AL AMEDA 5 - 78494 3234*Dr J Robert Oc-e c 882.1751 SO4 A"64'NT"06INTS *01.Jahn P Schulze 882^1751 23,'7,8 t 5 Tani 5 884 1422 2235skRichards Beauty! 853-0731, 500 SOUTHERN IN"TS' *Richards Beauty 8532551 $04 LOUISIANA INTS *Richard$Vogue .853.0731 Halrob rs 881003" *Richards Vogue 853-2551 2YP0 Chea HrnOor 2 886 6"85 A Lrbdata Barber Shp 832.9022 /� RAf Pinlxlu; m`883 Idh'4 3237*Corp Ch Savings 854.4731 %�%/ 1766 H W Arrow$Jr ru 884-6490 3242*Dr Sleppen G Hyde n 882.7875 Soo OHIO!NT'S 3245#gavrdsona Gall NP 855-0202 400 INDIANA 1NT5 8612 Nroluiafaa A LaMar n 889 his 4B Pail H m,tord 883,90418 2810*Dr Gladys'M Martin 8829824 3252 erralk 4 0110 8847674 71 r".814 A L Tri g 8821130 7 Fiowa[d r ole 51 884 5447 // ,hokir D Tharoes 882 1307 i fro Anthll L W Ihcf $84 8666 yet Y NP 3262 Horbe 1 G t o isun 884"78130 ?e16 Edward k'v 8646445 $264 John K A d 'ow 884-5016 2824 K i1 11111os 888 757 Witham B"Y", 8839986 A 9 Walker 888-7612 . 78411 �� g83C Mary 0 Mrrd ns n 6tY x 6892 .. - . 2834 NI 500 MINNESOTA INT'S i%/G 2g40*.or W A Metzger 8841142 3302*Or W E Anderson 853-2862 2044 Mark S Hwkin,, 8 8fid-9731 *Dr JoneshWetegrove 853-7343 2848 Mrs W H P Tyler 88�.6:970 *Dr Jahn M Jones 853-7343 2056 N D Black c 882-6926 *Dr A L Lane 853-3241 AIw1 0 Carlow 4 8849955 *Dater Med Lab 855-0292 3a NP *Or J F Wetegrove 853.7343 2662*Dr W D Whiteside 882.5688 3310*Dr Fronk B Howard 855-6921 500 HARRISON INTS 3312*Dr Zone Certapa 854.8201 500 CHAMBERLAIN 3314*Dr Alva L Blaine 853.2497 3Nt'S *Dr M H Blaine 853.2537 2910*Incarnate Ward 883-0857 *Blaine prof Assc 853-2537 2930*Incemata Word Otc 882-1362 3316*Bates Hearing Aid - 852.8522 *Inomi,Wed gevlpmt 882.1062 *W L Bates Hear Aid- 852-8522 *fncamate Wd Convt v 882.5413. Mildred Bigger n. 852.8632 3442*Ga6etadtlnea Flmt 888-0301 3318'*Fred C Auforth Any 854-0171 /j 3006*Food Marl 884-6832 *AaforihaAsaoC6 854-0171 ;3030 .lank Fdkorson 3 883 4066 *Dr Jack L Cori 855.7359 Vnteria Iif dawkin. B84-6089 *John R Hoes Arty 854-0171 Snamn Keller n 884 9714 *R sarcoma,Any 854-0171 Data H Sarayovr 1 884.7359 *W W Kess Jr Any 854-0171 CWdSon 8829511 *P W McCrary Arty 85"171 3034*0Mialentl Adome Ins 884.8501 *M P ORellly Arty - 854-0171 *Fwmem tips Group.. 8848501 *R L Weiner Arty v. 854-0171 *Farmers no Group.,: 884-0634 3390*St Patrick Convent 852.1421 *Farmers ins Group 882.6413 9333 Jknmy Alb"C"t n 854-8419 Bob Mfsrds :6 88�;-1546 Mrs Utz Anderson 853 5906 *David Harris Ino 684-0634 Jahn W Andekoll - 8513-5906 *Lou Harris Insurbo .882.8413 G5i1 AnllMlong 6 854-9614 9040*Home Decor 882.1011 Richard 6aCkland 8'14 2710 *L M Williams Doers 882-1011 Jbe8.Jr .. 854-'7640 , 3446*Canservafory Magic i NF. Pa.,Ba 8.14-'1661 .862.2791 Gler1 0 Blaylock n 853 9626 *Party Cake Dy Sort 882.2791Tonny B eckan 85;3-.5917 M 3034* Bass Jr Eng,:. 882.5521 @o«G Badbwy E 8.124853 *Muntoe"asa Iris 882-6921 Mrs P E 959 des 6 652.404$5 3058 Cir Donald C`7otrerp 8825932 lhwib,R Naskdnp F 111-11,11 3060*Dr Donald C Solberg 882-1211 I3.Nod H o 11o0 654-520y) $00 HOFFMAN INTS Moray A Byant B52 4401 3180*Urban Engmeenng 883,5581 Dowd H bm F 854 7653 *evgene,C:Urban 883-5581 Oscar A P„anxlyde J fSa'a'3r)f19 i. *Larry 4 Urban 883-5581 Mike M Card.,, 86'3.5720 '1104*Dobson Chldm Teat 882.2912 Ma a I Cambia 8:3-6056 % *Whetaburgor 882-2912 Eimer Casey 4 655 01`aa .31130 ehobael dioson 5 883.3666 Sar a C3sasak 852-0852 *Michaels Hsa Opas 883-3666 Bnar e laveland 854 7558 3122*8ohone Heamg Aid .8842217 Jaye A Crkibew 654-0090 *Car Belton Heamg 8842217 Allbot F Cox 6 655-2125 3124*J Lancaster Agncy 882-3317 Kat5laal r, rta 855 2770 3126*Brwkkpm 3Consfrnts 883-3204 E9oword D Oars 6 854-7604 31319*Dr A f Kiat 882-3379 Jrrtu Dav;, on 6.;4;1762 *Mrchsehili erkham 888-5357 John E Davis 5 854-3309 %��// *Dr A E Temperate B83.3461 Elasrui R Dolarxanp 851 7623 i� Miehaol I W lliamS 888-5361 PJug 1 Doles anlos 856197851 0",, i� 3133*HEB Food Stores 865.9037 Hotmri CY1,urs e 852.94410 31+4,4 NP *Dr yogash D5ingra rs 853-7793 3138*W W Chapman Jr In 883-6211 *Dr dames E Doty 8542541 '*Neal Dancer Arty 864.9413 B G D,,,kam 4 852.6606 *Ganem!ElWho a ,8844933 Jw Duque 854-6150 *Gen eraY Et Co '8844933 (Sharon Erin; 6 885 3465 *General Electnc 8844933 lC.I Enrysr,om 8523-0918 *C 6 Harper Arty 8849413 Fred Enmis 802.-6034 i/////s, *James Haber Ins 8836211 Otis 6 Paries 4 853 4761 *Dr J E Upshew 882-2926 Kenneth Fit,anlvuur 6 V4 7'351 *Acer P Veky Ins :883.6211 Alvin(Ion Fryday 850..2.969 *Whdney-Vaky moor 883.6211 AW Garcia 855-0'984 3142 NP C,atO nu G-8 Jr ft' 851.6568 //�W ^o NP D R Coma 853:4430 3 4Z;kFab"O Fein Cir 854-9582 Colas Garza 3 653.46:7 U� 3149*Shag fair8543832 17.0 Gorda$ 6 e.2,6444 9150*C W Cromwoll Ally 884-9389.: H B Gest,to - 653 7611 14D1 George C Hudson 88&6796 S K Gold 85 x:3104 *Wsde6Cromwell Arty 864.9389 Ralph Go a, 4 8 2.6164 *Forte$P Wide Any 8849389. Debbie Greenwood 655 6822 /j//" *4r A G Wrightt 886-5796 6'.USeb 1(Eeilivn.Ir 851,7503 �� 315.3*Glias Bake Shop 1852-3441' 11 Hsisy 854.6558 *Galoa Wedding Cake 852.3447 �5id allaoy li8mmond 852;it°a6 /,�/% 606 3159*Agaprr Book Sara 8;4-9543 ,A9ayra Handdosan 6 852-3763 i A positionCloarwm 852-2687 Waitelr Henry h 855-9980 B In"fam Village `855-3452 11 F Hogg r 852-7261 SIA *Deiho Inc 855-6221 {..alba HoArtm 854.0085 %�// *069 Haase Pat Shap 6556221 ArU1a Holmes 652.-4227 9758*WarNMa"uquoh Str 852-2782 5 H gney 843-3807 3i65',Awheeirea Sal Mus 9h 853.2511 Arrn Ntan 8.4 01430 415Z*LVndak BYy Salon 6545833< 'rrirrttny horn 6 8>5-72461 *1nevenkan 6ry Sake 654-5333 B E Jerk h 8'.133f38 *404kyick Mrki Lac 852.3844 C';hn$Ioplto Jarrirk 6 8'3 4063 iiia Si70 rwreE'BROOK INT"2-3342 laflorson 852.31(,7 ,4lrrl ki+rtMfenuaAsans 8834682 8592497 Jaensnx Jwlkvns nkto,W'Pla go, ee3 is72' Krrbo[ I Johnson $54-7!356 *Dr fE Ff M4,^yan 884-8523 hurler FfJse Junes F 8'421430 �� ,m,M hdnikso, a 88^N+-a8'2 M H Jones 6 8154.2190 / *S T1,yw'aa 9f4ahy Ca !1846511 Arena Kau %/% * Al¢/labdYhy 884-01511 r1 r-Ke 8 5.0646 �� 2.265* aawtn PGuro6,01 6541055 85a'C60'i %/ *sce Gal *D,.S Kes,ulu 654.8079 �� Inc 6541067 11011y P K�rble 6 852-7276 *W4San R3 Gal hy 8541057 1& a arw4Ckgao 85541065 ! F 8 `1015 Met 1 Kraaa[ 852 0336 Ino 853.3374 Mar rdu Kiy�rs 655-3737 '3"1'UO�rfN4Mr Ahup Atty 8846321 Thmlma W/ Kwan 65'-694'1, **ae J AHwp AMy 884.8321 A J Lea 6 5 0.312 �� W D:rtsy4 A1ry 8848321 rku4 A oma P 8b3-3738 Ally J Jgteksan Alf 6646355 Mack Le,ak 853 3495 85[7232 l', is Lloy 853-356 410 *Card and 4ui8 863.9946 Edile Lloyd 855 3410 �� iY7*wbya CMeted'p 854-4373 Mlo Loa /,�*Winn s ffw 854'1375 852.9264 GuadaJ[ 8 Loose 6 6$4-5496 Sfap 654.3001 wi46dm L opo? 854 2710 C''"'Meda Cmpmrtbc 8B"203 A 5 Lam C 95 6586 I M Namran Camra S1 BSS-0403 � / Rai>dil Roland tpryn a 862 7592 elle$abrbn Fann 865.7375 B E3 Mobvy Yr 6r 653 ?63 �� //l ud�fnaa�P{n{yMMyAd1 Ab4 fM Y p X 4k Ade e,yF In,Yr{rNt,i r4 [ Y 4.F ifJ Gal+4(!fN 2.n pri61 ��%/%�� x„w✓*a aw Iww.rmrr, •, naw ,a+a o urn dos« s,-m,mwna.ra G rx.- ,gay erns, a 6745457.5 Page: Al2 Target Street Cross Street Source DocuSign Envelope ID:0A6E6F28-4048-49F7-9F01-102BB0CA5DDC - Coles Publications S ALAMEDA ST 1972 o PAUL GARSKE 08886585 1 2766 MRS BERTHA H PARRB 8846493 . . 500 OHIO INTS . . . . 500 INDIANA, INTS . . 2802 JAMES MARSHBANK —8821011 2810DR GLADYS M MARTIN 8829824 2814 A L THAMES 9 8821307 SHELBY D THAMES 6 8821307 W G SYKES 88281.63 2816 EDWARD ETTEL 8848445 2824 MRS C B FOWLER 8 8832324 EDNA RAMSEY 8841242 2832 NP 2834 MRS MERCEDES LOGAN 6 8830255 2840 OR W R MET ZGER 8841142 2844 FORREST DAVIS —8884969 IVIAN DAVIS —8884969 2848 W H TYLER 0 8828374 2856 R E GILCHREST 0 8828675 RUSSELL L CORLETTI 8827060 2862 0R W D WHITESIDE 8825688 . . 500 HARRISON INTS . . . . 500 CHAMBERLAIN . . . . INTS . . 2910*INCARNATE WORD 8830857 2930* INCPNT WRD ADMNSTV 8821362 * INCARNTEv WRO CNVNT 8825413 3002*VARIETY LIQUR STOR, 8887212 3006*OPPORTUNITY STORE 8821681 3030 W E ASHLEY 1 8824046 ONETA CUMMINGS 8837120 DALE R SARGENT 1 8847359 ARNOLD A YAEGER 9 8849569 3034*GARLAND ADAMS INS 8848501 *JAMES CAPPS 8826413 *DAVID HARRIS INS 8840634 *MAY REALTY 8831935 3042 RICHARD HURT —8849759 3046*CONWAY CSVRTY MUSIC 8849315 *CONWAY DAY SCHOOL 8849315 3054*M BASS JR ENGR 8825521 *MUNROECBASS ENGRS 8825521 3058 DR DONALD C SEBERG 8825932 3060*GSR DONALD C SEBERG 8821211 . . 500 HOFFMAN INTS . • 3100*DAN W PUGH 08835581 *URBAN ENGINEERING 8835581 1N S A iI if u—H O OR II Z IE D, 1111'9 @d j H II 11111 II'19 C. B°✓ T V—H fir. IGS'U 8 L d!l$ F H 6745457.5 Page: A13 Target Street Cross Street Source DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC - Coles Publications S ALAMEDA ST 1972 ALAMEDA SOUTH 3100*EUGENE C URBAN 8835581 *LARRY J URBAN 8835.581 3104*MMM ELE:'CTORNIC BKP 884Ev793 *RAY F MILLER TAX 8846793 *WHATABURGER 8822912 3122 DR N H MORGAN 9 8845688 :31,26 NP 31:30 NP 3133*H E B DRUG SORE 8550191 *NEB FOOD STORES 8550291 31.34 WM I MCDONNOLO 7 8844658 ;.31,36 NP 31.42 ROY O K;RIDLER SR 4 8847649 WY HIIJOJOSA 9 6848389 31.47*FABRIFIC FABRC CTRrIH549582 3149*SHOE FAIR x8543832 3150*C W CROMWEL! ATTY u8849389 *OR GEORGE C HUDSON 8865796 *WAOEECROMWELL, x8849389 *FAIRES P WADE: ATTY 8649389 *DR A G WRIGHT 8885796 3157*SILHOUETTE FGR FRM 6532558 3159*MORRIS DISCOUNT HS 8.522163 31.61*00G HOUSE PET SHOP 8556221. :3163*WAREHSE LIQUOR STR 8522781 3165*GRE..ENES SOL MUS SH 8532511 31.67*LINOALE BTY SALON 8545333 ' *STEVENSON BTX SALN 8545333 3171*PEE:RL.S CLNRSFLNORY 8522661 500 GLAZ.EBROOK INT . 3202*CORPUS CHR GEN INSM8846511 i *DR WELDON H HAY 8824612 *LO—KNO—PLA MSL: INSn8841218 *LO—KNO—PLA MSC STDa8831372 *DR N H MORGAN 8846523 *S TEXAS REALTY CO M8646511 3205*BALDWIN PIANOGORGN 8541055 *WATSON BROCK GLLRY 8541055 *WATSON PIANO&OR,GAN 6541055 3209*JULIAN GOLD 'INC 8539914 *JULIAN GOLD INC B539974 321.0*FISHER AL.SUP ATTY 8846321 ' *JOE: J ALSUP ATTY 8846321 *W 0 AESOP ATTY 8846321 *C J JACKSON ATTY 08846321 ' 3212*DR GEORGE F CLARK 8827232 321:3*CARD AND QUILL. 85:39946 ' 321.7*LUBYS CAFETERIA 8544373 3223*WINK STORES INC 8529262 ' 3229*THE WOMANS SHOP 8543001 3233*CL,IFF DEVELOPMENT u8542411 *N MERLE COSMETIC, 8550203 ' *M NORMAN CSMTC STD 8550203 '' *JON SNYDER 8557315 *TENS SUBRBN FSHN 08557375 3234 MRS B K JOHNSON 0 8828567 '' H M L,AYTON JR 9 8834913 3235*VOGUE. BEAUTY SALON 8532551 AMURRAY BAUGHCOM BR 8529022 ALINDALE BARBER SHP 8529022 3237*CORPUS CHRITT SAVI 8539843 ' 3242 WAYNE H .SKINNER 1 8821445 :3245*DAVIDSONS GULF 8550202. ' 3248 PAUL R DANFORD 3 88390758 3252 NP 3260 KATHERINE SHEEK,S 0 8847624 3262 HERBERT C CARLSON4 8847860 3264 SHIRLEY MCELROY ❑8884529 FRED MILLIGAN 1 8849525 .................. 784L1 500 MINNESOTA INTS .. 3302*DR W E ANDERSON 8532862 *JOHN M JONES MD 8537343 *DR A L. LANE. 8533241 *OSLER MED LAB 8550292 DR A G SLJRYAPRASA0085496.1.2 *DR M UPMANYU —8549612 *DR J F WET'EGROVE 8.537343 3310*DR FRANK B HOWARD 8556921 3312*DR JAMES C AVANT 8541221. ' 3314*DR ALVA L BLAINE: 8532537 *DR M H BLAINE 65132537 3316 OR ROBERT BIRCHAL,Lxx8541418 OR JANIS L BURGESSC18541.418 3330*SI PATRICK. CONVENT 8521421 6745457.5 Page: A14 Target Street Cross Street Source DocuSign Envelope ID:0A6E6F28-4048-49F7-9F01-102BB0CA5DDC - Coles Publications S ALAMEDA ST 1967 go 500 LOUIc IANA INT`S' 276E BILLIE J STOKELY uTU40969 . . 500 OHIO INTS . . of 500 INDIAI4A INTS . . 2802 J J OTTO I TU31167 2810*OR GLADYS M MARTIN TU29824 2814'zW G SYKES 0 TU28163 SHELBY D THAMES 6 TU 1307 A L THAMES 4 TU21307 2816 EDWARD ETTEL TU48445 2824 EDNA RAMSEY TU41242 DOUGLAS WILSON nTU37853 D MARICE SMITH 5 TU27536 2832 MRS M HOOKER RN TU39614 2834 MRS MERCEDES LOGAN 6 TU055 2840 DR W R mETZGER 8 TU41142 2844 WILLIAM C KLETT TU33913 2848 DR JOS J SCHULTZ -TU23672 2856 MRS A S AC�iEE TU36440 2862*DR W D W'HITESIDE -TU29071 . . 500 HARRISON INTS . . . . 500 CHAMBERLAIN . . 00 INTS of 2910*INCARNATE WORD TU30857 2930* INCARNT WORD ACDMY TU25413 . . . . . 3000 3799 TZ 21 $A . .F 6 3004*EVANS SLN OF HR FS TU48572 *FISHERS BTY SLN TU48572 3006*BIEL GROCERY 14 TU21681 3030 ONETA CUMMINGS TU37120 ELORINE REGNER 8 TU2757 MRS C RICHARDSON 6 TU28529 W E ASHLEY 0 TU5713 3034 JANICE CANNON 4 TU2357 3040 MARY A WHITWORTH uTU29579 MARY E WHITWORTH nTU29579 3042 HORACE B CONWAY TU45123 3046*CONWAY SCHL MUSIC TU49315 *CONWAY DAY SCHOOL TU49315 3054 MR'S MARGT LORENZ TU25224 *LORENZ SCHL DANCG TU25224 3058 DR DONALD C SEBERG TU25932 3060*DR DONALD C SEbERG TU25931 . . 500 HOFFMAN INTS r , 3100*JACK SOLKA rTU36162 *J O MARTIN ARCHT gTU36162 *MARTIN&SOLKA ASSOCNTU36162 *THOMAS R RIDDICK TU33686 *MARY GRANT RL EST TU34 09 *VELA MCGREE FAL EST TU34409 6745457.5 Page: A15 Target Street Cross Street Source DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC - Coles Publications S ALAMEDA ST 1967 ALAtMEDA SOUTH *GIVENS RLT6 CO INC TU34409 *URBAN ENGINEERING TU35581 *EUGENE C URBAN TU35581 *LARRY J URBAN TU3S581 *AMER 'HOSP&LIFE INSnTU25537 *DR WELiDON H NAY -TU24612 3118 MARTHA SCHAUER 6 TU27926 G E SCHAUER 8 TU21145 3124 DON HOOD UTU27954 3130 C A RACKLEY TU29795 3133*H E D DRUG STORE TE50191 *HEB FOOD ESTR NO 7 TE50291 3134 W I=MCDONNOLD -TU44658 3138 M E LAW 1 TU24995 3142 RAY D JOHNSTON -TU39540 ROY 0 KRIDLER SR 4 TU47649 3146 CARO? AtdN LUDWIG nTU36159 CHARLES HOELSCHER4 TU48914 3147*BRUNERS INC NO 7 TE55369 3150*'THE MAGEE CO -TU38121 *P 'T BLANTON ARCH'T TU32441 *DR A G WHIGFiT UL39928 *DR GEORGE C HUDSON UL39928 *VIRCIL HOWARD ATTY TU49389 *FAIRES P WADE, ATTY TU49389 *WADE&HOWARD ATTYS TU49389 3153*E.ARLY AMERICAN SHP LIL25411 3157*AMER HEALTH STUDIO UL32559 *SILHOUE:TTE- FIG FRM UL32559 3`159*MORRIS DISCOUNT HS UL22163 3161*DOG HSE PET `.'SHOP TE56221 3163*WAREHSE LIQUOR STR UL22782 3165*GREENES MUSIC SHOP UL32511 3167*STEVENSONS BET SAL TE55333 *LINDALE; BEAUTY SAL TE55333 3171*PEERLS CLNRS&LNDRY UL22681 500 GLAZEBROOK INT 3202 DR N H MORGAN 5 TU45688 *MORGAN CHROPRCTC TU46523 *DR N H MORGAN TU46523 3209*JULIAN GOLD INC UL39974 3213*CARD AND QUILL UL39946 3217*LUBYS CAFETERIA UL37571 3223*WINN STORE'S INC IJL29262 3229*THE WOMAN`-? SHOP UL43001 3233*JON SNYDER nTE57375 *GILLELANDS FASHNS nTE57375 *M NORMAN CSMTC STDnTES0203 *N MERLE COSMETIC mTE50203 3234 MRS B R MANNING TU34913 3235+;VOGUE BEAUTY SALON UL32551 AMURRAY BAUGHCOM BR LJL29022 ALINDALE:` BARBER SHP UL29022 .3237*CC SAVING`>&LOAN UL39843 *C C SAVINGS&L,OAN UL39843 3242 ALFRED RUSCELLI TU39929 MRS G MANDES' TU37885 3245*GE:O L MOORE GLF SV TE50202 3248 PAUL R DANFORD 3 TU39058 3252 JACK R CRAIN 8 TU44743 3260 KATHARINE HOLMES 0 TU48708 3262 HERBERT C CARLSON4 TU47860 3264 DON L LEWIS 6 TU41128 J I MUSSETT nTU29907 R L DEFEE -TU29907 ++«•«•« ++++«. 78411 500+MINNESOTA INTS 3302*JOHN M JONES MD UL37343 *DR JOHN WETFGROVE UL37343 *DR WM<E ANDERSON UL36278 r *DR=A"L LANE UL36278 *OSLER MEU LAB TE50292 3310*DR FRANK 8 HOWARD TE56921 3312*DR;LOWE:LL J KERR UL39901 3314*DR M H BLAINE UL32537 *DR ALVA L BLAINE UL32537 3316*APOTHECARY SHOP UL28751 3330*ST PATRICK CONVENT UL21421 3340*ST PATRICK HALL MUL36701 *ST PATRICK S'CHL UL21211 3350*ST PATRICK RECTORY TE57391 KATHRYN A GRAHAM 4 UL35558 3401 MRS IDA M NORMAN 3 UL39458 *ALAMEDA-BART CH UL33382 6745457.5 Page: A16 Target Street Cross Street Source DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC - Coles Publications S ALAMEDA ST 1964 ALAMEDA SOUTH GARI AN17 4WALTI.R•-, nTU25,y9I84 EDNA I'AM IIE'.Y TL141.242 AE..Y0,1 Ff5 Y'I 1"U41.242 fIILL., CWArMAN :3 TU1,6036 .J:IJ MRS M 4i=KER FIN TU:3I9614 2840 IL,H W kY mHTZ(,II:R H 7 Uh1,Y1>2 +.3344 WIL.V,.IAI4 C KI F.:C'1' TI133913 2r, MRS F' G fI FWE IC'fC 1 TU21255 S 56 1,A`n A S (HF I 7IJ3F:,.44.0 2861 EA INE hIARCiRA VE? 1 TU21.30`� if Jfrttt 0HARRISON 111,T,', MNit.lf 1f p'* 1 u'ew 503, CHAMEH7Y2LAV. Cl*INCARNT 4fmD ACILIMY TW25413 *IN,`,M1 fiMG WG"t CI f'CINVN,'F IU2'Sk 1.:;3 5I S E;.f# G3(i.NE.I;7I C.1` fU21:d Iir2 *INLAf'NAT E WOR LI ACC) TU3C)N`1.T +,pUo1) 3'7!'39 TZ 21. 11'---' C,r 3004*f:.VAN; 'SLN Of"' HR F I l'H"-�,7? *FISHf.l'2S 8 y Sr�L.N T114H'3'72 jo06*P37t[ CCIRf;: -TU271:N1 11030 W f A,11i1 f':Y C') rU2fi7l-,I I:LORINIF REGNEfR T J,73357 WI I-I,IA14 I:) '1URNF„`.R TU324116 1C (H@.FFIIV WADE .-T113;i!.7 L'I'r.3 I;II`4E TA CUMMINGS ru.3 7.2fJ 9034 .JAN ICE CAW)N U'. 36740 WAL TF:R, I: WILCOX ,T12021 31742 EORAt,E hi CONWA'Y 13,1457?3 W46 S,€'IL MLJ I7I C: )#1 +r C,C',)NWA"f DAY `�CI�{GCI L.. '1TU41 043'315 ,1 F GGIRI='NZ TU21,221. *LORFNY, 9i Clih DANC'.5 TU25224 8058 DrUCINALD C ,SE11C:RC,, Tl1?fiQ'12 :3030-DR, DONALD S, SE111.PG TU2593I. 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AC, ("AINVI,,� 45L.1174.9 "fiI'tW"dkWE',Ji7,hf'v RU;a?NI.t.X , tJ^d 311 ".H^/; F'I,'r ,4 4-'3'✓`,:A Mi.Aif,JT RY/fi U,"G aG 4117 iC.YVa r.{d+4, F4a k(I/b Jf,,%Fl bl'e Co miI'P3`YY 1.1 f+(`4a TC,/ji 07:. 6745457.5 Page: A18 Target Street Cross Street Source DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Polk's City Directory S ALAMEDA ST 1955 ALAMEDA S—Contd 3165 Young-Wise Seed Co Store Not 2222 Robertson John C 5-1142 2224 Henderson Fred S 4-1083 3167 Lindale Beauty Salon 5-5333 Atlantic intersects 3171 Sunshine. Laundry Ji Inc 2325 Bowman Hobt 5-1522 Southern intersects 3234 Manning Bill R 08 3-1675 3242 Huscelli Vincent 3-9929 Lautsana Intersects 3245 Martin's Gulf Set v Sta 5-0202 2710 Smith Cora Mrs 2-5067 3252 Ryan Marcos 3-9707 2720 Johnson Win if 4-0095 3260 Bynum Kay Mrs C-) 4-2348 2766 Parr Bertha Mrs 0- 3-7870 3262 Green Wm I Ohio intersects 3264 vacant Indiana intersects 2 Texas intersects Minnesota av inter- 2802 Jones Knox Co adj 2-8244 sects Jones Knox 3-7268 33;30 St flat 1 ick's Convent 52-1421 2810 Briscoe Win li @ 4-7267 33:34 St Patrick's Church 2814 Apartments (furnished) 3340 St Patrick's School 52-1211 28141 Vacant 3350 Mullen C H Rt Rev Msgr 5-7301 2816 Ettel. Edw E 0- 4-8445 3426 Ifiricit Geo J 52-4702 2824 Apartments (furnished) 3428 Vacant Apartments 3430 Weathet ly Thos E 52-0597 1 McGinnis Beulah S Mrs 4-8023 3432 Jackson Eug G 5-1110 2 Howell J M 2-5788 3434 Sparks Oscar If 52-6856 3 Clarke Wallace D 4-1740 3436 Mendleski John R (D conti 4 Vacant 52-0132 2832 Karr Ray @ 2-3428 3438 Scott Becky 5-5694 2840 Metzger Wm R phys 2-1273 3440 No Return 2844 Klett Writ C @ 3-6379 3442 Born Chas If 5-97 18 2848 Vacant :3444 Goforth Walter W @) 5-8104 2856 Hill Adolphus L 3446 Welborn Walter W C� 5-8104 Achee Jennie Mrs 3454 Hernandez I Antonio 28502 Vacant 3456 Nave Franz J 2862 Ervin A rth H @ 3-0773 3458 Vacant Harrison intersects 3460 Kaier John A 52-4963 Chamberlain intersects 3462 Vacant 2912-30 Convent of the Incarnate 3464 ('ooput Win K 5-0413 Word d :3-6011 3502 Hedrick Ficoa Mrs 52-5575 3002 Borilinni's Foods inc No 1 2- 3504 Mot i is Alva A 5-1365 I ;3506 Millet Joseph A 30:30 Apartments 3508 Coleman Eug E 5-9562 1 Ashley Walter F 3-0363 3510 110L)Lust)n Ifenty 11 5-1814 2 Whitaker Ralph C 2-6282 3512 McAdams; Joseph B 52-4823 3 Blanton Paul 'r 4-2354 3514 ()verly Jas A 52-7135 4 Hcgne.t Eioitne H 2-7857 3516 (,tow Iletnian 1, 52-7622 30:34 Baughman A 1) 2-7587 3518 liLArrisoij J.jen F 5-6108 McLean Edw J Appleby Thus J 5-7130,0 3038 Vacant 3522 Inman Dewey 1, 52-0611 3040 1,olspeich It 1, 4-0066 13ulph Geo F 52-:3026 3042 Conway Iloyace H(6) 4-5315 :3526 Halpin Helen 52-0414 3046 Conway Consei vatoiy of Music 3528 Kuhatko Chas & Day School 4-1,315 3530 I)jr)foj(j Paul Ij (,�7 5-;,175 Conway Music Co taus Instiu- 3532 Pashkoff Genie MIS 5-1880 ments 4-9315 3533 Driscoll Foundation Children's 3054 I,oienz School of Dancing 2-5224 flosp 5-5341 Lorenz John F (,) 2-5224 Nuc(t,s Counly 'IUbC1('Uk0S[S 3060 Sc be t g Donald C dentists 2-5931 Assn 52-2412 Lusk Guo '1' uenILS( 3-2922 3534 Wilki,i EvC,W1 V Hoffman intersects 3536 Hicks Il,-,man nian if 52-5273 3102-06 St Mat k's United Lutheran 3,5 3 If No H("U"I Chatch 2-6970 3540 Davis J Wed ji 5-1508 3110 V:,(ant 3542 Pryor Ethe, Mr', (�)) 5-556;1 3114 Sullivan John 1, Qq 3-b5lll� 3544 Daniel I`dinurid " ji 52-2514 3 1 18 Sc fwuet Geo P: (s,, 2-1145 3546 (;ol(orig IfLchd G 5-8152 3122 Morgan Norris is If (t_,, chii o 3550 No litct ut n 4-6528 3554 No Retm it 3 126 Law Millon E 3-839:3 Ropes intersects :3130 Ktckloy Chester A 09 2-!j7',,,',1 3600 11 obe i is it o y C 5-8760 Smith Dolona 3-7731, 3604 Appluig Win A 52-3148 3 133 Hult If I Hood Stoic No 7 3608 Williams ,jus M 52-4046 5-0291 3610 1)w:i i a k E cI F Co) 5-5677 Hutt If I",' Drug St.)t c No 7 3614 Snitih Woodson p 52-40 ,6 2-1195 3616 JJ;.jWC[j J'aLfl 1" (9) 5-5696 3134 J(,tiSup A,vin H ) 3-2668 Stua,t Phillip 11 5-l1501 31:3I3 W;jj[1j)crg Philip L Hev 2-9012 3618 hunk ()ILVC1 11 52-4418 3142 Kridlcr Noy 0 ttr> 3-6624 3620 No Hel(it it 3"46 S(e c in a Jahn G 3-1176 3718 M cA t(i I t! 'Phos os E 52-66,40 A i i fi,A Mrs 3720 M(Ca I d y Cl W ;3150 one Mary y 1. M is U 3-1044 3754 Turner's Alameda Drive In 3 157 A,ome6a llatowa,e 5-629l Gro 52-9161 3 159 Morris Stores Inc 52-2163 3760 flilu)bie Oil & He4g Co Sta 3161 LaRue's Dress Shop No 412 5-7451 :311;3 Wa,chouse [,iquot Store No 4 3802 Cagle's (;off Service 52-2782 Sta No 1 5-1161 6745457.5 Page: A19 Target Street Cross Street Source DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC - Page's City Directory S ALAMEDA ST 1948 2',a;d '(radar Jack I Ohio av Intersects Indiana ac Intersects Texas av 1 n t erserts L 2110 1'rir raw W H ti, Tlu,mes Lucille ["! c 2S1 l John W 2ti14 P:akcl I•: E contr Q8115 2� 2 Karniltun P: F 1 3-1439 t .Ma4.16,io .'Arleta C 31 ry 7s61 -10 ;:hell C C Q'-8745 h�,iU ctl AY C ,r Q:;6579 2,4- ��lnick Fr,,da G M .,t rc,rl 217,4: Pu rl6uI P It 1, 2-1144 ;r;r,S(, art 11 W Q5,50 i_ Strtauxa G A �+, Q2-it33 Harrison Intersects Cha tohe rlain Intersects '...I 1002Q.Q. lit) F—d, Q'-tfitil ^0.r1 C ter B A 4'2-7;1)5 .IWA Ham,, .1 C. C2-:;13 ('lop R,I-Foll I—nmv, C' R Lt. .,u.10 N—h J .A �It Q2-F,55 1101'2 Williams L' W r -214., .;U12 YIcC',rjh;; C A Lt 16 A1-a#"dor (,c,rdorr ur F ,2K 16 NI_(.land R I2 :0,5-1 ,;,h,—I of D`nc- m� 4.2-5224 9q 1 L+,rear ConxLuction al(12 St, Marks E,;mrelical I,uthrnarn Church ilinite0 Lutheran) ;1G(3 St. Mark:, United Luth- eraa, Chan rh f_12-69,0 ',110 Ccrr11.a'o11 W H Q2-0:9S,5 i :'114 M,.Clme Al H Q2-10511 it I S 'ehunter G h; u II122 Cardinfll E Wr P> -;;;5 :3126 Hn,,d Lnl:a M ,li; 07.2-1660) ?10.0 Rackley C A 17r-'-9795 :131 13a tlraan L J tjq Q2-rf.9- 3s Italy T J Rov 4-2-9902 Ynuuyg F L archt 11-02 HuA,,hv C, L (1i 4; ` ecinn .1 G ii' Q8-1176 0.14 Clazehrook Intersects 6234 .Allisun 5 1, !�?-165 i 42'i.1'.,Tar1ton G I) 3252 h;ncsnn E W .ii'. 1)2-3101 3,'2 Teecen C 1, TA 0,,335W -i't;3 Connik S NI 1,hys T13-4121 74242 Pobcrts It F. i? 112-112.4 121,2 R a r.vt,y PI 1I 42-S114 :264 l rt nfrsu;t C P �2 X59 3x50 `tit T-:4rick Church C.?-SiittS :3,209 Mullon C R Rev !. ' 3(" 3t'1)r I tnisch Eldon 3412 Al C. ucT:en It S Q2-0909 .`S:aaA I-nm R 11A,2-2423 3640 A1vm.eda It,Hn,,� Ranee 1241 Ru°:ncll's Stop & Sh,p t;ro 4249 Hankin+ ;Nursery t326 Krc1s W .I 'vi Q?-1966 I"46 West A 1'I1P Q2-7!150 4:100 Littleton It l,12-168 1901 T'eliran The rests 492 5000 cor Avalon S-mmy's Drive Inn re:Ar end North Gate Bait. Stand end Oso Pcach Municipal Golf Course /,,fi471 1 cor Airline rd Johnson car, Shop 1,`t.2-1043 .rt Clsremoro Kinrrhts or Columbus 20(1 6745457.5 Page: A20 Target Street Cross Street Source DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC - Page's City Directory S ALAMEDA ST 1942 C. B. PAGE CITY DIRECTORY 719 203-05 Ghormley Nb' C phys 3262 Stroman Ruth J Mrs Q2-1451 ,2-4121 20:3-0S Ghormley Mary .Mrs x`450 Kriebel S A i'v phys 51 ANNIE (North Beach) ;eels 2011 Guttmantman 1 L,. P nhy= .,:�4°32 Eighteenth n of Bascule 207 Cope S F phys Bridge. 2d n of Hayes 209 Meador C N eye ear ANTELOPE nose & throat speciali-t From 700 N Broadway w to .CA031 Palm Dr, first n of Leo- 211 Danford E A phys pard 14a)o9 601-11 Dri<eoli 131,4 2„;,5 2i5 D<arilek 0 A dentist bsmt '>_6-:n Gulf C"a'rr.t ;'roadcfa,ting 217-IS ISaldwin H C ph Car 1067 I'-:;p3< KI:I`5 Radio Station 2'20-21 Nlarler 0 Ephy'.r fi;S,i4-Q'iV11_ 42-56"1 Ground fl Street continued Vacant 60:? Finch,c a,f Texas Inc 1803 Cactus F3eauty Salon 44142 1 2-712 1309 Sportsman's Man Shop N Caranahua Intersects 4�,2-341:3 702 Nfanlcy J A ,("!.6494 els 1311 Fenner 01,.r,a Mr,< ladies 716 Dunn,, NI P 4,1171. ND wear : - 2!11 -,FI ,Durme " :W 1f13 Willett 1,lar 720 DUNNE FUNERAL SERV- Y°> 2nd fl ICE 1.4471 Kenney H A phys ~,9417 725 Cath.ti!w Charities of Amer- Smith Y C phya hU 147 ica 4,-614 131; Pi ,cw-R'ia Iy No 7 1�2- 1.0,3 N Taneahua Intersects 141'?-20 CONWAY CONSER`,'A- 801 Dioce:ee of Corpus Chriati TORS' OF MUSIC 2x.5279 (Roman Catholic Churchi CONWAY MUSIC C0 Bishaop'a House anti Chan- t'' 45279 eery l.elvina E B Most CONWAY CONSFRVA- Rev 116144 TORY PRIVATE SCHOOL 809 Fitzsimmons Rose ~7130 !'`5279 810 Corpu.m Christi Cathedral a47 DelMar Blvd Intersects Rectory :4213 Naples Intersects i?10 l.annun .John J Rt Rev 2211 13urdeshnw E: R CA21.3 2222 Ardis J 'I' 810 Mullen C R Rev :,1213 222.4 Nicodemus E C 2-84115 $24 Kirnper A T 11506:4 Atlantic Intersects N Carrizo Intersects 2325 Smith J C 902-06 Toups Claudine A,_1-7284 2327 Patrick P Della Mrs 907 Hale^ Lillian Mrs ly2-;670 10 Southern Intersects 908 Pr«estly 0 W 4614:3 2400 Menger Schaal 915 M,�C',rrtF.y Margaret Mrs Louisiana Intersects 916-18 White House Fore{ 2710 Smith J E 42-5067 Store F?9261 2720 Wilson J D 112-6411 917 Wyatt D W ly 2720 Miller B F A2-4266 920 Wcbh', Service Station Indiana Intersects 42-4162 6d 2510 Mathieu II P i7 42-7gGfa 923 turner Oil Co Na 4 sera ca 2314 Thames Lucille Miss P sta is (12-2980 Garza Danl 2814t',Patrick M E l_' 5M3 Artesian Intersects 2816 Ettel F E contr 4,445 1002 Paladin l,I weekly news- 2,`Z22 McCauley G D 47327 Paper 2834 Neyland W M 1'2-6706 1606 Marin R H 12 2;40 Ramfield T C ,1) 112-221 7� 10061-:,Juarez Jose 2*44 Roberts W H 42-4"S 1008 Medina 1.acnra.� 2348 Beller C NI ji) 42-2605 1009 Alexander Frank 2856 Hardy R E 48556 1010 Hinalosa Jahn 2856 Reams H E 42-2689 1011 Forsam:tia Jose 28561yEarnest D C; 49529 1012 Perazn Felisana 2862 Straus C A n C}2-343; 1013 Salas Lupe Harrison Intersects 1014 Cuellar M M Chamberlain Intersects 101=5 Bautista Aiidencio Dlrs 3002 Chancellor Food Store X4693 X9611 1020 Gonzales Tomosite Mrs - 3034 Carter 11 A 42-7955 1022 C'asill.as, Mamiela blrs 3034 Harris J C .1�2-313.3 Waco Intersects 2 3102 Self R L ceal estate 1101 Vacant 44052 11011:,Bluebonnet Di-trihutina 3106 Dailey J E Dr 42-4039 Co x' 3110 Duggan L B Lt Commr 1103 Corpus Christi Armature .Ct2-7650 Works 42-2673 3114 Daugherty C G 42-9830 1.103a McGregor A A furn 3118 Jephson A C 112-9009 (whse'i 3126 Weathers P S g j�2-4126 1105 Adcock Refrigeration 3130 Rose C B Service X9479 3134 Boudreau L J 1107 Hobart-Dayton Sales 3138 Young F L, Roy" r Agcncy 414622 1.110 Sweet & Lona 47707 42-4686 1111 R & R Products j,12-3272 3142 Hierholzer R H 0 42-6614 1114 Sony Jose 3252 Simon L E 42-4565 1116 Lopez Caudelario 2-4565 1118 Reye., DOnae lan0 3252 Goldstien Jake 4 111$ Marshall P E 6745457.5 Page: A21 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC South Alameda Street Roadway Improvement Project(2020 Bond) Phase I Environmental Site Assessment City of Corpus Christi December 2021 ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Appendix F — Previous Environmental Investigations Appendix G — Site Photographs 3 0 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC TeMS 'Commiss on o'n Env;Ll`onmi ntal Quality Remediation D" " te ondenId nfication Form SITE PROGRAMA DEV11FLCATION SME LOCATION RIEMEDIA.T3O1r1 DL"Vl ONPROGRAM AND `AC LITy ll�EN TI ICAT"I'ON SiteName-, Awrraart" Fes'art Ix T11is Site Rein f:MM rased 1.rider A%te Lead Contxaret7 14VIC" �'- No Address 1. 3245 5 AlanteftIV arra Area: �" LEAMG PZM1:RC.%4 3TOtGS7"A-,.4X ud s'2r Tera is Thas A Nowa S o��P �� Ad 1 Casticr: City: Ctora �uez+trhrlsti Std: Arear? r w a P NID Zip Code: 7"04 runty. rpt eees T LPST No.,: 11 40 TCBQ Region: 14-C. .. ...... _,� hirlsH �., FACILITY ID Na: 281 :6 PHASE OF REMEDIATION 13�C 11 T 1VAmm F 1. ASS SSMEN 2. CLOSML. 3. �. SPR Z Zi iGOI'+iACT IRN ON _1 arrest all "rla Esse l in rs ndwetasd in accordance with wed irsdusir�crud a es andasdls d to TCEQ guiaiart and rules. 1 c�tlsat 1 arra Masre'that rnisrepresefttastion of easy at"the abow cWrns ix a violsadav of ISITAC .433i(b)(1)(E)and that his V1015diarn'may result in the diwiplisra q aetbris set:forth 1st 30 TAC 334.453 and or 334.463 Wid 334.465. Nam Arrtslar I.Pllarls Company: EZ Stop Inc. Phone Number: 361-548-7643 Fax Number: Address 1 5014 C,r os"a wn Expressway Ci Corpus Christi Address 2: "p Code: 79415 EI'rFVIRO T PIEP.AXM.4u ENt +CAPM. Carl A.Teinert CAPNVI Rea No.: 11�004 Company.,ny., iso :11s,rtON Sr Ith+&Assoc. Phone Number $1'2-610-7105 Fax NPuot'ber. 512-707-MOI Address 1: 2222 Western Trails Blvd City: A.trsi kf2tyN. TV Zip Code- 79745 A.'ddress,2; Sallie 300 RCS: Carl A.Telnert CIlJC61 S CAS ICs 1�1it. 3 'Company: r�teas,Smith&Assoc. 1phoi ot=her. sa 1W'uwa,; 9�-DOU1 t11 Email Address: .. oursible Pse 13aatss larn act l+Vlana GAS ID►ate USE 0 'd Document No. TCE Database,T�E �ER�A� ument No. T 1DPasbase Term 1. ENVEST R.PT 4. 2. SCR 3. 3. E E TCEQ—2442&RamWkdtM DivYe;."asn CaaerCsssrnnderarll mriff ticr�a t nu n a 2000' WAR 3 0 2015 Dill �' � Z-d s�r CEQ 1 emedfia61n Olins! n DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Rosengarten, Smith & Associates, Inc. 'Technical Environmental Management 5853 Leapard'St. (361)299-2664 Corpus Christi,'Texas 784,08 Fax:(361)199..2676 March 26, 2015 Mr. Dennis Rogers Rernediation Division, MC-137 Texas Commission on Environmental Quality P'.10. Box 13087 Austin,TX 78711-3087 RSA Project No. 2,915 SUBJECT: ASSESSMENT REPORT FORM AMANIS FOOD MART 2 3245 S ALAMEDA STREET CORPUS CHRISTI, NUECES COUNTY,'TEXAS FACILITY ID NO: 28,653 Dear Mr. Rogers: Enclosed is the Assessment Report Form (ARF) that Rosengarten, Smith Associates (RSA) has completed for Mr.Aman Ullah as the responsible party for Aman's Food Mart 2. RSA installed monitor well MW-5 as agreed upon at the site. Although the potentiometric surface map indicates that groundwater flow is now to the north-northeast, there are no groundwater exceedances in the five well network. There is also no NAPL at the site, there were no chemical of concern(COC)concentrations in the soil or,groundwater(current work)that exceeded state action levels, there is no apparent vapor impact.,the groundwater conditions at the site indicate that biodegradation has efficctively reduced COC concentrations in the groundwater, and there are no groundwater wells within 17.25 mile of the site. These conditions are more fully demonstrated in the ARE A 'Site Closure Request Fonn (SCRF) has been included as an attachment to the ARF. Please contact me by phone at 512-923-7704 (cell) or by e-mail at you have any questions or require additional information. 'Sincerely, ROSFNGARTFN, 'SMITH & ASSOCIATES REGISTERED CORRECTIVE ACTION SPECIALIST - RCAS0001 3 OF A.TEINERT GEOLOGY 4174 Carl A. Teinert,P'.G.4174 CAPM00004 cc: Mr. Aman UllahEZ Stop Inc., Corpus Christi, TX TCEQ, Region 14, Corpus Christi, TX DocuSign Envelope ID:OA6E6F28-4048-49F7-9FO1-102BBOCA5DDC FN TEXAS COMMISSION ON ENVIRONMENTAL QUALITY PETROLEUM STORAGE TANK PROGRAM ft-040. ASSESSMENT REPORT FORM EMI TCEO This fora► (TCEQ-0562) should be completed for leaking petroleum storage tank (LPST) sites subject to 30 Texas Administrative Code(TAC) 334 only. LPST sites are subject only to 30 TAC 334. Please note that all information used to complete TCEQ-0562 (this form) should be obtained according to procedures outlined in the document "Guidance for Risk-Based Assessments at LPST Sites in Texas" (RG- 175). Also note that if the Table of Contents (p. 2) of this form is not fully completed, the TCEQ will return the entire form to the responsible party without review. This document must not be altered in any manner. Requested information denoted with "" is beyond the minimal requirements for a site assessment as defined by 30 TAC 334.78(a)(5). For sites eligible for reimbursement,attach a workplan(s)and preapproval request(s)for the next appropriate activity. LEAKING SITE INFORMATION LPST IDNo.: 119540 Facility ID No.: 28653 Site Priority: 4.1 Facility Name: Aman's Food Mart 2 Facility Address: 3245 S.Alameda St. City: Corpus Christi State, TX Zip: 78415 RESPONSIBLE PARTY INFORMATION RP Name: Aman Ullah/EZ Stop, Inc. RP Address: 5014 Crosstown Expressway City: Corpus Christi State: TX Zip: 78415 �DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC LPST ID No.: 119540'Vm Date: March 27 2015 - I certify that all work has been done in accordance with accepted industry strandards and practices and adheres to TCEQ guidance and rules. I am aware that misrepresentation or intentional omission of material information reported on this form is a crime under section 7.149 of the Texas Water Code, punishable by fine or confinement or both,and also may result in loss of license under TCEQ rules(30 Texas Administrative Code, Chapter 30)and he Texas Water Code(Section 7.303 and Chapter 37). ;`yf•r.. s • z»'" '.r'.�_ .:.. 'tl:�. .�-g.. .T _:.+<- :_z` a. ::> ..ice. Xs.. •_. �.a'��. - ,u y:E aa'�. '-,,,! �'>.:zs;- �.,'u^es_r zaa ri.C. ms's � 3'.�:rrs�'. �.,.•��.:WL al :• ua. •A}1a CAS Name: La,r l (-\ , �Vne&- RCAS Reg No.: oc� :) \3 RCAS Expiration Date: 101 l j RCAS Signature: Date: -')(7-(P RCAS Telephone No.: \Z- co\D._` tom RCAS Fax No.: =': ?!3R.,t. ;_- .` .. -}r•',; .x�'r � :-z _ •arc+;` _ :al h..� i.'$..' — S •Via.. w�- - � - .+s.st -7s�`'L� -ssin .e .:.� '?:'�Y$'c :�-a a.a a• !W v CAPM name: C-a t^ fk_ ` e CAPM Reg No.: C>c)c>U 4-- - CAPM Expiration Date: t "]o f 0 CAPM Signature: \ Date: CAPM Telephone No.: j�2 -(d1J—"��a-j CAPM Fax No.: j\2. -"�v'�—0,549 By signature below,I cortWAat I have reviewed this report for completeness. Responsible Party: ; : Ann Company: Signature: Date: his r Telephone o.: Fax No.: i - C TCEQ Mailing Address:TCEQ/PST-RPR,MC- 137,P.O.Box 13087,Austin Texas 79711-3087 OF -15 to" A.TEINERT GEOLOGY 4174 ` TCEQ 0562 (8-27-09) Page 2 of 25 d ei o:n L Q L Q7 JSIAI ooc"SignEnvelope ID:oAoEop2a-4o4o-4sp7-9po1'1nzosoCxnooC LPSTlD No.: 119540 Date: March 27,2Ol5 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC LPST ID No.: 119540 Date: March 27,2015 TABLE OF CONTENTS,continued Attachment 14 Soil boring logs to include: lithology, field screening, Enclosed®Yes ❑No sample locations, well completion details, TCEQ Form 0019. Attachment 15 Summary table of all soil, groundwater, surface water, Enclosed ® Yes❑No and vapor analytical results, including from all sampling points,and tank removal or repair activities. Attachment 16 Summary tables of all gauging data, water level data, Enclosed ® Yes ❑No NAPL thickness and corrected water level data and well screen interval (if applicable). Attachment 17 Copies of all analytical reports including complete Enclosed ® Yes❑No chain-of-custody and quality assurance/quality control documentation. Attachment 18 Copies of manifests, waste receipts, or other documents Enclosed❑ Yes ®No necessary to document waste disposition. Not yet completed Attachment 19 Photographic documentation Enclosed ® Yes❑No Attachment 20 Proposal for next appropriate action and/or Site Closure Enclosed ® Yes ❑No Request. TCEQ 0562 (8-27-09) Page 4 of 25 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC LPST ID No.: 119540 Date: March 27,2015 EXECUTIVE SUMMARY UST/AST System Status: ❑ In UseF1 Temporarily Out of Use ❑ Permanently Filled in Place Z Removed From Ground Current Site Land Use: ❑ Vacant❑ Industrial/Commercial ❑ Residential ❑ Agricultural ❑ RecreationalEl UST/AST Facility Sources of Release: ❑ Tanks ❑ Piping❑ Spills ❑ Dispenser❑ Other Substance Released: Z Gasoline 0 Diese] E] Waste OiIE] Hydraulic FluidFjAV Gas ❑Jet Fuel ❑ Other Site Assessment History: ❑ Preliminary/LSA ❑ Groundwater Monitoring Z Remedial Action ❑ Emergency Response Affected Environmental Media: ❑ Surficial Soil(<2 ft BGS) Z Soil(2 to 15 ft BGS) ❑ Soil(>15 ft BGS) Z Groundwater❑ Surface WaterE]Air Identified Affected Receptors: ❑ Water WellsEl basements/structuresEl habitat ElutilitiesE]surface water ❑exposed contaminated soilEl other Distance From Site: Samples Collected; Z Yes ❑No Abatement Initiated: Z Yes ❑No Identified Potential Receptors: ❑ Water WellsE] Basements/Structures ❑ Habitat❑ Building ❑ Underground Utilities ❑ Surface Water ❑ Exposed Contaminated SoilEl Other Depth To First Encountered ❑> 50 It ❑ 15 - 50 It Z 0- 15 ft Groundwater(ft)BGS: Presence Of NAPL(ft): ❑ ShcenF] 0.1 -0.5 ft. ❑ 0.5 -2 ft. ❑ 2- 5 ft. ❑ > 5 ft. Z None NAPL Recovery Initiated: ❑ Yes ❑No NA Known NAPL Extent: ❑ On Site ❑ Off Site NA Dissolved Phase Extent: ❑ On Site ❑ Off Site Z Unknown Groundwater Beneficial Use ❑ Cat IE1 Cat 11 Z Cat III ❑ Cat IV ❑ Soils Only Affected, Regional Beneficial Category: Use Can Not Be Established. Contaminants Of Concern Soil- ❑ Yes Z No Groundwater- Z Yes ❑No Exceed Target Concentrations Vapors Yes Z No Surface Water - ❑ Yes Z No Of Affected Media: Site Priority: 1. ❑ 2. ❑ 3. ❑4. Z TCEQ 0562 (8-27-09) Page 5 of 25 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC LPST ID No.: 119540 Date: March 27,2015 SITE DESCRIPTION,WORKSHEET 1.0 Location Description Facility name: Aman's Food Mart 2 Address: 3245 South Alameda Street Cross Street: Gordon Street City: Corpus Christi County: Nueces Current Water Supply: City of Corpus Christi Notes: Aman's Food Mart 2 is not an active convenience store. The tanks were removed and the owner is attempting to sell the property for future commercial uses. Topography Terrain: ® Flat❑ Steep❑ Variable Ground Surface Slope Direction:NA Grade(ft./ft.): Site is flat Other Comments: Site is covered mostly by concrete parking areas, soil where the tanks and former dispenser islands were removed,and the former convenience store building. A portion of the site is grass. Local Climate Average Annual Rainfall(in.): approximately 32 inches of precipitation each year(Weather.com,2015) Within 100 Year Floodplain: I❑ Yes ®No Other Comments: National Flood Insurance Program - FIRM — Flood Insurance Rate Map — City of Corpus Christi, Texas,Nueces and Kleberg Counties, Panel 169. TCEQ 0562 (8-27-09) Page 6 of 25 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC LPST ID No.: 119540 Date: March 27,2015 LAND USE,WORKSHEET 2.0 Past Use Of Site: ® Commercial/Industrial ❑ Residential ❑ Agricultural ❑ Recreational ❑ Vacant ® UST/AST Facility Describe: The Site was a convenience store and gas station(prior PST). Current Use of Site: ❑ Commercial/Industrial ❑ Residential G Commercial/Industrial ❑ Agricultural G Residential ❑ Recreational# Type of Residential Area: ® Vacant G Minority/Low Income G Non-minority/Low Income ❑ UST/AST Facility G Other Describe: The Property still has the former convenience store building and parking lot. Tanks and dispensers have been removed. The property is not currently in use. Future Use Of Site: ®Commercial/Industrial ❑ Residential G Commercial/Industrial ❑Agricultural G Residential ❑ Recreational ❑Vacant ❑ UST/AST Facility Past Predominant Land Use Of The Area ® Commercial/Industrial ❑ Residential Current Predominant Land Use Of The Area ® Commercial/Industrial ❑ Residential Future Predominant Land Use Of The Area ® Commercial/Industrial ❑ Residential List all facilities(not limited to PST regulated)within 500 feet of the site that could be a source of contamination. Please include the facility name and type,address,Facility ID No.,LPST ID No. and the owner/operator name. There are no known sources of potential contamination within 500 feet of the site. TCEQ 0562 (8-27-09) Page 7 of 25 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC LPST ID No.: 119540 Date: March 27,2015 WATER WELL INVENTORY,WORKSHEET 3.0 Summary Of Water Wells Within 0.5 Mile Radius Of The Site. (DG=Downgradient) Total No.: Active No.: No Screened in Affected Total No. DG: Active No. DG: Zone: Public/Municipal: 0 0 0 0 0 Industrial: 0 0 0 0 0 Domestic: 0 0 0 0 0 Agricultural: 1 0 0 0 0 Potential Receptor Points Closest DG Water Well: Closest DG Water Well Screened in the Affected Zone. Well No./Designation: 229206 N/A Distance From Site(ft.): 2,138 N/A Total Well Depth(ft.): 304 N/A Current use of Water: Not in use N/A Screened Interval Below Ground: 264-304 N/A Year Constructed: 1996 N/A Include a discussion of any ordinances which prevent or influence the future installation of water wells at the site or surrounding area. Worksheet 3.0 — Water Well Inventory identified one water well within a 0.5 mile radius (Attachment 3). The well report indicates the well is screened between 264 and 304 feet below ground surface (ft bgs). According to the landowner the well is not currently in use. According to Mr. Brent Clayton, the Water Resource Planner of the City of Corpus Christi Water Department, there are no ordinances which prevent the future installation of water wells at the site or surrounding area. However, no water well may be installed within a 50 foot buffer from the edge of a property line. TCEQ 0562 (8-27-09) Page 8 of 25 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC LPST ID No.: 119540 Date: March 27,2015 RECEPTOR SURVEY,WORKSHEET 4 Underground Utility Survey Nearest Underground Utility: Include Name, Type, Depth Water, gas and telephone lines are located on the Site within of Utility, Distance and Direction from Affected Zone: 50 feet of the affected area. Nearest Downgradient Utility: Include Name, Type, Depth Underground telephone (AT&T) is buried about 50 feet of Utility, Distance and Direction from Affected Zone: south-southwest of the affected area. Depth is not known. I Discuss other receptors and indicate on Attachment 2. If affected,discuss abatement measures. Building Survey Nearest Building: Include Name, Type, Distance and Arran's Food Mart 2 is approximately 30 feet west of the Direction from Affected Zone: affected area. The nearest off-site building is the Whataburger located about 100 feet southwest of the affected area. Nearest Downgradient Building: Include Name, Type, Medical offices on the north side of South Alameda Street Distance and Direction from Affected Zone: approximately 150 feet to the northeast of the affected area. Discuss the nearest and other receptors and indicate on Attachment 2. Buildings should include residences, schools, day care facilities,nursing homes,etc. In the downgradient direction, the closest buildings include a strip mall and medical offices (north to northeast). A hospital, residential homes, medical offices, the athletic field of St. Patrick's School and other commercial properties are in the vicinity. The City of Corpus Christi supplies all of the residences and businesses with city water. No wells are known to be on any of the properties within a 500-foot radius of the site. Surface Water Hydrology Nearest Surface Water: Include Name, Type, Distance and Corpus Christi Bay is located 4,500 feet east of the Site. Direction from Affected Zone: Impacted Surface Water: Include Name, Type, Distance No impacted surface water. and Direction from Affected Zone: Nearest Downgradient Surface Water: Corpus Christi Bay is located 4,500 feet east of the Site. If affected, complete Worksheet 10.0. Describe potential for affected storm water or groundwater discharge to surface water feature.No impacted surface water. Lia.— .............. TCEQ 0562 (8-27-09) Page 9 of 25 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC LPST ID No.: 119540 Date: March 27,2015 RECEPTOR SURVEY,WORKSHEET 4,(continued) Habitat Survey Site Located Within or Affects a Sensitive or Protected Habitat ❑ Yes E No If Yes,Name: Location: Provide the habitat type condition, regulatory authority, and other information relative to habitat characterization. Summary and Recommended Action Any observed or potential impacts anticipated: ❑ Yes M No If No,no action is required. If Yes, see below. Any potential for significant impacts: ❑ Yes Z No If Yes, additional Corrective Action is required. (See Attachment 20) Any significant impacts observed: ❑ Yes 0 No If Yes, additional Corrective Action is I required. (See Attachment 20) Discuss any emergency abatement and continued corrective action.N/A L— 11 TCEQ 0562 (8-27-09) Page 10 of 25 DocuSign Envelope ID:OA6E6F28-4048-49F7-9FO1-102BBOCA5DDC LPST ID No.: 119540 Date: March 27,2015 SITE ASSESSMENT HISTORY,WORKSHEET 5.0 Summary of Previous Site Activities Typical site activities to be recorded include: Preliminary/Limited/Comprehensive Site Assessment, Emergency Response, Risk/Exposure Assessment, Remedial/Corrective Actions. Types of Sampling to be included: Soil,Groundwater, Surface Water, Vapors Date Completed Description of Activity Sampling and Testing Result/Impact/Target Cleanup 06/12/14 Three USTs were excavated and soil and tank pit water Pit Water(TPW-1)and 1 soil Disposed(Geo Environmental sampled sample(UD-4)exceeded TCEQ's Consultants, Inc.) PST Program Action Levels. 10/04/14 Over-excavation of dispenser island. soil sample cuttings No exceedances. (Geo Environmental Consultants, Inc.) (represented as native material samples) UD-5 12/19/14 RSA collected native soil sample from B1/TMW1 soil and TMW1 benzene results exceeded under the UD-4 over-excavation and groundwater sampled Action Levels. groundwater sample. Installed and abandoned TMW I. 02/26/15 Installed and developed MW-5. soil and cuttings No exceedances. sampled. 02/27/15 Gauged and sampled groundwater. Groundwater sampled No exceedances. from 5 on-site monitor wells TCEQ 0562 (8-27-09) Page I I of 25 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC / LPST ID No.: 119540 Date: March 27, 2015 UST/AST SYSTEM CHARACTERIZATION, WORKSHEET 6.0 Release Information UST/AST System Status: ❑ Active® Permanently Removed From Service ❑ Temporarily Out of Service ❑ Temporarily/Indefinitely Out of Service, Due Date: Method of Release Discovery: ® UST Removal ❑ Release Detection Equipment❑ Divestiture Assessment❑ ❑ ❑ Inventory Control ❑ System Tightness Testing ❑ Other,describe Substance Released : ® Gasoline ® Diesel ❑ Waste Oil❑AV Gas ❑Jet Fuel (check All That Apply) ❑ Hydraulic Fluid❑ Other, describe Source of Release(s): ® Spills/overfills ® Piping ® Dispenser❑ Tank❑ Other Date Discovered: 06/24/14 Other: Maintenance on dispensers&sub pump units; Unknown Removal Information Date(s)of Removal(s): 06/12/14 Type of Removal: ®Removal from the Ground []Closure in Place Water in Tank Hold During ®Yes ❑No Excavation: Depth of Water in Tankhold: ❑<5 ft® 5-10 ft. ❑ 11-15 ft ❑None (BGS) NAPL: ❑Yes ®No, Thickness(ft):N/A Water Evacuated From Tankhold: ® Yes ❑No, Volume(gal.): 3,440 Groundwater Recharge into ❑ Yes ❑No, Depth (ft. BGS): Tankhold not known Status of Excavation(s): ❑ Open With Water❑Open/dry ❑Backfilled With Impervious Cover ® Backfilled With No Impervious Cover Type Of Fill Material: ®Untreated Backfill ❑ Treated Backfill❑ Other❑ Clean Fill—gravel ® Clean Fill—Sandy/Clay Provide the maximum contamination concentrations(mg/kg)of untreated backfill returned to the tankhold(s): Benzene: not detected I TEX: not detected TPH:not detected Other: If a new UST/AST system was installed describe and indicate on Attachment 1. TCEQ 0562 (8-27-09) Page 12 of 25 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC LPST ID No.: 119540 Date: March 27,2015 UST/AST SYSTEM CHARACTERIZATION,WORKSHEET 6.0 continued Maximum Level of Contamination detected in Native Soils Upon Completion of Removal/Repair(mg/kg) Chemical of Concern Sample Date Sample Location Laboratory Maximum Depth Method Concentration(mg/kg) Detection Limit Benzene 06/12/14 UD-4 0.00 10 mg/kg 0.1155 Toluene 06/12/14 UD-3 0.0010 mg/kg 0.0745 Ethylbenzene 06/12/14 UD-4 0.005 mg/kg 0.623 Total Xylenes 06/12/14 UD-3 0.0091 mg/kg 0.09 TPH 06/12/14 All samples NR not detected Metals Not analyzed VOC Not analyzed Other: MTBE 06/12/14 UD-4 0.0011 mg/kg 3.26 TCEQ 0562 (8-27-09) Page 13 of 25 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC LPST ID No.: 119540 Date: March 27,2015 SOIL ASSESSMENT,WORKSHEET 7.0 Soil Data Collection and Evaluation Number of Soil Sampling Points: 2(RSA investigation) Method of Determination: ® Direct Push ® Borings ❑ Other Surface cover Over Affected Soil Zone: ® Concrete❑ Asphalt❑ Gravel ® Dirt ❑ Grass ❑ Other Percent of Affected Soil Zone covered with ❑ 0-25% ® 25-50% ❑ 50-75% ❑ 75-100% impervious cover: If there is no impervious surface cover, is there ❑ Yes ®No There is no affected surface soil. public access to the affected surface(0-2 ft.)soil. Affected Soil Zone Thickness(ft.): Affected soil zone surface area dimensions: (ft. sq.): Maximum depth of contamination exceeding Appropriate Plan A risk based levels: (ft.)BGS Estimated volume of soil exceeding Plan A target Concentrations(yd3): Maximum distance from affected soil zone to ❑ 0-10 ft. ❑ 10-50 ft. ❑ 50-100 ft. F]100-300 ft. Property boundary: ❑ 300-500 ft. ❑>500 ft. ® Extends beyond property boundary. Waste Disposal: ❑ Landfill❑ On-Site treatment ❑ Off site Treatment❑ Other® Pending ❑None Maximum Level of Contamination Detected in Native Soils(mg/kg): Chemical of Sample Date Sample Sample Lab. Method Maximum Target Concern Depth(ft.) ID Detection Concentration Cleanup Limit (mg/kg) Goals Benzene 06/12/14 UD-4 0.0010 mg/kg 0.1155 <0.12 mg/kg Toluene 06/12/14 UD-4 0.050 mg/kg 0.069 <39.1 mg/kg Ethylbenzene 12/19/14 614"-6'IV B1 0.050 mg/kg 2.94 <36.8 mg/kg Xylene 02/26/14 12-14 MW-5 1.50 mg/kg <1.50 <117 mg/kg TPH 02/26/15 0-20 Cuttings 1.82928 8.07 J --- Total Lead Not analyzed Naphthalene 12/19/14 TPW-1 0.004 <0.004 99.7 Other: TCEQ 0562 (8-27-09) Page 14 of 25 ooc"SignEnvelope ID:oAoEop2a-4o4o-4sp7-9po1'1nzosoCxnooC LP0TlDNo.: ll954U Date: March 2?, %Ol5 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC LPST ID No.: 119540 Date: March 27,2015 GROUNDWATER DATA AND EVALUATION,WORKSHEET 8.0 Groundwater affected by the ® Yes ❑No (If no, complete the beneficial Groundwater Use Release: Categories On this Worksheet.) Site Hydrology Uppermost Zone Other Depth to Groundwater(ft.) Approx. 7 Aquifer Type(perched,confined,uncon Confined * Estimated Aquifer Thickness(ft.) *Water level fluctuations(ft.) Gradient(ft./ft.)/Direction 0.00725 northeast Saturated hydraulic Conductivity Not calculated (ft./day) * Approximate Well Yield(gpd) Lithology Clay/silty clay, light brown to dar Geologic Formation Beaumont Formation Major/minor Aquifer name �� .._. _ GulfCoast Aquifer— Total Dissolved Solids(mg/1) 4,040 to 1.4,700 Confining Layer Depth(ft. BGS) Unknown Confining Layer Thickness(ft.) Unknown Beneficial Groundwater Use Categories Mark the potential beneficial use category for the impacted zone and indicate the selection criteria. ❑ Category I ❑ Category II Category III Category IV ❑ Impacted or Threatened ❑ Affected Groundwater ❑Affected ❑Affected groundwa Water Supply Well(s): Zone TDS<3000 ppm and groundwater zone TDS}10,000 ppm,and No beneficial use t is TDS 3,000- 10,000 beneficial uset is docu Documented Within 0.5 mile ppm, and no beneficial within 0.5 miles of the of the site. uset within 0.5 site. miles of the site. OR OR OR ❑Affected groundwater zone ❑ TDS 3,000- 10,000 ppm, ❑ Well yield<150 TDS <3,000 ppm,and water beneficial used' is documente gpd(i.e.,affected zone well(s)or water supply spring within the 0.5 miles of the sit is not considered to within 0.5 miles of the site. have a beneficial used') OR ❑ Soils only affected. Regional ground beneficial used' cannot be established. If construction details of water well(s)are unknown or cannot be proven,the interval is assumed to be connected. Applies to a drinking water source producing from the same or connected interval as the affected groundwater zone. TCEQ 0562 (8-27-09) Page 16 of 25 DocuSign Envelope ID:OA6E6F28-4048-49F7-9FO1-102BBOCA5DDC LPST ID No.: 119540 Date: March 27, 2015 GROUNDWATER DATA AND EVALUATION, WORKSHEET 8.0,continued Groundwater Sampling Points On Site. Provide well ID Off site. provide well ID Number of Sampling Points: 6; TMW 1,MW-1, MW-2, 0 MW-3, MW-4,MW-5 Number of Permanent Monitor wells: 5; MW-I,MW-2, MW-3, 0 MW-4, MW-5 Static water levels above screened intervals: [:]Yes ®No(maybe) Dissolved Phase Plume Areal extent of dissolved phase plume(ft): Distance from edge of plume to property ®<10 ft. ❑10-50 ft. ❑50-100 ft. ❑ 100-300 ft. Boundary if on site: Distance from property boundary to edge of ®<10 ft. ❑10-50 ft. ❑50-100 ft. ❑ 100-300 ft. Plume if off site: Maximum level of contamination detected in groundwater(mg/1): Contaminant Sample Sample ID Laboratory Maximum Target Date Method Concentration Cleanup Detection (mg/1) Goals Limit Benzene 12/19/14 TWPI 0.005 mg/l 0.0428 mg/l 0.005 mg/l Toluene All wells 0.005 mg/l <0.005 mg/l 1.0 mg/l Ethylbenzene 12/19/14 TWPI 0.010 mg/l 0.172 mg/l 0.7 mg/l Total Xylenes 12/19/14 TWPI 0.015 mg/1 <0.0119 mg/1 10 mg/1 MTBE 02/27/15 MW-2 0.025 mg/1 0.180 mg/1 0.24 mg/1 TPH 12/19/14 TWPI 5 mg/l 5.65 mg/l Naphthalene 12/19/14 TWPI 0.005 mg/1 0.143 mg/1 0.73 mg/l Other N/A N/A N/A N/A N/A TCEQ 0562 (8-27-09) Page 17 of 25 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC LPST ID No.: 119540 Date: March 27,2015 GROUNDWATER DATA AND EVALUATION,WORKSHEET 8.0,continued FrNAFLPIument: ❑ Yes®No If yes, Provide well ID and Thickness(ft.) imum NAPL thickness(ft.):N/A NAPL recovery method: ❑Hand bail❑ passive skimmer❑ sorbent socks❑ automated system ® none Volume recovered to date(gals.)N/A Areal extent ofNAPL plume(ft.sq.) N/A Distance from edge of plume to ❑<10 ft. ❑10-50 ft. E]50-1 00 ft. ❑ 100-300 ft. property boundary if on site: Distance from property boundary ❑<10 ft. E]10-50 ft. ❑50-100 ft. ❑ 100-300 ft. to edge of plume if off site: Biodegradation Indicators Present spatial distribution of dissolved Oxygen,dissolved CO2, dissolved CH4, Fe, SO4,or other alternate electron acceptors on isoconcentration map. (Attachment 9) TCEQ 0562 (8-27-09) Page 18 of 25 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC LPST ID No.: 119540 Date: March 27,2015 VAPOR ASSESSMENT,WORKSHEET 9.0 Vapor Data and Evaluation Known vapor impact: ❑Yes ®No Location: ❑ Ambient air ❑utilities ❑ residences []hospital ❑school/day care ❑commercial building❑ other Lower Explosive Limit(LEL)concentrations: ❑Not measured ®measured ❑calculated NAPL present or soil concentration near saturation ❑ Yes ®No, depth (ft. bgs) (for calculating soil vapor concentrations,refer to Risk-Base Correction Action for Leaking Storage Tank Sites, RG-36): Vapor monitoring data: Sample No. Location depth % LEL Total organic Benzene Other Vapors (ppmv) (ppmv) 1 MW-1 headspace 0 0 0 0 2 MW-2 headspace 0 0 0 0 3 MW-3 headspace 0 0 0 0 4 MW-4 headspace 0 0 0 0 5 MW-5 headspace 0 0 0 0 6 Storm Water N headspace 0 0 0 0 7 Storm Water SE headspace 0 0 0 0 8 Water Meter W headspace 0 0 0 0 9 Water Meter E headspace 0 0 0 0 10 Gas headspace 0 0 0 0 If vapor concentrations exceed 25%of the LEL or other potential for explosive vapor exist in surface or subsurface structure, describe affected area,methods of determination, and any abatement measure. Identify and discuss any occupational or indoor air exposures to released contaminants Provide all calculations for the determination of the target concentrations. N/A LEL%should reflect whole mixture evaluation. If more than one compound is present,actual measurement of vapors will typically be warranted. TCEQ 0562 (8-27-09) Page 19 of 25 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC LPST ID No.: 119540 Date: March 27, 2015 SURFACE WATER ASSESSMENT,WORKSHEET 10 Surface Water Date and Evaluation Surface water(s)affected: ❑ Yes®No Name: Type: NAPL present on surface water or run off ❑ Yes ❑No APL recovery method: ❑ Passive skimmer ❑ sorbent socks ❑ automated system ❑ booms ❑other ®none Volumes recovered to date(gals.): Areal extent of NAPL plume(ft.): Uses of affected surface water: ❑Drinking water❑ contact recreation ❑habitat for endangered species ❑ agriculture Is a public or domestic surface water intake impacted? ❑ Yes ❑No If impacted lake or pond, indicate affected surface Area(ft.2)No affected surface water. Average depth of surface water(ft.)No affected surface water. Maximum level of contamination detected in surface water(mg/1): Contaminant Sample Sample Location Laboratory Maximum Target Cleanup Date and ID Method Detection Concentration Goals Limit (mg/1) Benzene Toluene Ethylbenzene Total Xylenes MTBE TPH Naphthalene Other Other t Refer to 30 TAC, Chapter 307,the MCL or the Risk-Based Correction Action for Leaking Storage Tank Sites, RG-36. Describe affected area, methods of determination and any abatement measures. Discuss the migration pathway between the source of contamination and the surface water body. TCEQ 0562 (8-27-09) Page 20 of 25 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC LPST ID No.: 119540 Date: March 27,2015 SITE PRIORITIZATION,WORKSHEET 11 Priority 1 sites APL present? ❑Yes ®No Evaluate all information on site soils,vapors,groundwater, surface water, and other irr check all boxes which match site conditions. The lowest value is the site priority. If priority cannot be determined,the assessment is inadequate. Priority Actions ❑ 1.1 Explosive levels,or concentrations of vapors that could Emergency Actions:Notify appropriate authorities, cause acute health effects are present in a residence or property owners, and potentially affected parties. other building. (Ensure the local fire authority or State Mitigate vapor impact. Fire Marshal(512/918-7100)and the local TCEQ Region Additional Actions: Conduct receptor survey. Office have been notified.) Conduct assessment of contaminant plumes. Determine target cleanup levels. Conduct remediation necessary. ❑ 1.2 An active public water supply well,public water supply Emergency Actions:Notify appropriate authorities, line, or public surface water intake is affected or well users,and property owners. Prevent further immediately threatened by the release. (Ensure the public migration. Mitigate impact. Discontinue use of water authority and the local TCEQ Region Office have been Additional Actions: Provide alternative water source notified.) Conduct receptor survey. Conduct assessment of con plumes in relation to water supply impact. Determine cleanup levels. Conduct remediation as necessary. ❑ 1.3 A sole-source domestic water supply well or line, or Emergency Actions:Notify appropriate authorities, sole source domestic surface water intake is affected or well users,and property owners. Prevent further immediately threatened by the release. (Ensure the well migration. Mitigate impact. Discontinue use of water user or surface water user and the local TCEQ Region supply.Additional Actions: Provide alternative Office have been notified.) water sourcet. Conduct receptor survey. Conduct assessment of contaminant plumes in relation to water supply impact. Determine target cleanup levels. Conduct remediation as necessary. ❑ 1.4 Explosive vapors are present in a subsurface utility Emergency Actions:Notify appropriate authorities, system, but no building or residence is affected. property owners,and affected parties. Mitigate vapor (Ensure the utility authority and the local TCEQ Region Additional Actions: Conduct receptor survey. Office have been notified.) Conduct assessment of contaminant plumes. Determine target cleanup levels. Conduct remediation as necessary. ❑ 1.5 NAPL is present at the ground surface,on surface water Emergency Actions:Notify appropriate authorities, bodies, surface water runoff,or in utilities other than property owners,and affected parties. Secure area. water supply lines. (Ensure the utility authority is notified Additional Actions: Conduct NAPL removal if utilities are affected. Ensure NAPL is removed as activities. Prevent migration of NAPL. Conduct required pursuant to 30 TAC 334.79.) assessment in relation to impact. Conduct receptor survey. Determine target cleanup levels. Conduct remediation as necessary. TCEQ 0562 (8-27-09) Page 21 of 25 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC LPST ID No.: 119540 Date: March 27, 2015 SITE PRIORITIZATION,WORKSHEET 11 continued ❑ 1.6 The Edwards aquifer, recharge zone or transition zone is Emergency Actions: Recover NAPL if present. affected. Additional Actions: Initiate assessment activities. C assessment in relation to impact. Conduct receptor s Determine target cleanup levels. Conduct remediation necessary. If NAPL is present, conduct removal activities. ❑ 1.7 Concentrations of vapors/particulates that could cause Emergency Actions:Notify appropriate authorities, acute health affects, or safety concerns are present in property owners, and affected parties. Mitigate outdoor air. immediate impacts. Additional Actions: Conduct sufficient assessment t determine exposure pathways,receptors and their I target cleanup goals. If NAPL is present, conduct rem activities. Priority 2 sites ❑ 2.1 Soils or water contaminated by the release are exposed Remove, cover,or otherwise secure exposed soils or and unsecured from public access and dwellings, water. Fill open excavations. Conduct actions playgrounds,parks,day care centers,schools,or similar necessary to contain contamination or prevent impact use facilities are located within 500 feet of those soils. exposure. ❑2.2 A former vapor impact is associated with this site,or Remediate/remove vapors,NAPL, or contaminated NAPL is present in close proximity to subsurface utilities soils. Determine migration pathways and or other natural or man-made conduit and there is remove/prevent migration pathways. Conduct potential for the accumulation of explosive vapors or assessment of contaminant plumes in relation to the vapors that could cause acute effects in a building or potential vapor pathway. Determine target cleanup other structure. levels. Conduct actions necessary to contain contamination or prevent impact or exposure. ❑2.3 A domestic water supply well or line,or a domestic Notify proper authorities, users,and property owners. surface water intake is affected or immediately migration to water intake. Provide alternative water threatened by the release,but the user has access to supply if necessary. Conduct assessment to identify another public or private water supply. (Ensure the contaminant plumes and exposure pathways in user and the local TCEQ Region Office have been relation to water intake. Determine appropriate notified. target cleanup goals based on site conditions. Conduct actions necessary to contain contamination or prevent impact or exposure. TCEQ 0562 (8-27-09) Page 22 of 25 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC LPST ID No.: 119540 Date: March 27, 2015 SITE PRIORITIZATION,WORKSHEET I I continued ❑ 2.4 A non-public or non-domestic water supply well is Notify proper authorities,well users,and property affected or immediately threatened. (Do not consider owners. Prevent migration to water well. Provide monitor wells.)(Ensure the user and the local alternative water supply if necessary. Plug water TCEQ Region Office have been notified.) well if necessary. Conduct assessment to identify contaminant plumes and exposure pathways in relation to water well. Determine appropriate target cleanup goals based on site conditions. Conduct actiol necessary to contain contamination or prevent impact or exposure. ❑2.5 Groundwater is affected and a public or domestic water Determine completion data and usage of well(s) if supply well is located within 0.25 miles of the UST/AST not already known. Conduct receptor survey to system or source area. (Check if a well is present,but the locate additional wells and other potential receptors well use is unknown). (See footnote 1 before (if not already done). Evaluate well impact potential. responding.) Determine appropriate cleanup goals based on site conditions. Conduct actions necessary to contain contamination or prevent impact or exposure. ❑2.6 Groundwater or storm water runoff is affected and Conduct assessment which addresses the discharges within 500 feet of the known extent of contaminant plumes in relation to the surface water. contamination to a surface water body used for human Determine target cleanup levels. Conduct actions drinking water, contact recreation,habitat to a protected necessary to contain contamination or prevent or listed endangered plant and animal species. impact or exposure.Notify property owners if impact is documented. ❑2.7 A public or domestic water supply well that produces Notify well users and property owners. Determine from a groundwater zone which is not affected or completion data and usage of water well(s).Conduct threatened is located within the known extent of receptor survey to locate additional sensitive contamination. (Check if a well is present,but the well use receptors. Investigate well impact or unknown.) cross-contamination potential. Plug well(s) if necessary. Determine target cleanup levels. Conduct actions necessary to contain contamination or prevent impact or exposure. Monitor water well for L�L groundwater quality. TCEQ 0562 (8-27-09) Page 23 of 25 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC LPST ID No.: 119540 Date: March 27,2015 SITE PRIORITIZATION,WORKSHEET I I continued Priority 3 sites ❑ 3.1 Groundwater is affected and a public or domestic water Determine completion data and usage of well(s) if supply well is located between 0.25 and 0.5 miles from not already known.Conduct receptor survey to the UST/AST system or source area. (Check if a well is locate additional wells and other potential receptors present in this interval, but the well use is unknown.)(See (if not already done). Evaluate well impact potential. footnote I before responding.) Evaluate need for remediation. ❑3.2 Groundwater is affected and the affected groundwater Conduct assessment which evaluates potential to zone may discharge between 500 feet and 0.25 miles of impact the surface water. Evaluate need for the UST/AST or source area to a surface water body used remediation. for human drinking water,contact recreation,or habitat to a protected or listed endangered plant and animal species. ❑ 3.3 Groundwater is affected and a non-public or nondomestic Determine completion data and usage of well(s) if water supply well is located within 0.25 miles of the not already known.Conduct receptor survey to UST/AST system or source area. (See footnote 1 before locate additional wells and other potential receptors responding.) (if not already done). Monitor water well for groundwater quality. Evaluate need for remediation. ❑ 3.4 A non-community or non-domestic water supply well that Notify well users and property owners. Determine produces from a groundwater zone which is not affected completion data and usage of well(s) if not already or threatened is located within the known extent of known. Conduct receptor survey to locate additional contamination. (If a well is present, but the use of the wells and other potential receptors(if not already well is unknown,check 2.7 instead.) done). Investigate well impact or cross-contamination Monitor water well for groundwater quality. Evaluate need for remediation. ❑ 3.5 A designated major or minor groundwater aquifer is Conduct assessment of soil and groundwater affected or immediately threatened. (See contaminant plumes in relation to major or minor footnote 2 before responding.) aquifer. Conduct receptor survey and water well inventory. Evaluate need for remediation. Priority 4 sites 4.1 Groundwater is affected. Conduct assessment of soil and groundwater contaminant plumes. Conduct receptor survey and water well inventory. Evaluate site conditions to determine need for additional corrective action. ❑ 4.2 The vertical extent of contamination has been defined and Conduct assessment of soil contaminant plume. the assessment results document that groundwater is not Conduct receptor survey and water well inventory. affected. Evaluate site conditions to determine need for I I additional corrective actions. 1. Consider only wells producing from the same interval as the affected groundwater zone at the release site, wells which may provide a cross-contamination pathway, or wells where completion details are unknown. 2. Refer to Major and Minor Aquifers of Texas Maps prepared by Texas Water Development Board, September 1990. Do not consider the low permeability Beaumont clays of the Beaumont Formation for the Gulf Coast aquifer. Do not consider perched groundwater zone overlaying the principal producing portion of the aquifer unless the two are hydrologically connected. TCEQ 0562 (8-27-09) Page 24 of 25 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC LPST ID No.: 119540 Date: March 27, 2015 LPST ID No.:ABBREVIATIONS FrBGS -below t e-ground Storage Tank ion w ground surface ective action plan gory CH4 - methane cm3 - cubic centimeter cm2/cm2 -square centimeter per square centimeter CO2 -carbon dioxide Coml. -commercial Conc-concentration cant. -continue EPA-Environmental Protection Agency Fe-iron ft.-feet ft.2-square feet gal-gallons g/g-gram per gram g/m3 -gram per cubic meter gpd-gallons per day ID-identification In- inches Lab.-laboratory LPST- Leaking Petroleum Storage Tank LSA-. Limited Site Assessment Max.-maximum MCL-maximum contaminant level mg/kg-milligram per kilogram mg/R-milligram per liter NAPL-non-aqueous phase liquid No.-number 02 .-oxygen ppm-parts per million PST-Petroleum Storage Tank RP-Responsible Party RPR-Responsible Party Remediation TAC-Texas Administrative Code TEX-toluene,ethylbenzene, and total xylenes TCEQ-Texas Commission on Environmental Quality TPH-total petroleum hydrocarbons UST-Underground Storage Tank TCEQ 0562 (8-27-09) Page 25 of 25 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC ATTACHMENT IA SITE MAP - GENERAL DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC �aJ, ,�/ � vy0✓ar z `s, rf�dN a✓„ �r� %��,','�'(VV�II aAya ',✓d✓ a/ / miq �� J , 1 JV1401*1 Obi / �1✓m �,s r dr.' /ann("1 /i�/,j�✓�/�/�� J off �� O�Mav>m w m i r - ✓, � j�/yie/�r✓r�I�� ouuum ✓ VVi uu �119�rN% i a i � ar ,� IQiRV uumu / ar Nq 000 000� 1 , u,air�D " 10001 3 oma,„ - %/r9» 4/11 I r 1/T M W1 7�3rli I L �nrwl �� ' / ""dua � � �/ a '� ✓/i r N 6 y, , /�i„/ l ;i r/ /✓r//i !� 0/%, /rr 1, ✓/ / /✓ �� uNm;�'m, ✓i � �/of �✓�I '�r %¢,, ✓'r%p%/r�//i/ r// � f � � aa"� a � vk ry/� ,G N ��b / //r�(l ✓ �U✓ i / s N, o % I f �a N ....... 1/9 �l✓✓ /✓ i�1'�/or,M� ,rN a` N/ia, 4,��y� , r y, ti a '° ;nw �i 'NYrh✓ .,! �� ad i of", 0 10111 ", ai / r� a r f Irl ila%1 %r/ny axa�V,,,, ll a NJa y / aa7r:av IOU (G �� ✓ II�� , % iJir l/l 'll� /JJl✓r�%//9//, 0 //�(Na Ja aud, -- — Pf�t�6'EWN BOUNDARY 0 .1� WT R E:LA- WCAT-ON Rosengarten, Smith Associates„ Inc, ATTACHMENT E' 1 WE MAP -- GENERAL. AMAN'S FOOD MART 2 324-5 S. AGA EDA STREET 0 20 40 CORPUS CHR'BST, NUEC S COUNTY„ TEXAS BASE MAP SOURCES: GOOCR_F FA1 TH, NOVFPw SER 2011 � "k79�A N .. ...... _ V PROD CT No., 2915 RSA aR F S BI v'EY 2b1 SCALE RPV BEET CHECKED BY: CAT DA ": 03/27/15 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC ATTACHMENT IS SITE MAP - PST ANP► UTILITIES DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC r r mw-1 MW-3 NO MW-4 B1/TMW1 " . 4 M W-5� GAS G 01 w S LEGEND PROPERTY BOUNDARY �mw-1 MONITOR WELL. LOCATION UNDERGROUND STORAGE TANK (REMOVED) _... .,._ _.. PRODUCT LINES (REMOVED) SARosengarten, Smith & Associates, Inc. CANOPY (REMOVED) N ATTACHMENT 18 DISPENSER ISLAND (REMOVED) SITE MAP — PST AND UTILITIES ` SITE BUILDING AMAN"S FOOD MART 2 3245 S. ALAMEDA STREET 0 20 .4.10 CORPUS CHRIST[, NUECES COUNTY, TEXAS B RSA SITE SURVEY 2D15 "VN. . DRAWN BY KAM PROYJECT NOD, 2915 BASE MAP SOURCES: G0)flGI.E EARTH, NOVEMBER 2011 i FEET I CHECKED BY; CAT DATE. 013/24/15 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC ATTACHMENT L VICINITY MAP DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC ,' // ..3 cr ,ra, l 'lr / � %/11 , "' �a�.l�, ��,� J� O xi //�� rO�fi I��yHrr m,� pr, /�j1 r�rar / /✓ //r r / r a;„ O /i 11 >- r %ya//, 6/A/�f / '' /1ti„i /,rr �:ieNl' ,c,,;' ,,; „ ,� 'r,ll yi,r” /� '✓ r/»fe I r r /r r� /� �% O'0 T' /, 1 v 1 r xa i /�J/�„l✓rr//�, � 2a ..*"”" w, � /� �W%/il T I �� !(a r �i l/ �i '�� r��//%/�0 e 1 if N /s ' ;,'�/r��/':�"� -, ,�' -�/all o,' wmx �,�� " ,` ,,;,,,� ✓ a �/,r'' ,(/'.,GJAT O//i, �',,,i r�Nd, � � � ,,�„ ..��'' ��i ii �l � ;,r � �1/ f is !/✓�, �%b�r I,�� - � /r ,�, y r�iF i� ��f,.//„j ,r /N/` / %J„ � 'dew "m/ ' ' di nr�j/ / �, /✓;� �; �a�y��`��6,r �;l ii "'%�%/ �� j0 Y/�/ '^ � Ar` r r, ' # A!. / //�� r N 00 12 fjrr� . .,, � �- � rrr a '0011 10 rr, 'l�i/' pir°i,/ ,N w r r , r ° IF J Ay., r; ' D 1(r!i/i '%it - 0" C1 �% �rJ1l'k %ri � C �fl k ,fill 000 /,f Rflrm J r ;%flJi dd"w /mra ' r//JJj% /'� �i` rrr lAa �lr ;r ARMMy , Ifho ('✓P( A,. tN�( % J/!ri i%i;j�� ,,,. r, �.. ay- ',o r0 / /�' %, 1 / lbpr%�'9100n ��/� � �i ,,,n N ' / iriOn�a/ 1;r r 11 r i/.� "cirri ��/% /.. 1 r f„ J r',.im✓ n /J ��,11, ' it "I/%� / �/r rDr;All q�,"�: � rmHh 1 / ! r: / x r flr G FF dJ` r, r 1�j�,l ^...a.,M ,,,,_,,.i, Or rfJ % w„ 0 llff� ' //,�Jy�1 Jf hl If �/ !r Xw , //, l�'” ffk ''r 1�r r rr., nx " / '/r r //, i/ ;�Oij f rf, mrr.. V� J1 x�� Of a �� yr,rirT �� r /i �r x09 ' w � lr J�✓� � j',W Y �a r 0 r°r�1 / ax , �Talir x, y� „rii aO hr xxM yf a Dlre yll r,r,` /' 7�i �p If l6 r y ,/, l ,rro-u �,l 1 PROPERTY BOUNDARY &Losengarten, Smith & Associates, hie. 500 F7. RADIUS N ATTACHMENT 2 VICINITY MAP AMAN'S FOOD MART 2 3245 S. ALAMEDA STREET 0 100 200 CORPUS CHRISTI, NUECES COUNTY, TEXAS { DRAWN BY; KAMPROJECT NO. 2915 BASE MAP SOURCE: GO�OGLE EARTH, NOVEMBER 2014 SCALE IN FEET CHECKED BY'. CAT DATE; 03 26 15 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC ATTACHMENT 3 WATER WELL MAP DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC f � mileor s .� s� Vol oo4lo LPt ` LEGEND Target Property(TP) Rosengarten, Smith & Associates, Inc. is TCEQ N ATTACHMENT 3 WATER WELL LOCATION MAP AMAN'S FOOD MART 2 3245 S. ALAMEDA STREET 0 500 1000 CORPUS CHRISTI, NUECES COUNTY, TEXAS DRAWN BY: KAMPROJECT NO. 2915 BASE MAP SOURCE: GEOSEARCH SCALE IN FEET I CHECKED BY: CAT DATE: 03/24/15 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC ATTACHMENT 4 WATER WELL DETAILS DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC ATTACHMENT 4 Well Report for Wells Within 0.5 Mile Radius Send on"Iropy byearvillod return receipt requested mail CC,MC in,P.O,Box I300'!'.AvSaJn.TXMI1,308TA ATI.M0.4 0 Cbr�-Jo,4 9"Name S.=" Texas Water Well Drillers Advisory Council State of Texas fific I" of Well Ownerit;Oapy t01AV P.O.Box 13M WELL REPORT Austinumii4w 1) OWNER Lc-kse-+h ADDRESS V 0. V2YJ'k 2) AODFIESSOF"Ovo (Name) c (Street or RFD) (City) (state) (40) County ��o Icy_ R C.C. rX aRto a ef-13 -.Sl/ (Street,RFD at olhor) (0tv), (State) (ZIP) 3) 4) PROPOSED USE(Ch84k)* 0 Monitor C]Envinanniontal Soo Soong Sedirtrafte 5) TYPE Of WORK(Chack): 94ow won a Deepening 0 Industrial 0 lrrlgaftn 0 0*11an 0 PublieSupply 0 Do-watering C]Taill"I 0 Reconditioning cl Plugging It Public Supply well,were Plans Submitted to the TNRCC? Ll Yes 171 No 6) WELL LOW DIAMETER OF MOLE 7) OFOLLM METHOD(Chock): rj Driven [We Drilling. Dia.(Mj From(11.) To(ft.) L)AlrRata ry (.4-MOB"Rertry J-j Sonad $"W"— ISIF0 I Surface ClAirllarnmet UCablOT001 OJettard -�2--q 1-Mo I Completed�%Iw-7-2-, f............... L)Other From(ft) To 00 Description and color of formation material 8) Borehole Coarriplellion(Chock): 0 Open Kate &-affftht Wall rl to 4P Sme- [I Undarreamed 0 GravolPsokod E]Other 9-7 -qA rV1 If Gravel Pecked"interval from_ft,to ft. C/7 1 M -'she le. CASINO,BLANK PM AND WELL SCREEN DATA: Now Steel.Plastic.eta Seto" (t.) Gage Lfg-7 I 5r7 018. or Pad..Stated,ate. Ca (Isting --W 2&7 —IaAillt c-rayd ) Used Screen Mfg.,it cormnercial From I To Sm. 2n Zhallt co-slnA Z�m �504 !!ir2 rA 9) CEMENTINGDATA Rule336.44(1)1 cemented from n.ro 10 ft. No,of Seae used ft to ft. No.of sacks used mathoduaw I'Mb red (Use reverse ad@ of Well O~S copy,d necessary) camemedby '-k-MAS Pac*n 13) TYPE PUMP! Distance to septic System field lines or other concejIbated contamination ft. Method toveriftcation of above dislance_ Fj Turbine (3 jet 0 Submersible 0 Cylinder 0 Other 10) SURF COMPLETION Depth to Pump D*wfs.001nder.let ate..—ft =Specill,dSurf*Ce Slab Installed [Rule 3S.44(2)(A)1 0 Specified Sleet Stem Installed [Rule 338.414(3)(A))- 14) WELLTESTS: 0 Pidess Adaptor Used (Rule 338.44(3)(b)' fit Bauer Tywast 0 Pump 0 moltedC]Estimated 0 ApprovedAltornall"PrOCOdure Used;L26,� q Yield: —OPmwith—ft.drawdown after—nus. 11) WATERLEVEL- IS) WATER DUALITY: Shalc level 21 it.below land Surface Date Did you 101OW1010 PQfttMIG any share which Contained undesirable Artection Raw_gpm. Dole constituents? n Yes R1<00, 11 yes,submit*REPORT OF UNDESIRABLE WATER' 12) PACKERS: Typy Depth TYP*dw1eOf?— Depth olsinve Was A Chemical analysis model Cl Yes akNC- I hem"certify that this well was drilled by me(Or UndOf MY supervision)and that Seca and SO Of ft statements herein are true to the best of my knowledge and belief i understand that failure to complete Rome I thou 11 will result in the fog(S)be"returned for completion and resubathial, COMPANYNAMS, MOA�, I i hky 1411-3 WELL DRILLEMS LICENSE 140. )Wq 15 q1—yp—e or pron) VVV1 1*1 r� :38 30 0 ADDRESS _4stmet of RFD) (city) (State) (ZIP) (Signed) . _ (Signed) (Licensed Well Dotter) (Re000ftcr-Train—") Please aftech electric log,chemical analysis,and Other poromint information.It avalloble. TNRCC-O 199(Rev.05.21-96) White-77VRCC Yellow-DRILLER Pink-WELL OWNER DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC ATTACHMENT 6 SOIL CONTAMINANT CONCENTRATION MAP DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC MVV-2 0 0 �� X0 00 � 0 p Q� G� mac" MW-1 MW-3 �7 k�h e \ e Mw-4 B11TMW1 TPH B T E X hfl'BE Sample Date (mg/kg) (-5/k6) (-g/kg) (a-_&g) (—_Ag) �3,) Bl 64'-610") 12/19/14 <0050 <0.050 294 <0.150 <0.250 <50 Cuttings 02126/15 <00247 <0.0247 <0.0247 x.741 <0.124 8.073 Add.Levels 0.12 1 39.1 36.8 117 2.56 MW-5 B T E X NrIBE TPH NOTES: same Date (-g/kg (mg/kg (®gfkg (mg/kg (mg/kg ( g) B = Benzene MW-5 4-6) 07/26/15 -,0.0247 <0.0247 -0.0247 <0.074 <0.123 3.987 T = Toluene MW-5(12-14') 02/26/15 <0.0252 <0.0252 <0.0252 <0.D756 <0.126 5.831 E = Ethylbenzene Cuttings 02/26/15 <0.0247 -Q.0247 <0.0247 <0.741 <0.124 8.071 X = Xylenes Action tzwls 1 0.12 1 39.1 1 36.8 1 117 1 2.56 MTBE = Methyl tert butyl ether TPH = Total Petroleum Hydrocarbons J flog = analyte detected between the Reporting Quantitation Limit (RQL) and the Method Detection Limit (MDL) Action Levels are PST Program Action Levels Revised August 12, 2011 Concentrations in bald exceed action levels -- no exceedonces LEGEND PROPERTY BOUNDARY BMW-1 MONITOR WELL LOCATION UNDERGROUND STORAGE TANK Rosengarten, Smith & Associates, Inc. (REMOVED) CANOPY (REMOVED) N ATTACHMENT 6 DISPENSER ISLAND (REMOVED) SOIL CONTAMINANT CONCENTRATION MAP AMAN'S FOOD MART 2 SITE BUILDING 3245 S. ALAMEDA STREET 0 20 4o CORPUS CHRISTI, NUECES COUNTY, TEXAS BASE MAP SOURCES: GOOGLE EARTH, NOVEMBER 2011 DRAWN BY: KAM PROJECT NO. 2915 & RSA SITE SURVEY 2015 SCALE IN FEET CHECKED BY: CAT DATE: 03/26/15 DocuSign Envelope ID:OA6E6F28-4048-49F7-9FO1-102BBOCA5DDC ATTACHMENT 7 POTENTIOMETRIC SURFACE MAP DocuSign Envelope ID:OA6E6F28-4048-49F7-9FO1-102BBOCA5DDC QP e MW-2 W , 100' 92.29 .Y uuu °uuun Mw-1 , 92.61 Mw-3 92.21 9 36 1 .- c raW-5 ... 92.63 yr PROPERTY BOUNDARY MONITOR WELL. LOCATION �" 61 �� PC�d RT PtOTENTIOMETRIC SURFACE CONTOUR 'OUs: ..� (DASHED WHERE INFERRED) Ilk 92.61 P(JTENTIOMETRIC SURF'AC'E ELEVATION �.'W "�"., C j GROUNDWATER FLOW DIRECTION UNDERGROUND STORAGE TANK (REMOVED) ISA±seagarten, Smith Associates, Inc. CANOPY (REMOVED) ATTACHMENT 7 DISPENSER ISLAND (REMOVED) N PtOTENTICOMETRIIC SURFACE MAP' 02/27/15 SITE BUILDUNG AMAN"S FOOD MART 2 3245 S. ALAMEDA STREET 0 20 40 CORPUS CHRISTI, NUECES COUNTY, TEXAS BASE MAF' SOURCES: GOOGLE EARTH, NOVEMBER 2011 6iI ...JbiI DRAWN BY: KAM PR6CJECUF 06, 2915 & RSA SITE SURVEY 2015 SCALEIN FEET CHECKED 8Y: CAT DATE: 03/24/15 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC ATTACHMENT 8 GROUNDWATER CONTAMINANT CONCENTRATION MAP DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC ATTACHMENT 9 BIODEGRADATION INDICATOR DISTRIBUTION MAP DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Well Date DO(mg/L) ORP(mV) Well Date DO(mg/L) ORP(mV) MW-1 02/27/15 1.03 477 MW-2 02/27/15 0.42 134 OG GGA MW-2 'o o •o 0 '0 00 J00 00 c 0 G� , MW-1 �< MW-3 Well Date DO(mg/L) ORP(mV) MW-3 02/27/15 1.94 127 / MW-4 Well Date DO(mg/L) ORP(mV) MW-4 02/27/15 1.80 484 i MW-5 Well Date DO(mg/L) ORP(mV) MW-5 02/27/15 2.12 394 NOTES: DO = Dissolved Oxygen in milligrams per liter (mg/1) ORP = Oxygen Reduction Potential in millivolts (mV) LEGEND PROPERTY BOUNDARY BMW-1 MONITOR WELL LOCATION O UNDERGROUND STORAGE TANK Rosengarten, Smith & Associates, IIlc. (REMOVED) F -1 CANOPY (REMOVED) N ATTACHMENT 9 L — J ® DISPENSER ISLAND (REMOVED) BIODEGRADATION INDICATOR MAP ® AMAN'S FOOD MART 2 SITE BUILDING 3245 S. ALAMEDA STREET 0 20 4o CORPUS CHRISTI, NUECES COUNTY, TEXAS BASE MAP SOURCES: GOGGLE EARTH, NOVEMBER 2011 DRAWN BY: KAM I PROJECT NO. 2915 & RSA SITE SURVEY 2015 SCALE IN FEET CHECKED BY: CAT I DATE: 03/24/15 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC ATTACHMENT 11 VAPOR CONTAMINANT CONCENTRATION MAP DocuSign Envelope ID:OA6E6F28-4048-49F7-9FOl-102BBOCA5DDC DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC ATTACHMENT 14 SOIL BORING LOG, WELL COMPLETION DETAIL, AND STATE WELL REPORT I DocuSign Envelope ID:OA6E6F28 4048 49F7 9F01 102BBOCA5DDC LMOLOQCLOG PACS—LOFT . Amo _ J (0 15r uutwo .Z ,r,: ,g r.o: tl.Ic.,ti wesraa: k ypt :Iwo T l p ani :rse f, k mai, SAO D ih , t LVIOL Dab Maw.log J&Zilf TOW Dapdr. Do.; Sdy i cC DT�$C TION 1 bUr- Baa*- ED RffiMLAS85 val VWA C-r^, ry, �q*\0�+' q rto veal Ba� � •M _ - C gLI.3 Ir9sG Ua'r - r � lrC,i+ Jay~ Wi�ti. wi:�iao- SQ.w - (t4� )fold qy� c 1 gon d 1 ro n WThe QXt+�.r�ti� tv1Gr'C.CiSivtrd ��''+ d;��^t 1 1�- b�tA'►+:nq a.r*crr`SQ.�"' (!��+r�.� J - 1grY�tauY1 -- 'L + r,, IED_ `CA 0-**! toms t 1j0' 1 Is , LZ - A.TEINERT _ 4174 1O NO.: . : i DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC RSA INC. WELL COMPLETION RECORD CLIENT : _Mr. AnrYLn WELL NO. : N W `s PROJECT NO. : ZAPS DATE 0 Z Z6, 17- SITE : eun'S &A MafA 2 DRILLER : EQV"r-(° PTA - nrn� �� LOCATION : 321-45 S. Ale,vw 1 S+�k GEO{TECH : ,� - b� Tar�ft wee" TOP OF CASING ELEVATION 10`' 84 TYPE OF REFERENCE : �Ya ' VY GROUND ELEVATION \® 1 134 STICK—UP (FT.) : TOP OF SCREEN ELEVATION BORING DEPTH (BGS) 20- OF STEEL COVER WITH BOLT DOWN LID LOCKING RL A.T'EINERT CAP OG CONCRETE PAD GEOLY CONTINUOUS POUR r F,e,.•,. •;,rl v �i-a �• � CONCRETE CAP HOLE DIAMETER (INA CASING DIAMETER (IN.) 2- - CASING LENGTH (FT.) Z CASING MATERIAL '1,0 CENTRALIZER DEPTHS (FT.) NA MATERIALS CEMENT/BENTONITE _ GROUT CEMENT (SKS) �_ TOP OF CEMENT (BGS) 0 E C BENTONITE (SKS) ' BOTTOM OF CEMENT (BGS) 3 B ID Y f SAND (SKS) f 9+ CEMENT PLACEMENT METHOD-10CuV t'YI;X f�e a�✓ SAND SIZE i fa J 3Cy ANNULAR SEALANT (BENTONITE) TOP OF BENTONITE (BGS) 15 � BOTTOM OF BENTONITE (BGS) 4 BENTONITE PLACEMENT METHOD �� SAND FILTER PACK n TOP OF SAND (BGS) t BOTTOM OF SAND (BGS) r SAND PLACEMENT METHOD �1 AYE r\ SCREENED INTERVAL ' `• SCREEN SLOT SIZE (IN.) fro C11 C� BOTTOM CAP SCREEN LENGTH (FT.) 3.. SCREEN MATERIAL Yl� k71' TOP OF SCREEN (BGS)— NOTE: BGS)NOTE: BOTTOM OF SCREEN (BGS) 5Z 'Pt BGS = BELOW GROUND SURFACE WAI RP.,Art• Tram-;„n 4.'I404CA DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Page I of 3 STATE OF TEXAS WELL REPORT for Tracking#389850 Owner: Mr Aman Ullah Owner Well MW-5 Address: 3245 S.Alameda St. Grid 83-13-9 Corpus Christi,TX Well 3245 S.Alameda St. Latitude: 270 45' 16" N Location: Corpus Christi, TX Well Nueces Longitude: 0970 23' 21 W County: ?Elevation: No Data GPS Brand Used: No Data Type of New Well Proposed Use: Monitor Work: Drilling Date: Started: 2/26/2015 Completed: 2/26/2015 Pia-meter of Hole: Diameter: 8.0 in From Surface To 20.0 ft Drilling Method: Hollow Stem Auger Borehole Other: 16/30 silica sand Completion: Annular Seal I st Interval: From 20.0 ft to 4.0 ft with 6.5 sand (#sacks and material) Data: 2nd Interval: From 4.0 ft to 3.0 ft with 1.5/bentonite (#sacks and material) 3rd Interval: From 3.0 ft to 0.0 ft with 3.5 cement(#sacks and material) Method Used: hand mixed Cemented By: ECI Distance to Septic Field or other Concentrated Contamination: No Data Distance to Property Line: No Data Method of Verification: No Data Approved by Variance: No Data Surface Surface Slab Installed Completion: Water Level: Static level: 8.69 ft. below land surface on 2/26/2015 Z- Artesian flow: No Data Packers: No Data Plugging Info: Casing or Cement/Bentonite left in well: No Data Type Of Pump: No Data Well Tests: No Data https://websitesmail.att.com/mail/dIAttach.php?attachment--2&index=2957260 1&mailbox 3/1 19/1)n I Is Well Renort- Tracking 0-'ARQRI;n DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Page 2 of 3 Water Quality: Type of Water: No Data Depth of Strata: No Data Chemical Analysis Made: No Did the driller knowingly penetrate any strata which contained undesirable constituents: No Certification The driller certified that the driller drilled this well (or the well was drilled Data: under the driller's direct supervision) and that each and all of the statements herein are true and correct. The driller understood that failure to complete the required items will result in the log(s) being returned for completion and resubmittal. Company EnviroCore, Inc. Information: 7525 Idle Hour Drive Corpus Christi ,TX 78414 Driller License 4694 Number: Licensed Well Craig Schena Driller Signature: Registered Driller No Data Apprentice Signature: Apprentice No Data Registration Number: Comments: No Data IMPORTANT NOTICE FOR PERSONS HAVING WELLS DRILLED CONCERNING CONFIDENTIALITY TEX. OCC. CODE Title 12, Chapter 1901.251, authorizes the owner(owner or the person for whom the well was drilled)to keep information in Well Reports confidential. The Department shall hold the contents of the well log confidential and not a matter of public record if it receives,by certified mail, a written request to do so from the owner. Please include the report's Tracking number(Tracking#389850) on your written request. Texas Department of Licensing& Regulation P.O. Box 12157 Austin, TX 78711 (512)463-7880 DESC. & COLOR OF FORMATION CASING, BLANK PIPE& WELL SCREEN https://websitesmail.att.com/mail/dIAttach.php?attachment--2&index=29.5-7-2601&mailbox..-. Well Renort.- Trqr.k-ino,;MRQRr%O DocuSign Envelope ID:OA6E6F28-4048-49F7-9FO1-102BBOCA5DDC Page 3 of 3 MATERIAL DATA From(ft) To(ft) Description Dia. New/Used Type Setting 0.04.0 silty clay; brown From/To 4.0-7.0 clay; dark gray 2.0 new PVC screen 20.0-10.0.010 7.0-14.0 silty clay; light gray 14.0-20.0 clay; light brown 2.0 new PVC riser 10.0-0.0 SCH40 https://websitesmail.att.com/mail/dIAttach.PhP?attachment--2&index=29-572601&mailbox--- DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC ATTACHMENT 15A SOIL ANALYTICAL RESULTS VOCs DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC ATTACHMENT 15A SOIL ANALYTICAL RESULTS VOLATILE ORGANIC COMPOUNDS AMAN'S FOOD MART 2 3245 S. ALAMEDA STREET CORPUS CHRISTI, NUECES COUNTY, TEXAS TPH TPH TPH TPH Sample Date (mg/kg) (mg/kg) (mg/kg) (mg/kg) (-g/kg) (C6-C12) (>C12-C28) (>C28-C35) (C6-C35) (mg/kg) (mg/kg) (mg/kg) (mfg) TINE 06/12/14 <0.001 <0.001 <0.005 <0.007 <0.0011 <23.7 <20.3 <17.7 NR T1SE 06/12/14 <0.001 <0.001 <0.005 <0.007 0.0052 <23.7 <20.3 <17.7 NR T2NE 06/12/14 1 <0.001 <0.001 <0.005 I <0.007 <0.0011 <23.7 I <20.3 <17.7 NR T2SE 06/12/14 <0.001 <0.001 <0.005 <0.007 0.0037 <23.7 <20.3 <17.7 NR T3NE 06/12/14 <0.001 <0.001 <0.005 <0.007 <0.0011 <23.7 <20.3 <17.7 NR T3SE 06/12/14 <0.001 <0.001 <0.005 <0.007 0.0014 <23.7 <20.3 <17.7 NR EEW-2 06/12/14 <0.001 <0.001 <0.005 <0.007 0.0039 <23.7 <20.3 <17.7 NR STP 06/12/14 <0.001 <0.001 <0.005 <0.007 <0.0011 <23.7 <20.3 <17.7 NR WEW-1 06/12/14 <0.001 <0.001 <0.005 <0.007 <0.0011 <23.7 <20.3 <17.7 NR PT-1 06/12/14 0.0055 <0.001 <0.005 <0.0071 <0.0011 <23.7 <20.3 <17.7 NR PT-2 06/12/14 <0.001 <0.001 <0.005 <0.007 0.0068 <23.7 <20.3 <17.7 NR PT-3 06/12/14 0.00133 <0.001 <0.005 <0.007 0.012 <23.7 <20.3 <17.7 NR UD-1 06/12/14 0.0030 0.011 <0.0049 0.0087 0.0169 <23.7 <20.3 <17.7 NR UD-2 06/12/14 0.0109 0.016 0.0077 0.0054 0.002 <23.7 <20.3 <17.7 NR UD-3 06/12/14 0.0043 0.0745 0.164 0.09 0.0053 <23.7 <20.3 <17.7 NR UD-4 06/12/14 0.1155 0.069 0.623 <0.007 3.26 <23.7 <20.3 <17.7 NR UD-5 10/04/14 <0.001 <0.001 <0.005 <0.007 <0.0011 <23.7 <20.3 <17.7 NR B1 6'4"-6'10" 12/19/14 <0.050 <0.050 2.94 <0.150 <0.250 <50 <50 <50 <50 MW-5 4'-6' 02/26/15 <0.0247 <0.0247 <0.0247 <0.074 <0.123 3.98 J <1.82632 <1.82632 3.98 J MW-5 12'-14 02/26/15 <0.0252 <0.0252 <0.0252 <0.0756 <0.126 5.83 J <1.86332 <1.86332 5.83 J Cuttings 02/26/15 <0.0247 <0.0247 <0.0247 <0.741 <0.124 8.07 J <1.82928 <1.82928 8.07 J Action Levels 0.12 39.1 36.8 117 1 2.56 - - - - Notes: B=Benzene T=Toluene E=Ethylbenzene X=Xylenes MTBE=Methyl tert butyl ether TPH=Total Petroleum Hydrocarbons J flag'-analyte detected between the Reporting Quantitation Limits(RQL)and the Method Detection Limit(MDL) NR=Not reported by lab Action Levels are PST Program Action Levels Revised August 12,2011 Concentrations in bold exceed action levels DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC ATTACHMENT 15B GROUNDWATER ANALYTICAL RESULTS VOCs DocuSign Envelope ID:OA6E6F28-4048-49F7-9FO1-102BBOCA5DDC ATTACHMENT 15B GROUNDWATER ANALYTICAL RESULTS VOLATILE ORGANIC COMPOUNDS AMAN'S FOOD MART 2 3245 S. ALAMEDA STREET CORPUS CHRISTI.) NUECES COUNTY, TEXAS B T E X MTBE TPH TPH TPH TPH TDS Sample Date (Mgt,) (mg/1) (mg/1) (Mg/0 (Mg/1) (C6-02) (>02-C28) (>C28-C35) (C6-C35) (Mgt') (MRA) (mg/1) (mg/0 (mg/0 TMWI 12/19/14 0.0428 <0.005 0.172 0.0119 0.171 5.65 <5 <5 5.65 NA MW-1 02/27/15 <0.001 <0.001 <0.001 <0.003 <0.005 <5 <5 <5 <5 13,500 MW-2 02/27/15 1 <0.001 <0.001 <0.001 1 <0.003 0.180 <5 <5 <5 <5 4,040 MW-3 02/27/15 <0.001 <0.001 <0.001 <0.003 <0.005 <5 <5 <5 <5 7,770 MW-4 02/27/15 <0.001 <0.001 <0.001 <0.003 0.0671 <5 <5 <5 <5 6,310 MW-5 02/27/15 <0.001 <0.001 <0.001 <0.003 <0.005 <5 <5 <5 <5 14,700 Action Levels 0.005 1.0 0.7 10 0.24 - - - Notes: B=Benzene T=Toluene E=Ethylben7ene X=Xylenes MTBE=Methyl tert butyl ether TPH=Total Petroleum Hydrocarbons TDS=Total Dissolved Solids NA=not analyzed J= Target analyte detected between the Reported Quantitation Limit(RQL)and the Method Detection Limit(MDL) Action Levels are PST Program Action Levels Revised August 12,2011 Concentrations in bold exceed action levels DocuSign Envelope ID:OA6E6F28-4048-49F7-9FO1-102BBOCA5DDC ATTACHMENT 15C GROUNDWATER ANALYTICAL RESULTS PAHs auaa4d c ^ O v auazgPueuagd o V (U9m) aua!uq!gduN o 'a auaa.Cdjpa-fTjjouapu, o u, (0,W) aaaroal,� ,a .- v (Ua-) 4 aaagtauaoui,� ,� .-. v (va-) 9 a w aejn3ozoaglQ o c o F yy OW) $ N > N w [~ auafeagluel9`ul�a9!a o O a F kn V O (v$m) o F F U auas,Gqj Z a A A w G Z QF1w pp aaaq�ueaonpj�!`fjozaag 0 c H W E� V1 aaa!giad(!•qd)ozuag o 3 rNi U NIS-) o x aaagpuujonUjgjozua8 c 0 U auaaCdlBlo�aB o v � r. U aaaasagtaujujzaag o a v o O ouanutpuv o CO v L � d O "[ aualgtpgdvua3VLL eS LL v — LL z g cm 00 oaatpgduuaad r6 SLe o W F LLL coco LU d O a G fi � r C a Z d U N C W O U) L) U 0 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC ATTACHMENT 16 FLUID LEVEL MEASUREMENTS DocuSign Envelope ID:OA6E6F28-4048-49F7-9FO1-102BBOCA5DDC ATTACHMENT 16 FLUID LEVEL MEASUREMENTS AMAN'S FOOD MART 2 3245 S. ALAMEDA DRIVE CORPUS CHRISTI, NUECES COUNTY, TEXAS Top of Casing Top of Screen Depth to Depth to LNAPL Water Well Date Elevation Elevation LNAPL Water Thickness Level Elevation (ft.) (ft.btoc) (ft.btoc) (ft.btoc) (ft.) (ft.) mW-1 02/27/15 100.00 NA ND 7.39 0.00 92.61 MW-2 02/27/15 99.48 NA ND 1 7.19 1 0.00 92.29 MW-3 02/27/15 100.19 NA ND 7.98 0.00 92.21 MW-4 02/27/15 99.81 NA ND 7.45 0.00 92.36 MW-5 02/27/15 101.32 96.43 ND 8.69 0.00 92.63 Notes: Elevations are relative to an assigned elevation of 100.00 feet for top of casing for MW-1 bloc=below top of casing LNAPL=light non-aqueous phase liquid ND=not detected DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC ATTACHMENT 17 ANALYTICAL REPORTS In M r .� N �O ¢ �a -: m q 4 U U Z Z ' ' 00 00 000 � r- 0— en000 0000 Z 0000 0000 w o e Q M U z z ; ; 00 MO 'td-O �o 00 a\ ' It,d& , a a\ o, (ON F m z a� $ Oo„d M W � � CD U o QQ 'ornN rQv, 00 OIL',- u w M CJ z z � VN'� o � en 000 Z r- � V y ;�V� 'z IA M W MAN... . . F ea, 04 > $, yy l� -6= A '" rn ¢ °� �? cn �`? d -. a, ¢ r, a\ g a G n�AY G¢ y Op O z M d' O W ^ N z O N a �tyU m G °' o q tl� CL Q� d ti o- 11 g+A E+ F F d —Jj to a fu� ':0. 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CY 4 E .2 0 0 -9 co A w w 10' 9z C) L-1 Z, = a a IQU cz 0 t Cc) P 0 IS No 9p Lo Q Gn nA-0 v C's co Cl C, r 20.1 0 Q 00 C) Q 0 • LL C� cz o o Cd = to C,3 0,Z P, 4� r ob C\l LL S. cc 4-a q w cc < 0 00 t4 0 co" C3 u cd > w 1) 7D LU CL "a cd t cz cp— ri) p. L) 0 r) JS � Qlag *9 a INDpp 7 s .} sselrJ bOSZH � `•� 3 .. HOVN/*VUZ rr max COraH 4oA oc � m qpq cl - , �. ca LO Va ..� s. y --� �• 1 l: +' cr LLv LL all rntn LUco 0 C +6y^ Q C aI 7 U 0 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Date; March 3',2015 To: Shawna Biggs No,PAH on soil. Sent from my Phone On Mar 3,2015,at 2:09 IPM,Shawna IBiigg sl <RSA Aman PAH DetermlInabol These resullts are not molstuire adjusted.To confirm,these samples do not need to readh'TRRP limits? Please sale the prelim above for samples for PAH determination for Aman soil samples.Haase let me know as,soon as possible if these samples will need PAH, Shawna iBiggs Technical Director-Project'Manager AnalySys,Inc. 3512,Montl Dr Austin,TX 78744 E-m Web:httpWwww,anWysysInc.com P'h:(512)385-5886 Fax(512):385-7411 x x as e� a n. r» - - - - ----- - -- - - - - - - - - - - - - - - - - - U w c. CA M i`y CL G Q N h O w C0 .� m x x LL rn � v -T 00 N �' C U i i ,. O O O M M ++ LL � � � � y cnEn � Moo z W 21 .`.+ C C N N N Z Z cc v v ti Q rii m ,� •�.,. .moi 0. Q ❑ ,�,+ x x x x Q, v� ,Cy.' 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LL r Q 'ry �.. mORs .► ux C LLJiC x CL 04 rn U) O O 0 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC From: Carl Telnert�� Subject RE:IPAH Determination PRELIM Aman iFood Mart 2915 3-4-15 Onto: March 4,2015at 10:49,AM TO: Kimberly Rotg Kimberly, No, need to irun any PAH. Carl Carl A. Teinert, Associate Rosengarten, Smith & Associates, Inc. 2222 Western Trai-J.s Blvd. , #3100 Austin, 'TX 78745 51.2-6110-71,05 (direct) 512-"707-10501 (facsimile) or 5853 Leopard St. ,Corpus Christi, Texas 78,408 361-299-2664 (nice) 361-299-2676 (facsimile) 'This electronic mail (including any attachments) may contain information that is privileged, confidential, and/or otherwise protlected from disclosure to anyone oLfter than its intended recipient i(s) . Any dissemination or use Of this electronic email or its contents (including any attachments) by persons other than the intended recipient- (s) is strictly prohibited. If you have received this message in error, please notify me immediately by repl.y email so that I may correct my internal records. Piease delete the original message, (including any attachments) in its entirety. 'Thank You. From Kimberly Rotge [irrlalltqpRw� Sent: Wednesday, March 04, To: Carl Teinert SubJecto. 'PAH Determination (PRELIM Aman Eoodl Mart 2915 3-4-15 4 O a �a a, as 75. -- x Q v - - - - - - - - - - -- o �,. =. LO N U 0 q ———— — — LL LL 00 00 co C%] ❑ .. ... CL v� c + + y cn O O N N N z z v O U 61 Y� cy •> CLJ :� .3i p 7�J N N Q1 C C h a) O ca SO cc m � w Q Q c� O O '� R o. p cc ca ao a p Ca o c o ro o o > a a x � a a a z > $� U " ra Q pp a ra a a o Q o o o o ° o M O d 4 �G M C% f! ✓ cP Q l� b cxa M u N N Cr tiL7 N ry O `O y b O O W G7., '"� U �' 04 ..-i ^d .-� .-+ M p 00 .-� rC"" CIJ Gly Q al W CLl cti .O U "G a> 4-. dp .0 •^, 4S G O G4 C3" u, m +.+ O > „>. YC 7ti U) U 0 Q _N N ,b. t�� O > tY! 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O �' to m rc U �441 N10° z n o �p G' o aoa o `o tL c c c c :. p •— p m w m m v --' ❑ '� eao ❑ ❑ V ou m o V a o E° 0 0 0 o a m a n 3 a a 0 a c `Z a a .c. a C mZ' a m tr U r a C r a ra o cr tJ In z i z o o o g c ❑ a Y V i M E O ism H i S z z z z oO ` > `a \ > > > ❑ ❑ ❑ =' ❑ ami i u bh ti v0 y m E O ±; c M y a _ V R a u 4ti eu c « m d ba o � y C V ; by c e w IOU Z S a E v' d ti e ❑a 13E o0 v u e zoo 0v ° cc 0 v 1 o � C a O a O ` o 5 a a = .°. a O E c c r a �ti} p=� u a p " .ty, q a u cu m L./ Q� �+ _ c m o Qa�J u `�' E a-� �' ° ° E a� E o 'a - w > c o ^¢ m a w c m a a c1 qJ {gCL a o `� E °u c an c ` E O m c E CLn cr Lca :18 ,� f y Nf .O13 tr Ln u4f h u W `' w E _ E c IV CL In a w w n — 04 01 O � 4; a cG E to E E u 3 o E c m a E U O ❑ � u m a L E c U In O V z z z > > J S ° ❑ > o y£- o v o a s °c5' y 2 a �' 93 N In c a ir $ a rn 00 00 O m c a o E a a, _ v In c cr C a s oW) c }h a 0 w w q�� O a v :! w ami a O a .c '4 O �' '4 4 .O U O. ,aN O~ 44 00 ¢ } `w iy ° ° o y O O a°i �, a a b a, � `� O M E O O '� a ty o o a° 0 w %c LL aOq t �n a u �, E c �, u �, � u tea. `�° a E � °rte' �� o a b Qo 4J a CL , E o m CL w E - o Ey o vat o a. c c °tryry tEp au O_ O 1;.. GI) 4/ O. r„ v . v ,, v E < q W t4 N M co r1 vat t'flr1 1n ubj u�j H y H 111 N (n N d N m - t7 '111 W0 I, c0 2:! 01 .`i-1 aN-t 7 Z. U 0 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC ATTACHMENT 18 WASTE DISPOSAL (not yet completed) DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC ATTACHMENT 19 PHOTOGRAPHS DocuSign Envelope ID:OA6E6F28-4048-49F7-9FO1-102BBOCA5DDC r Ah J� y R Photo I: View southwest ofnatural -as line coir-site. Water bins,runs parallel to the t6ic° along the property boundary, Monitor well MW-5 was installed behind shrabbery In photo background. (('AT,02/26/15) �i�il ire�rif�r � l i ! � �y �Y 6 V 6� U n d° u Photo View south-southwest ot"drilling rig being set rip on W-5. Orange flagging notes haCation eats underground telephone cable, (CAT,02/26/15) DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC ATTACHMENT 20A EVALUATION FORMS 0 u LO 0) z 0 c; Z 04 W U) 4� Co W 0 Pj I A-1 kir) vi 44 C) LO < C) Co- o m 5 m 0 16.o 0 LL 42 00 00 cli t 1 LL 2 (D i LU (D < :2 ZO W w 0 0 (1) > C: LU U) :3 L) 0 0 coo On 4. 0 u (i z z Lo >4 CN Z CN z I g I r, F- U) ZL co a- i ."I 40. 0 0 CI- 4tg z z rL'i -C� a z 0 C) LO C) 0 m m 0 c", C42 tg 0 02 LL (D LL, LU U) :3 L) 0 0 DocuSign Envelope ID:OA6E6F28-4048-49F7-9FOl-102BBOCA5DDC Figure 4: Criteria for Natural Attenuation Preference Petroleum Hydrocarbon LPST Groundwater Sites �(* I N Receptor Survey Complete? --o-fDirect survey UY Site assessment adequate to N determine groundwater impact Direct ftu-ther assessment and impact to receptors? UY Recoverable NAPL,or receptors Y Take preventative/abatement actions and/or impacted or immediately remedial actions to address concern threatened(Priorities 1.1-2.4)? Y V Priority 2.5-2.7, Evaluation suggest impact to occur? N Release likely historical N Quick source removal or containment beneficial? in nature? 0 Groundwater gplumZeN Maximum concentrations Y Verify plume stability/abate steady or declining? exceed Category III levels? expansion,natural attenuation Y N Natural Attenuation LPST No. 119540 March 26, 2015 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC ATTACHMENT 20B SITE CLOSURE REQUEST FORM DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC I exas k-.0111111ission on Environmental Quality Remediation Division Correspondence Identification Form SITE&PROGRAM AREA IDENTIFICATION SITE LOCATION REMEDIATION DIVISION PROGRAM AND FACILITY IDENTIFICATION Site Name: Aman'sFood Mart 2 Is This Site Being Managed Under A State Lead Contract? P No Address 1: 3245 S Alameda VT Program Area: I LEAKING PETROLEUM STU RAGE TANK Address 2: Mail Code: MC-137 City: Corpus Christi State: Texas Is This A New Site To This Program Area? E C E I V r— )',:, rv— No Zip Code: 1 78404 CounV: I Nueces LPST No.: 119540 �-O 1 3 2015 TCEQ Region: Region 14-Corpus Christi FACILITY ID No.: 28653 XNTR DOCUMENT(S)IDENTIFICATION PHASE OF REMEDIATION DOCUMENT NAME CLOSURE FINAL SITE CLOSURE(IFSQ REPORT • 2. F 3. -- 4. F 5. 11 CONTACT INFORMATION I attest that all work has been conducted in accordance with accepted industry standards/practices and adhered to TCEQ guidance and rules. I certify that I am aware that misrepresentation of any of the above claims is a violation of 30 TAC 334.453(b)(1)(E)and that this violation may result in the disciplinary actions set forth in 30 TAC 334.453 and or 334.463 and 334.465. RESPONSIBLE PARTY/APPLICANT/CUSTOMER Name: Aman Ullah Company: EZ Stop Inc. Phone Number: 361-548-7643 Fax Number: 361-857-5696 Address 1: 5014 Crosstown Expressway City: Corpus Christi State: TX Zip Code: 78415 Address 2: Email Address: mu_ ENVIRONMENTAL CONSULTANT/REPORT PREPARER/AGENT CAPM: Carl A.Teinert CAPM Reg No.: 00004 Company: Rosengarten,Smnith&Assoc. Phone Number: 512-610-7105 Fax Number: 512-707-0501 Address 1: 2222 Western Trails Blvd City: An-*-- 4z+�fp- Address 2: Suite 300 Email Address: RCAS: Carl=r * ert RCAS Reg No.: 00013 Company: n n,Smith&Assoc. Phone Number: 512-610-7105 Fax Number: 512-707-0501 Email Address: SIGNATURES ,L (LAc kkN LA �I*,> Relponsible Party Date Project Manager Date RCAS Date TCEQ INTERNAL USE ONLY Document No. TCEQ Database Term Document No. TCEQ Database Term 1. FSC 4. 2. 5. 30 AY 2 015 15 TCEQ-20428/Remediation Division Correspondence Identification Form June 2008 M TCEQ LRemediabon Division DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Rosengarten, Smith & Associates Technical Environmental Management 5853 Leopard St. (361)299-2664 Corpus Christi,Texas 78408 Fax:(361)299-2676 May 14,2015 Mr. Dennis Rogers Remediation Division, MC-137 Texas Commission on Environmental Quality P.O. Box 13087 Austin, TX 78711-3087 RSA Project No. 2915 SUBJECT: SITE CLOSURE REPORT AMANIS FOOD MART 2 3245 S ALAMEDA STREET CORPUS CHRISTI,NUECES COUNTY,TEXAS LPST 119540 FACILITY ID NO: 28653 Dear Mr. Rogers: Enclosed is the Site Closure Report (SCR) that Rosengarten, Smith & Associates (RSA) has completed for Mr. Aman Ullah as the responsible party for Aman's Food Mart 2. RSA had the five monitor wells on-site plugged and abandoned by a state-licensed driller and also supervised the removal of all wastes generated during the assessment activities. This report concludes the remedial activities at the site. Mr. Aman understands that this is the final communication concerning this release. Mr. Aman also appreciates your assistance in moving this site to closure. Please contact me by phone at 512-923-7704(cell) or by e-mail at if you have any questions or require additional information. Sincerely, ROSENGARTEN, SMITH&ASSOCIATES REGISTERED CORRECTIVE ACTION SPECIALIST-RCAS00013 Carl A. Teinert, P.G.4174 CAPM00004 cc: Mr.Aman Ullah, EZ Stop Inc.,Corpus Christi,TX TCEQ,Region 14,Corpus Christi, TX DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC MTEXAS COMMISSION ON ENVIRONMENTAL QUALITY PETROLEUM STORAGE TANK FINAL SITE CLOSURE REPORT 7CEO Use this form to provide information on LPST site closure activities after site closure has been authorized. To request authorization for site closure, complete and submit the Site Closure Request Form(TCEQ-0028). Complete All Applicable Blanks: Date: 05/15/15 GENERAL INFORMATION LPST ID No.: 119540 —[Facilityll)No.: 28653 Responsible Party(RP): EZ Stop Inc. RP Address(city,state,zip): 5014 Crosstown Expressway Facility Name: Aman's Food Mart 2 Facility Address(city,state,zip): 3245 S.Alameda Street,Corpus Christi,TX 78404 County:Nueces CLOSURE ACTIVITY Was a remediation system installed? ❑ Yes [K No If yes,provide a description: N/A Was the system removed?N/A ❑ Yes ❑No If no,please explain:N/A What is the intended future use/disposition and location of the system: N/A List the components of the removed system:N/A List any of the remedial system components remaining at the site:N/A Provide a description of site restoration activities: Plugged and abandoned five monitor wells and disposed waste generated during site assessment and site restoration activities. TCEQ-0030(8-31-2009) Pagel oft DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC LPST ID No. 119540 Date: 05/15/15 r r of monitor wells installed at the site: five r of monitor wells plugged: five onitor wells that have not been plugged: ❑Yes®No wells not plugged,please indicate use: N/A ies of the signed State of Texas Well Plugging Reports. stes been properly disposed,treated,or recycled: IzYesE]No If yes,attach documentation, if no,describe current status: See attached manifests Please note that site closure can not be issued until all wastes have been properly disposed. REPORT PREPARATION Project Manager: Carl A.Teinert CAPM No.: CAPM00004 Expiration date: 01/04/2018 Address(city,state,zip):2222 Western Trails Blvd., Suite 300,Austin,TX 78745 Telephone No.: 512.923.7704 Fax No.: 512.707.0501 Signature: C- --eo- 1 Date: 05/14/15 Corrective Action Specialist: Carl A. Teinert CAS No.: RCAS00013 Expiration Date: 10/12/2015 Company: Rosengarten, Smith&Associates Address(city,state,zip):2222 Western Trails Blvd., Suite 300,Austin,TX 78745 Telephone No.: 512.610.7105 Fax No.: 512.707.0501 Signature: � - �— .tlr Date: 05/14/1.5 Responsible Party Contact: Aman U Telephone No.: 361.548.7643 Fax No.: 361.857.5696 Signature: I Date: 05/14/15 Attachments: Docu tion o closure activities,waste disposal or recycling,well plugging reports. TCEQ-0030(8-31-2009) Page 2 of DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC PHOTOGRAPHS �( d✓r� "� m�4'J ill y 00 aor ,. /� err a �!��" �,�� r � ny�^�� ."�•� P y x a 00 M 4 C) o i r �111'1111 �� iii II ��4 i �, II 0 118 m W ry41 t v r LL LL cm 00 C) w LL j%'i ra w /" �� co Acol CL N C W C O) CO O O n u 00 I�. ��y� Lr Y(v f'E�+�y� 0 I ill' ajE Jr n 0 mj 0 9 CD r, U- rn rn v co v O co co N U- cc W O Q O d 0- 0 N C LL C Q) U) 7 O O r) DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC WASTE DISPOSAL DOCUMENTATION DocuSign Envelope ID:OA6E6F28-4048-49F7-9FOl-102BBOCA5DDC at NOO 28575 N2LWHAUARDOUS SPECIAL WASTE MANIFEST GENERATOR Authorized Agent Generating Loccrhon AoMcLn S rddress Phone No. U Phone No. DescrtptiOn of Waste Quantity-Gal Waste Pulled From Ions Open Hole Inside U,S.T 1 55 Gal. Drums L7 Other I hereb,�,certify thcrt the ab6ve named mciterlal Is not a hctzardous waste as defined by 40 CFR Part 261 or any appifcable state law, has been Property described, Classified and Packaged, and is in proper condition for transportation according toiapplicable regulations, TRANSPORTER TNRCC Sludge & Wdter:�,l 955 E.P.A.-I. TXR 00W 14779 TNRCC Ind. & Hc[zardous Transpo rter 23036 Truck No, 77- i Phone No, 1-800-299-7745 Transporter Name_MOVAC. FNVIRONMENTAL Driver Name (Prin Address P.O. BOX 4076 Vehicle License No./State 34 McAllen, 1X 78502 I hereby certify that the above named material was I hereby cerflfy ifiat the above named material was plcked.�Up4the )narator site Nsted above.. delivered w7lt Incident to the destination listed below. WRature I Shipment Date �D er g5f Delivery Date DESTINATION Site Name eV 49— Phone N k.,4;r/ 0. L21JI 19 1 Address I hereby cerfify thatl the above n amed material has been accepted and to the best of my knowledge the foregoing is true and d.ccurate. Name of Authorizo Agent-P16t Sig re Receipt Date Transporter Canary-Treating Fac1fity Gddenrw-Generator's First Co;)y DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Vf,Al", der �;'W' X 17w P -f-4 ao'j -TX lerator's Phone; li- r rransport%er 1-rcom)Many Na 01h .;:5-h ti U.S.EPA ID Number ranaparter 2 Company Nam U.S.EPA 10 Number )esignated Facility Name and Site Adffr—ess I/ejjeZ-(_4e_ja_ U.S.EPA ID Number 4q:; &e ;Z C -7-X MSVV 2,2 (cfl- 9b.U.S.DOT Description(mciuding Proper Shipping Name,Hazard Class,ID Number, 10.Containers 11.Total 12.Unit and Pecking Group(d any)) No. Type Quantity Wt.Nol. 13,Waste Codes 1. P4&\-r0j e-VV--.'- % ^aVA-C_A '!5 LN wo I 3o Z C 00 Z 4. Special Handling Instructions and Additional Informaton tl 10'"0.4e C,t-7 0-,7 4per Alc, jig , GENERATOR's/oFFERows CERTIFICATION: I hereby declare that the contents of this consignment are fully and accurately described above by the proper shipping name,and are classified,packaged, marked and labelecliplacarded,and are in all respects in proper condition fat transport according to applicable international and national governmental regulations.Ifaxport shipment and I am the Primary Exporter,I certify that the contents of this consignment conform to the terms of the attached EPA Acknowledgment of Consent. I Certify that the waste minimization statement identified in 40 CFR 26217(a)(6 1 am a large quantity generator)or(b)(4 1 am a small qua"generator)is true. Itator's/011eror's Printeffyped Name ignatu on Day Year 2 01 1 iternational Shipments 6. F-1 Import W U.S. 1-1 EM)m from N. Port of entryj;/'t porter signature(for exports only): Date leaving U.S.: ul"Wrter Acknowledgment of Receipt of Materials ntedlTyped ignaft Month Day Year- porter 2 PdnWyped Name Signmure Month Day Year screpancy )1screpancy Indication Space Quantity ❑Type Residue ❑Partial Rejecflon FIF.ij Rejection a .Y - Manifest Reference Number. 11 �A A)A'0.16& Itemate i(or Canerator) U.S.EPAID Number e ca W4-� is Phone: e4-- Kd-kii Z4--)4 Ignature of Altam Month Day Year Z/ zarclous Waste Report Managernent Method Codes(i.e.,codes for hazardous waste treatment,disposal,and recycling systems) 1 2. —F 4. 319-ted Facility Owner or Operator.Certification of receipt of hazardous materials covered by the manifest except as noted in Item 18a !Typed—N.. Signa tu Month--Day Year TZ-7 A co 4A /f4- is 1700-2f(Rev.3-05) Previous editions are obsolete. V 11-d DESIGNATED FACILITY TO DESTINATION STATE(IF REQUIRED) DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Cefe Landfill Corpus Christi TX 78415 F"a t 04/28/2015 11:56:23 am Ticket#: 478162 ORIGINAL MANUAL ,_cjer:ar-,.r:nelliee -cure: s: y: CASH-GASH CUSTOMER Tr _b., cashl Trai]ai : Gross Wt: 8.27 Tare Wt: 5.97 Net Wt: 2.30 �t , HYDROCARBON ( 230 Pricy :psi. [:at eria1 �30 $51.75 $119.03 $23.55 MSWSSC Ton 2388 State Fee Tons Total Cost: $145.46 s:laur'r 1 C - ec}: Final CREDIT $145.46 Visa ALL SALES ARE FINAL DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC CITY OF CORPUS CHRISTI-WASTE GENERATOR'S PROFILE SHEET PART A I. GENERATOR NAME:Aman's Food Mart 2 2. FACILITY ADDRESS:3245 South Alameda Street 3. GENERATOR CITY/STATE: Corpus Christi,TX 4. ZIP CODE: 78404 5. GENERATOR USEPA ID: 6. GENERATOR STATE ID: 6. TECHNICAL CONTACT: Carl A.Teinert,RSA 7. PHONE: 361-299-2664 PART B 1. NAME OF WASTE: petroleum(diesel and gasoline)contaminated soil,Class 2,non-hazardous 2. PROCESS GENERATING WASTE: assessment activities for gasoline and diesel release at PST site 3. ANNUAL AMOUNTS: 2 drums 4. WASTE TYPE: diesel-and gasoline-contaminated soil 5. SPECIAL HANDLING INSTRUCTIONS/INFORMATION: use skin protection 6. INCIDENTAL AMOUNTS OF SPECIAL WASTE: none PART C 1. METHOD OF SHIPMENT: E]Bulk Liquid OBulk Sludge ®Bulk Solid [Z]Drum/Box 0Other: 2. SUPPLEMENTAL SHIPPING INFORMATION: 3. REPORTABLE QUANTITY: PART D TECHNICAL MANAGER DECISION (to be completed by the city) PART ®DISAPPROVED OADDITIONAL INFORMATION NEEDED If Disapproved,Explain: If Approved,Continue: 5jjP ro 1. Management method(s): 2. Precautions,conditions,or Lk r)41-0-- )kill Limitations on approval: Tech.Mgr.Sigtato ce: Name(Print):Date: 14 Date: E -PHYSICAL CHARACTERISTICS OF WASTE 1. COLOR:- tan and grey 2. ODOR: sliabt hydrocarbon rZ" 3- PHYSICAL STATE(@ 709 F/2 I OC: L..&jSolid F—]Semi-Solid OLiquid OPowder Other: 4. LAYERS: F-1 5. SPECIFIC GRAVITY: Range N/A 6. FREE LIQUIDS: 7. pH: []:S-2 [:]>2-4 [:]4-7 [:]7 []7-10 010< 12.5 ' [:]R:12.5 ®RangeIA 8. FLASH POINT: QX None <140 OF/600C 140-199OF/60-900C >200OF/930C Closed cup !2pen cup DocuSign Envelope ID:OA6E6F28-4048-49F7-9FO1-102BBOCA5DDC CITY OF CORPUS CHRISTI-WASTE GENERATOR'S PROFILE SHEET PART F -CHEMICAL COMPOSITION RANGE(MIN-MAX) 1. Heterogeneous combination of different types of soil TPH — 0.0008 % soil -- 99.9992 % Total. 100 2. Does the waste contain any of the following? (provide concentration if known): X NO or MLESS THAN or ACTUAL PCB's <50 ppm ppm Cyanides <30 ppm ppm Sulfides <500 ppm _Ppm Please Note: Unless analytical notes are attached,the chemical composition identification should include at a minimum,Arsenic,Barium,Cadmium,Chromium,Lead,Mercury.Selenium,Silver,Pesticides,Herbicides,and any other TCLP constituents that may be present in the waste.The total concentration must be greater than or equal to 100%.(.0001%=1 ppm or 1 mg/1) Indicate method used to determine cont sition(if provided): ❑NO X TOTAL OTHER: PART G -SAMPLING SOURCE(e.g.,Drum,Lagoon,Pit,Pond,Tank,Vat): drill cuttings PART K -REPRESENTATIVE SAMPLE CERTIFICATION I. PRINT SAMPLER'S NAME: Ramona.Iosefczyk 2. SAMPLE DATE: 02/26/15 3. SAMPLER'S TITLE: Geologist 4. SAMPLER'S EMPLOYER(if other than generator): RSA The sampler's signature certifies that any sample submitted is representative of the waste described above Pursuant to 40 CFR 261.20 CD or equivalent rules. 5. SAMPLER'S SIGNATURE: `— PART I -GENERATOR CERTIFICATION By signing this profile sheet,the generator certifies: 1. This waste is not a"Hazardous Waste"as defined by USEPA or 30 TACC. 2. This waste does not contain regulated radioactive materials or regulated concentrations of PCB's(Polychlorinated Biphenyls). 3. The information provided on this sheet and the attachments is a true and accurate description of the waste material. All relevant information regarding known or suspected hazards in the possession of the generator has been disclosed. 4. The generator has read and understands the Definition of Special Waste included in the instructions form. 5. The analytical data presented herein or attached hereto were derived from testing a representative same taken in accordance with 40 CFR 26120©or equivalent rules. 6. If any changes occur in the character of the waste,the generator shall notify the City of Corpus Christi,prior to its delivery to the Cefe Valenzuela Landfill MSW Permit No.2269 7. SIGNATURE: Co�+ 4_0 *: 8. TITLE: Project Manager 9. NAME(Type or Print): Carl A.Teinert 10. DATE: 04/14//15 2 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC STATE PLUGGING REPORTS DocuSign Envelope ID:OA6E6F28-4048-49F7-9FOl-102BBOCA5DDC .-._jng RepW:Tracking#102M STATE OF TEXAS PLUGGING REPORT for Tracking #102223 Owner: Mr.Aman Ullah Owner Well#: MW-11 Address: 3246 S.Alameda St. Grid#: 83-13-9 Corpus Christi,TX Well Location: 3246 S Alameda St. Latitude: 270 45' 16" N Corpus Christi,TX Well County: Nueces Longitude: 0970 23'21 W GPS Brand Used: No Data Well Type: Monitor HISTORICAL DATA ON WELL TO BE PLUGGED Original Well No Data Driller: Drillers License No Data Number of Original Well Driller Date Well Drilled: No Data Well Report No Data Tracking Number: Diameter of 10.0 inches Borehole: Total Depth of 20.0 feet Borehole: Date Well 5/812015 Plugged: Person Actually Craig Schena Performing Plugging Operation: License Number 4694 of Plugging Operator: Plugging Method: Pour In 318 bentonite chips when standing water In well is less than 100 feet in depth,cement top 2 feet. Plugging No Data Variance#: Casing Left Data: 1 st Interval:4.0 inches diameter,From 0.0 ft to 0.0 I 2nd Interval:No Data 3rd Interval: No Data Cement(Bentonite 1 st Interval: From 20.0 ft to 0.0 ft; Sack(s)/type of cement used: 2.011bentonite Plugs Placed in 2nd Interval: No Data Well: 3rd Interval: No Data 4th Interval:No Data http:tttexaswejlrwoft.twdb.teom.gov/drillers-nL-w/pitiggingreportpririLasp?track=l 1/2 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC J TGV IJ . ..Ong Report:Tracking#.102723 5th Interval:No Data Certification Data: The plug installer certified that the plug installer plugged this well (or the well was plugged under the plug installer's direct supervision)and that each and all of the statements herein are true and correct. The plug installer understood that failure to complete the required items will result in the log(s)being returned for completion and resubmittal. Company EnviroCore,Inc. Information: 7525 Idle Hour Dr. Corpus Christi,TX 78414 Plug Installer 4694 License Number: Licensed Plug Craig Schena Installer Signature: Registered Plug No Data Installer Apprentice Signature: Apprentice No Data Registration Number: Plugging Method No Data Comments: Please include the plugging report's tracking number(Tracking#102223)on your written request. Texas Department of Licensing&Regulation P.O.Box 12157 Austin,TX 78711 (512)463-7880 httpJ/texaswellreports.twdb.tem.gov/drillers-newlpiuggingrep inLasp?track=102223 212 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC ung Report:Tracking#.102224 STATE OF TEXAS PLUGGING REPORT for Tracking #102224 Owner: Mr.Aman Ullah Owner Well#: MW-2 Address: 3245 S.Alameda St. Grid#: 83-13-9 Corpus Christ!,TX Well Location: 3245 S Alameda St. Latitude: 27°45' 16"N Corpus Christ!,TX Well County: Nueces Longitude: 0970 23'21"W GPS Brand Used: No Data Well Type: Monitor HISTORICAL DATA ON WELL TO BE PLUGGED Original Well No Data Driller: Driller's License No Data Number of Original Well Driller: Date Well Drilled: No Data Well Report No Data Tracking Number: Diameter of 10.0 inches Borehole: Total Depth of 20.0 feet Borehole: Date Well 5/8/2015 Plugged: Person Actually Craig Schena Performing Plugging Operation: License Number 4694 of Plugging Operator: Plugging Method: Pour in 3/8 bentonite chips when standing water in well is less than 100 feet in depth,cement top 2 feet. Plugging No Data Variance#: Casing Left Data: 1 st Interval:4.0 inches diameter,From 0.0 ft to 0.0 ft 2nd Interval:No Data 3rd Interval: No Data CementBentonite 1 st Interval:From 20.0 ft to 0.0 ft;Sack(s)/type of cement used:2.0/bentonfte Plugs Placed in 2nd Interval:No Data Well: 3rd Interval: No Data 4th Interval:No Data hVIttexaswdireports.twdb.texas.gov/drillers-new/pIuggingrepalprinLasp?track=102224 112 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC ar iqfcu 10 r,uW'ng Report:Tracking*107124 5th Interval:No Data Certification Data: The plug installer certified that the plug installer plugged this well (or the well was plugged under the plug installer's direct supervision)and that each and all of the statements herein are true and correct. The plug installer understood that failure to complete the required items will result in the log(s)being returned for completion and resubmittal. Company EnviroCore,Inc. Information: 7525 Idle Hour Dr. Corpus Christ!,TX 78414 Plug Installer 4694 License Number: Licensed Plug Craig Schena Installer Signature: Registered Plug No Data Installer Apprentice Signature: Apprentice No Data Registration Number: Plugging Method No Data Comments: Please include the plugging report's tracking number(Tracking#102224)on your written request. Texas Department of Licensing&Regulation P.O.Box 12157 Austin,TX 78711 (512)463-7880 httpl/texaswellreports.twdb.texas.gov/drillers-row/duggirKjeWVint.asp?track=102224 212 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Ong Report:Tracking#10M5 STATE OF TEXAS PLUGGING REPORT for Tracking #102225 Owner: Mr.Aman Ullah Owner Well MW-3 Address: 3245 S.Alameda St. Grid#: 83-13-9 Corpus Christi,TX Well Location: 3245 S Alameda St. Latitude: 270 45'16"N Corpus Christi,TX Well County: Nueces Longitude: 0970 23'21"W GPS Brand Used: No Data Well Type: Monitor HISTORICAL DATA ON WELL TO BE PLUGGED Original Well No Data Driller: Driller's License No Data Number of Original Well Driller: Date Well Drilled: No Data Well Report No Data Tracking Number: Diameter of 10.0 Inches Borehole: Total Depth of 20.0 feet Borehole: Date Well 518/2015 Plugged: Person Actually Craig Schena Performing Plugging Operation: License Number 4694 of Plugging Operator: Plugging Method: Pour in 3/8 bentonite chips when standing water in well is less than 100 feet in depth,cement top 2 feet. Plugging No Data Variance#: Casing Left Data: 1 st Interval:4.0 inches diameter,From 0.0 ft to 0.0 ft 2nd Interval:No Data 3rd Interval: No Data CernentlBentonite 1 st Interval:From 20.0 ft to 0.0 ft;Sack(s)/type of cement used:2.0/bentonite Plugs Placed in 2nd Interval:No Data Well: 3rd Interval: No Data 4th Interval:No Data tto:tttexaswellreports.twc[t).texas.gov/drillers-riew/pluggirigrepaVinLaspVack=102225 1/2 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC _jng Report:Tracking#102225 5th Interval:No Data Certification Data: The plug installer certified that the plug installer plugged this well(or the well was plugged under the plug installer's direct supervision)and that each and all of the statements herein are true and correct. The plug installer understood that failure to complete the required items will result in the log(s)being returned for completion and resubmittal. Company EnviroCore,Inc. Information: 7525 Idle Hour Dr. Corpus Christi,TX 78414 Plug Installer 4694 License Number: Licensed Plug Craig Schena Installer Signature: Registered Plug No Data Installer Apprentice Signature: Apprentice No Data Registration Number: Plugging Method No Data Comments: Please include the plugging reports tracking number(Tracking#102226)on your written request. Texas Department of Licensing&Regulation P.O.Box 12167 Austin,TX 78711 (612)463-7880 httpl/texaswellreports.twclb.texas.gov/drillers-row/plu,ggingreportprinLasp?track=l 2t2 DocuSign Envelope ID:OA6E6F28-4048-49F7-9FOl-102BBOCA5DDC _jng RePCO:Tracking#.102M STATE OF TEXAS PLUGGING REPORT for Tracking #102226 Owner: Mr.Aman Ullah Owner Well MW-4 Address: 3245 S.Alameda St. Grid#: 83-13-9 Corpus Christi,TX Well Location: 3245 S Alameda St. Latitude: 270 45*16"N Corpus Christi,TX Well County: Nueces Longitude: 0970 23'21"W GPS Brand Used: No Data Well Type: Monitor HISTORICAL DATA ON WELL TO BE PLUGGED Original Well No Data Driller: Driller's License No Data Number of Original Well Driller: Date Well Drilled: No Data Well Report No Data Tracking Number: Diameter of 10.0 Inches Borehole: Total Depth of 20.0 feet Borehole: Date Well 51812015 Plugged: Person Actually Craig Schena Performing Plugging Operation: License Number 4694 of Plugging Operator: Plugging Method: Pour in 3/8 bentonite chips when standing water in well is less than 100 feet in depth,cement top 2 feet Plugging No Data Variance#: Casing Left Data: 1 st Interval:4.0 inches diameter,From 0.0 ft to 0.0 ft 2nd Interval: No Data 3rd Interval: No Data CementlBentonite 1 st Interval: From 20.0 ft to 0.0 ft;Sack(s)/type of cement used: 2.0/bentonite Plugs Placed in 2nd Interval:No Data Well: 3rd Interval: No Data 4th Interval:No Data hhpJ/texaswellreports.twdb.texas.gov/drillers-new/pluggingreportprintasp?track=1 1/2 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC _jng Report:Tracking#102226 5th Interval:No Data Certification Data: The plug installer certified that the plug installer plugged this well(or the well was plugged under the plug installer's direct supervision)and that each and all of the statements herein are true and correct. The plug installer understood that failure to complete the required items will result in the log(s)being returned for completion and resubmittal. Company EnviroCore,Inc. Information: 7525 Idle Hour Dr. Corpus Christi,TX 78414 Plug Installer 4694 License Number: Licensed Plug Craig Schena Installer Signature: Registered Plug No Data Installer Apprentice Signature: Apprentice No Data Registration Number: Plugging Method No Data Comments: Please include the plugging reports tracking number(Tracking#102226)on your written request. Texas Department of Licensing& Regulation P.O.Box 12157 Austin,TX 78711 (512)463-7880 http://taxaswellreports.tvvdb.texas.gov/drillers-rew/pluggingreportprintasp?track=IOZM 2/2 DocuSignEnvelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC yngReport:Tracking#.102227 STATE OF TEXAS PLUGGING REPORT for Tracking #102227 Owner: Mr.Aman Ullah Owner Well#: MW-5 Address: 3245 S.Alameda St. Grid#: 83-13-9 Corpus Christ!,TX Well Location: 3245 S Alameda St. Latitude: 270 45' 16" N Corpus Christi,TX Well County: Nueces Longitude: 0970 23'21 W GPS Brand Used: No Data Well Type: Monitor HISTORICAL DATA ON WELL TO BE PLUGGED Original Well Craig Schena Driller: Driller's License 4694 Number of Original Well Driller: Date Well Drilled: 2/26/2015 Well Report 389850 Tracking Number: Diameter of 8.0 Inches Borehole: Total Depth of 20.0 feet Borehole: Date Well 5/8/2015 Plugged: Person Actually Craig Schena Performing Plugging Operation: License Number 4694 of Plugging Operator: Plugging Method: Pour in 3/8 bentonite chips when standing water in well is less than 100 feet in depth,cement top 2 feet. Plugging No Data Variance#: Casing Left Data: 1 st Interval:2.0 inches diameter,From 0.0 ft to 0.0 ft 2nd Interval:No Data 3rd Interval: No Data CementBentonite 1 st Interval:From 20.0 ft to 0.0 ft;Sack(s)/type of cement used: 1.0/bentonite Plugs Placed in 2nd Interval:No Data Well: 3rd Interval: No Data 4th Interval:No Data hVJ/texaaswellreports.twcb.texa5.gov/drillers-new/pluggingrepovinLasp?track=107127 112 Doc.u.S�ign,.E.,nvelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC ..,ng ReportReport:Tracking 5th Interval:No Data Certification Data: The plug installer certified that the plug installer plugged this well (or the well was plugged under the plug installer's direct supervision)and that each and all of the statements herein are true and correct. The plug installer understood that failure to complete the required items will result in the log(s)being returned for completion and resubmittal. Company EnviroCore,Inc. Information: 7525 Idle Hour Dr. Corpus Christ!,TX 78414 Plug Installer 4694 License Number: Licensed Plug Craig Schena Installer Signature: Registered Plug No Data Installer Apprentice Signature: Apprentice No Data Registration Number: Plugging Method No Data Comments: Please include the plugging report's tracking number(Tracking#102227)on your written request. Texas Department of Licensing&Regulation P.O.Box 12157 Austin,TX 78711 (512)463-7880 t J/taaswellreports.twdb.texas.gov/drillers-r%Lw/oLiggirigreportprinLasp?track=102227 2/2 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC South Alameda Street Roadway Improvement Project(2020 Bond) Phase I Environmental Site Assessment City of Corpus Christi December 2021 ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Vm yr ,� J ri Photo 1.Representative photo of dumpster < at Peerless Cleaner, further north from Project Area, facing north (latitude 27.767180, longitude-97.39076°). (r� Iii /%lel . Is; y M r, Photo 2. Representative photo of gas meter at Peerless Cleaner, further north r; from Project Area, facing northeast(latitude 27.76726°, longitude-97.39075°). I Photo 3. Representative photo of dumpster area, pavement stains, and strong odors at Incarnate Word Academy, facing north (latitude 27.76332°, longitude- rY 97.392140). f tY w 7 w ra �l rr, r qi 4 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC South Alameda Street Roadway Improvement Project(2020 Bond) Phase I Environmental Site Assessment City of Corpus Christi December 2021 ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... / Photo 4. Representative photo of square- like storage unit at the parking lot of Incarnate Word Academy, facing south (latitude 27.762980,longitude-97.39213°). ,,rw r Photo 5. Representative photo of protruding PVC pipe covered by a rock-like cover in the Project Area at Special Hearts in the Arts, facing northwest (latitude 27.758750, longitude-97.39108°). 1 Photo 6. Representative photo of PVC sewer clean-out access points PVC adjacent to a residential property opposite to H-E-B store, facing east (latitude 27.75852°, longitude-97.39079°). 5 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC South Alameda Street Roadway Improvement Project(2020 Bond) Phase I Environmental Site Assessment City of Corpus Christi December 2021 ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Photo 7. Representative photo of H-E-13 Gas Station within Project Area, facing northwest (latitude 27.75778°, longitude - %�°` 97.391000). i rc, �A Photo 8. Representative photo of Car U Wash at H-E-B within Project Area, facing southwest (latitude 27.75787°, longitude - T 97.39128°). /r��i�c i�r�i rfd�✓>>/�/��r//gip`�L��%/�� a aid o Photo 9. Representative photo of UST AT Yf5 jrt. F11f � H-E-B within Project Area, facing j 9 west (latitude 27.75778°,longitude-97.39100°). 6 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC South Alameda Street Roadway Improvement Project(2020 Bond) Phase I Environmental Site Assessment City of Corpus Christi December 2021 ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... rr�J Photo 10. Representative photo of Take 5 Oil change business within Project Area, facing southeast (latitude 27.75715°, longitude -97.390080). y'(F y r La k �M�rli n��rr a✓,,��_ t� Photo 11. Representative photo of irrigation control valves at Take 5 Oil rcri d �Gy""/ change business within Project Area, facing east (latitude 27.756920, longitude - ° 97.38992-). ��i� � �rC fM� 1"a�;f�✓ r v��✓��r�rr�m�y✓ r n h ,�"��F'�rs w ��i✓j /¢r✓Da� r � s �o�9P7 w hT r4�F✓ 1 � Pr i'r ��„ �r�l ✓0�� ti � ',�l�i°ir tlw'4✓n��; rr s } ,r �i i✓��i o y�� Photo 12. Representative photo of rusted /i/,,,,/✓f, ��lr� ✓,,,� ,� / �/� elevated transformer in the vicinity of the , � � ,�, r' �'✓� r r Project Area, facing east (latitude 27.75589°, longitude-97.38920°). 7 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC South Alameda Street Roadway Improvement Project(2020 Bond) Phase I Environmental Site Assessment City of Corpus Christi December 2021 ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Photo 13. Representative photo of pole- mounted transformers along the Project Area, facing southeast(latitude 27.75494', longitude -97.388160). , r Photo 14. Representative photo of WB Liquors store instead of cleaner in Project Area, facing northwest (latitude 27.755070 , longitude -97.389420). Photo 15. Representative photo of water backflow preventer near CVS, facing south (latitude 27.75617',longitude-97.39076'). a DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC South Alameda Street Roadway Improvement Project(2020 Bond) Phase I Environmental Site Assessment City of Corpus Christi December 2021 ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... ��✓%ill/✓ , �, Oi, Photo 16. Representative photo of radio/phone communication tower in the vicinity of the Project Area, facing west (latitude 27.75498 ,longitude-97.390140). jib,^ � �m�' � ��li'�� r'�n�q��'r '✓� F�✓N'�rN��r E vx �� ✓x r�11S' rr ra ix !�✓r� y �J1��"��i" r �°�A hd 41>I 1.✓�P i A�A �Ir�' �i r r 4 Ii31�ia'�� d,�l�l p 1"1�r r'/'f APv' r �f x �I��wr�/r '4n"�� 7V M1,'� /✓r� ,wi' 4 �i��!✓97� &�!��r �r if, +5°Ari�kr � ✓✓' i it m,�d rro ✓ l fir" i r {'"",�P .,� ,1 �' ,Afr r� Ilk��fuf^�u � ✓ t xmr v a �w �'° u i 1 Photo 17. Representative photo of water shut off valves adjacent to S Alameda ✓� ,�p r � �� Ain r �n� � � A Street, facing southeast (latitude wY�iu;lx, k' IYCG�r��,f✓ a ^ 27.75594o, longitude-97.389580). n rig �� ,��"�,�,� � �� ,;��s� ,� x ✓� F��d r"�h Cgsg,,, :'� � '�"��yfM� d�✓''N�"`d r��'P Sx .�pg7� fP"y'n 'f w v rnI I E t' /r�i1 H3 r F 1�� 9 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC South Alameda Street Roadway Improvement Project(2020 Bond) Phase I Environmental Site Assessment City of Corpus Christi December 2021 ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... res Photo 18. Representative photo of half pole resting on cable lines at Texan Trail q qq traffic light intersection in the Project Area, �o facing southeast (latitude 27.75454°, longitude -97.38865°). r � I AIN Photo 19. Representative photo of diesel container outside of parking garage 4' adjacent to Texan Trail at Corpus Christi Medical Center Doctors Regional, facing south (latitude 27.754020, longitude - '//' %ii✓✓✓,,j '✓, , ✓✓ 97.38913-). 10 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC South Alameda Street Roadway Improvement Project(2020 Bond) Phase I Environmental Site Assessment City of Corpus Christi December 2021 ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... l f��as r C Photo 20. Representative photo of underground valve/door opening at St. Patrick School in the vicinity of the Project Area, facing south (latitude 27.75372°, longitude -97.38630°). 11 DocuSign Envelope ID:OA6E6F28-4048-49F7-9FOI-102BBOCA5DDC City of Corpus Christi Alameda 02SPLAMEDA ST CORPUS CHaiSil, Tx 70404 Inquiry Number: 67450572s November 10, 2021 VIII i:ll III ILII 1 II DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC TABLE OF CONTENTS SECTION PAGE Executive Summary----------------------------------------------------. ES1 Overview Map--------------------------------------------------------- 2 DetailMap------------------------------------------------------------ 3 Map Findings Summary-------------------------------------------------- 4 MapFindings--------------------------------------------------------- 8 Orphan Summary------------------------------------------------------ 152 Government Records Searched/Data Currency Tracking------------------------- GR-1 GEOCHECK ADDENDUM Physical Setting Source Addendum----------------------------------------- A-1 Physical Setting Source Summary------------------------------------------ A-2 Physical Setting SSURGO Soil Map----------------------------------------- A-5 Physical Setting Source Map---------------------------------------------- A-8 Physical Setting Source Map Findings--------------------------------------- A-10 Physical Setting Source Records Searched----------------------------------- PSGR-1 Thank you for your business. Please contact EDR at 1-800-352-0050 with any questions or comments. Disclaimer-Copyright and Trademark Notice This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources,Inc. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources.NO WARRANTY EXPRESSED OR IMPLIED,IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT.ENVIRONMENTAL DATA RESOURCES,INC.SPECIFICALLY DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES,INCLUDING WITHOUT LIMITATION, MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE.ALL RISK IS ASSUMED BY THE USER.IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES,INC.BE LIABLE TO ANYONE,WHETHER ARISING OUT OF ERRORS OR OMISSIONS,NEGLIGENCE, ACCIDENT OR ANY OTHER CAUSE,FOR ANY LOSS OF DAMAGE,INCLUDING,WITHOUT LIMITATION,SPECIAL,INCIDENTAL, CONSEQUENTIAL,OR EXEMPLARY DAMAGES.ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES,INC.IS STRICTLY LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT.Purchaser accepts this Report"AS IS".Any analyses,estimates, ratings, environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only,and are not intended to provide, nor should they be interpreted as providing any facts regarding,or prediction or forecast of,any environmental risk for any property. Only a Phase I Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any property.Additionally,the information provided in this Report is not to be construed as legal advice. Copyright 2020 by Environmental Data Resources, Inc.All rights reserved. Reproduction in any media or format, in whole or in part,of any report or map of Environmental Data Resources,Inc.,or its affiliates,is prohibited without prior written permission. EDR and its logos(including Sanborn and Sanborn Map)are trademarks of Environmental Data Resources, Inc.or its affiliates.All other trademarks used herein are the property of their respective owners. TC6745457.2s Page 1 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC EXECUTIVE SUMMARY A search of available environmental records was conducted by Environmental Data Resources, Inc(EDR). The report was designed to assist parties seeking to meet the search requirements of EPA's Standards and Practices for All Appropriate Inquiries (40 CFR Part 312), the ASTM Standard Practice for Environmental Site Assessments (E 1527-13), the ASTM Standard Practice for Environmental Site Assessments for Forestland or Rural Property (E 2247-16), the ASTM Standard Practice for Limited Environmental Due Diligence:Transaction Screen Process(E 1528-14)or custom requirements developed for the evaluation of environmental risk associated with a parcel of real estate. TARGET PROPERTY INFORMATION ADDRESS 3102 S ALAMEDA ST CORPUS CHRISTI,TX 78404 COORDINATES Latitude(North): 27.7586500-27°45' 31.14" Longitude(West): 97.3908340-97° 23'27.00" Universal Tranverse Mercator: Zone 14 UTM X(Meters): 658583.2 UTM Y(Meters): 3071334.0 Elevation: 30 ft. above sea level USGS TOPOGRAPHIC MAP ASSOCIATED WITH TARGET PROPERTY Target Property Map: 12682739 CORPUS CHRISTI,TX Version Date: 2019 Northeast Map: 12682795 PORTLAND, TX Version Date: 2019 Southeast Map: 12682783 OSO CREEK NE, TX Version Date: 2019 Southwest Map: 12682785 OSO CREEK NW,TX Version Date: 2019 AERIAL PHOTOGRAPHY IN THIS REPORT Portions of Photo from: 20140504 Source: USDA TC6745457.2s EXECUTIVE SUMMARY 1 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC F- MAPPED SITES SUMMARY Target Property Address: 3102 S ALAMEDA ST CORPUS CHRISTI,TX 78404 Click on Map ID to see full detail. MAP RELATIVE DIST(ft. &mi.) ID SITE NAME ADDRESS DATABASE ACRONYMS ELEVATION DIRECTION Al CVS PHARMACY 2328 3205 S ALAMEDA ST RCRA-VSQG, FINDS, ECHO Higher 1 ft. A2 CVS PHARMACY 2328 3205 S ALAMEDA ST Ind. Haz Waste Higher 1 ft. B3 HEB 413 3133 S ALAMEDA ST UST, Financial Assurance Higher 1 ft. B4 HEB 413 3133 S ALAMEDA ST LPST Higher 1 ft. C5 1.89 CLEANERS 3237 S ALAMEDA ST DRYCLEANERS Higher 1 ft. C6 DAVIDSONS GULF 3245 SOUTH ALAMEDA EDR Hist Auto Higher 1 ft. C7 AMANS FOOD MART 2 3245 S ALAMEDA ST LPST, UST, ENF, Financial Assurance Higher 1 ft. C8 1 89 CLEANERS 3237 S ALAMEDA ST EDR Hist Cleaner Higher 1 ft. 9 MCMINN&COMPANY 3230 RIED DR STE 1 EDR Hist Auto Higher 370,0.070,South D10 CORPUS CHRISTI MEDIC 3315 S ALAMEDA ST RCRA-LQG Lower 387,0.073,SSE D11 CORPUS CHRISTI MEDIC 3315 S ALAMEDA ST Ind. Haz Waste Lower 387,0.073,SSE D12 HCA DOCTORS REGIONAL 3315 S ALAMEDA ST UST,ASBESTOS, Financial Assurance Lower 387,0.073,SSE 13 PMI 7 3365 S ALAMEDA ST UST, Financial Assurance Lower 884,0.167,SSE 14 AFFORDABLE DETAIL 2806 SANTA FE ST LPST, UST, DRYCLEANERS,COMP HIST Higher 2192,0.415, North 6745457.2s Page 2 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC EXECUTIVE SUMMARY TARGET PROPERTY SEARCH RESULTS The target property was not listed in any of the databases searched by EDR. DATABASES WITH NO MAPPED SITES No mapped sites were found in EDR's search of available ("reasonably ascertainable ") government records either on the target property or within the search radius around the target property for the following databases: STANDARD ENVIRONMENTAL RECORDS Federal NPL site list NPL--------------------------- National Priority List Proposed NPL---------------- Proposed National Priority List Sites NPL LIENS-------------------. Federal Superfund Liens Federal Delisted NPL site list Delisted NPL------------------ National Priority List Deletions Federal CERCLIS list FEDERAL FACILITY---------- Federal Facility Site Information listing SEMS------------------------- Superfund Enterprise Management System Federal CERCLIS NFRAP site list SEMS-ARCHIVE-------------- Superfund Enterprise Management System Archive Federal RCRA CORRACTS facilities list CORRACTS------------------ Corrective Action Report Federal RCRA non-CORRACTS TSD facilities list RCRA-TSDF------------------ RCRA-Treatment, Storage and Disposal Federal RCRA generators list RCRA-SQG------------------- RCRA-Small Quantity Generators Federal institutional controls/engineering controls registries LUCIS------------------------- Land Use Control Information System US ENG CONTROLS--------- Engineering Controls Sites List US INST CONTROLS--------. Institutional Controls Sites List Federal ERNS list ERNS------------------------- Emergency Response Notification System TC6745457.2s EXECUTIVE SUMMARY 3 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC EXECUTIVE SUMMARY State-and tribal-equivalent NPL SHWS------------------------. State Superfund Registry State and tribal landfill and/or solid waste disposal site lists SWF/LF----------------------- Permitted Solid Waste Facilities CLI---------------------------- Closed Landfill Inventory DEBRIS----------------------- DEBRIS WASTE MGMT--------------- Commercial Hazardous&Solid Waste Management Facilities State and tribal leaking storage tank lists INDIAN LUST----------------- Leaking Underground Storage Tanks on Indian Land State and tribal registered storage tank lists FEMA UST-------------------- Underground Storage Tank Listing AST--------------------------- Petroleum Storage Tank Database INDIAN UST------------------ Underground Storage Tanks on Indian Land State and tribal institutional control/engineering control registries AUL--------------------------- Sites with Controls State and tribal voluntary cleanup sites INDIAN VCP------------------ Voluntary Cleanup Priority Listing VCP---------------------------Voluntary Cleanup Program Database State and tribal Brownfields sites BROWNFIELDS-------------- Brownfields Site Assessments ADDITIONAL ENVIRONMENTAL RECORDS Local Brownfield lists US BROWNFIELDS----------.A Listing of Brownfields Sites Local Lists of Landfill/Solid Waste Disposal Sites SWRCY----------------------- Recycling Facility Listing INDIAN ODI------------------- Report on the Status of Open Dumps on Indian Lands DEBRIS REGION 9----------- Torres Martinez Reservation Illegal Dump Site Locations ODI--------------------------- Open Dump Inventory IHS OPEN DUMPS----------- Open Dumps on Indian Land Local Lists of Hazardous waste/Contaminated Sites US HIST CDL----------------- Delisted National Clandestine Laboratory Register CDL--------------------------- CDL PRIORITYCLEANERS-------- Dry Cleaner Remediation Program Prioritization List TC6745457.2s EXECUTIVE SUMMARY 4 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC EXECUTIVE SUMMARY DEL SHWS------------------- Deleted Superfund Registry Sites US CDL----------------------- National Clandestine Laboratory Register CENTRAL REGISTRY-------- CENTRAL REGISTRY PFAS-------------------------. PFAS Contamination Site Location Listing Local Lists of Registered Storage Tanks NON REGIST PST------------ Petroleum Storage Tank Non Registered Local Land Records HIST LIENS------------------- Environmental Liens Listing LIENS------------------------- Environmental Liens Listing LIENS 2----------------------- CERCLA Lien Information Records of Emergency Release Reports HMIRS------------------------ Hazardous Materials Information Reporting System SPILLS------------------------ Spills Database SPILLS 90-------------------- SPILLS 90 data from FirstSearch SPILLS 80-------------------- SPILLS 80 data from FirstSearch Other Ascertainable Records RCRA NonGen/NLR--------- RCRA- Non Generators/No Longer Regulated FUDS------------------------- Formerly Used Defense Sites DOD-------------------------- Department of Defense Sites SCRD DRYCLEANERS------_ State Coalition for Remediation of Drycleaners Listing US FIN ASSUR--------------- Financial Assurance Information EPA WATCH LIST------------ EPA WATCH LIST 2020 COR ACTION----------- 2020 Corrective Action Program List TSCA------------------------- Toxic Substances Control Act TRIS-------------------------- Toxic Chemical Release Inventory System SSTS-------------------------. Section 7 Tracking Systems ROD-------------------------- Records Of Decision RMP-------------------------- Risk Management Plans RAATS------------------------ RCRA Administrative Action Tracking System PRP--------------------------- Potentially Responsible Parties PADS------------------------- PCB Activity Database System ICIS--------------------------- Integrated Compliance Information System FTTS-------------------------- FIFRA/TSCA Tracking System-FIFRA(Federal Insecticide, Fungicide, & Rodenticide Act)/TSCA(Toxic Substances Control Act) MLTS------------------------- Material Licensing Tracking System COAL ASH DOE-------------- Steam-Electric Plant Operation Data COAL ASH EPA-------------- Coal Combustion Residues Surface Impoundments List PCB TRANSFORMER------- PCB Transformer Registration Database RADINFO--------------------- Radiation Information Database HIST FTTS-------------------- FIFRA/TSCA Tracking System Administrative Case Listing DOT OPS--------------------- Incident and Accident Data CONSENT-------------------- Superfund (CERCLA)Consent Decrees INDIAN RESERV------------- Indian Reservations FUSRAP---------------------- Formerly Utilized Sites Remedial Action Program UMTRA----------------------- Uranium Mill Tailings Sites LEAD SMELTERS------------ Lead Smelter Sites US AIRS---------------------- Aerometric Information Retrieval System Facility Subsystem TC6745457.2s EXECUTIVE SUMMARY 5 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC EXECUTIVE SUMMARY US MINES-------------------- Mines Master Index File ABANDONED MINES--------.Abandoned Mines FINDS------------------------. Facility Index System/Facility Registry System DOCKET HWC---------------. Hazardous Waste Compliance Docket Listing UXO--------------------------- Unexploded Ordnance Sites ECHO------------------------- Enforcement&Compliance History Information FUELS PROGRAM----------- EPA Fuels Program Registered Listing AIRS-------------------------- Current Emission Inventory Data APAR------------------------- Affected Property Assessment Report Site Listing ASBESTOS------------------- ASBESTOS COAL ASH-------------------- Coal Ash Disposal Sites ED AQUIF--------------------. Edwards Aquifer Permits ENF--------------------------- Notice of Violations Listing Financial Assurance----------. Financial Assurance Information Listing GCC-------------------------- Groundwater Contamination Cases IOP---------------------------. Innocent Owner/Operator Program LEAD------------------------- LEAD MSD-------------------------- Municipal Settings Designations Database NPDES-----------------------. NPDES Facility List RWS-------------------------- Radioactive Waste Sites TIER 2------------------------ Tier 2 Chemical Inventory Reports UIC---------------------------. Underground Injection Wells Database Listing IHW CORRACTION---------- IHW CORR ACTION PST STAGE 2----------------. PST Stage 2 COMP HIST------------------. Compliance History Listing MINES MRDS----------------. Mineral Resources Data System EDR HIGH RISK HISTORICAL RECORDS EDR Exclusive Records EDR MGP--------------------- EDR Proprietary Manufactured Gas Plants EDR RECOVERED GOVERNMENT ARCHIVES Exclusive Recovered Govt.Archives RGA HWS-------------------- Recovered Government Archive State Hazardous Waste Facilities List RGA LF----------------------- Recovered Government Archive Solid Waste Facilities List SURROUNDING SITES:SEARCH RESULTS Surrounding sites were identified in the following databases. Elevations have been determined from the USGS Digital Elevation Model and should be evaluated on a relative (not an absolute) basis. Relative elevation information between sites of close proximity should be field verified. Sites with an elevation equal to or higher than the target property have been differentiated below from sites with an elevation lower than the target property. Page numbers and map identification numbers refer to the EDR Radius Map report where detailed data on individual sites can be reviewed. Sites listed in bold italics are in multiple databases. Unmappable (orphan)sites are not considered in the foregoing analysis. TC6745457.2s EXECUTIVE SUMMARY 6 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC EXECUTIVE SUMMARY STANDARD ENVIRONMENTAL RECORDS Federal RCRA generators list RCRA-LQG: RCRAInfo is EPA's comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act(RCRA)of 1976 and the Hazardous and Solid Waste Amendments(HSWA) of 1984. The database includes selective information on sites which generate,transport,store,treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act(RCRA). Large quantity generators(LQGs)generate over 1,000 kilograms (kg)of hazardous waste, or over 1 kg of acutely hazardous waste per month. A review of the RCRA-LQG list, as provided by EDR,and dated 09/13/2021 has revealed that there is 1 RCRA-LQG site within approximately 0.25 miles of the target property. Lower Elevation Address Direction/Distance Map ID Page CORPUS CHRISTI MEDIC 3315 S ALAMEDA ST SSE 0-1/8(0.073 mi.) D10 67 EPA ID::TXR000081259 RCRA-VSQG: RCRAInfo is EPA's comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act(RCRA)of 1976 and the Hazardous and Solid Waste Amendments(HSWA) of 1984. The database includes selective information on sites which generate,transport,store,treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act(RCRA). Very small quantity generators (VSQGs)generate less than 100 kg of hazardous waste, or less than 1 kg of acutely hazardous waste per month. A review of the RCRA-VSQG list, as provided by EDR, and dated 09/13/2021 has revealed that there is 1 RCRA-VSQG site within approximately 0.25 miles of the target property. Equal/Higher Elevation Address Direction/Distance Map ID Page CVS PHARMACY 2328 3205 S ALAMEDA ST 0-118(0.000 mi.) Al 8 EPA ID::TXR000081580 State and tribal leaking storage tank lists LPST: The Leaking Petroleum Storage Tank Incident Reports contain an inventory of reported leaking petroleum storage tank incidents. The data come from the Texas Commission on Environmental Quality's Leaking Petroleum Storage Tank Database. A review of the LPST list, as provided by EDR, and dated 06/25/2021 has revealed that there are 3 LPST sites within approximately 0.5 miles of the target property. Equal/Higher Elevation Address Direction/Distance Map ID Page HEB 413 3133 S ALAMEDA ST 0-1/8(0.000 mi.) B4 47 LPST Id: 111254 CA Status:6A-FINAL CONCURRENCE ISSUED Facility ID:0069596 Status Code: FINAL CONCURRENCE ISSUED,CASE CLOSED AMANS FOOD MART 2 3245 S ALAMEDA ST 0-118(0.000 mi.) C7 50 TC6745457.2s EXECUTIVE SUMMARY 7 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC EXECUTIVE SUMMARY LPST Id: 119540 LPST Id:95619 CA Status:6A-FINAL CONCURRENCE ISSUED AFFORDABLE DETAIL 2806 SANTA FE ST N 114-112(0.415 mi.) 14 125 LPST Id:93434 CA Status:6A-FINAL CONCURRENCE ISSUED State and tribal registered storage tank lists UST: The Underground Storage Tank database contains registered LISTS. LISTS are regulated under Subtitle I of the Resource Conservation and Recovery Act(RCRA).The data come from the Texas Commission on Environmental Quality's Petroleum Storage Tank Database. A review of the UST list, as provided by EDR,and dated 06/07/2021 has revealed that there are 4 UST sites within approximately 0.25 miles of the target property. Equal/Higher Elevation Address Direction/Distance Map ID Page HEB 413 3133 S ALAMEDA ST 0-1/8(0.000 mi.) B3 24 Facility Status:ACTIVE Facility Id:69596 Facility Num: 105623 Al Number:725571222002086 AMANS FOOD MART 2 3245 S ALAMEDA ST 0-118(0.000 mi.) C7 50 Facility Status: INACTIVE Facility Id:28653 Facility Num:65801 Al Number:223469112002087 Lower Elevation Address Direction/Distance Map ID Page HCA DOCTORS REGIONAL 3315 S ALAMEDA ST SSE 0-118(0.073 mi.) D12 79 Facility Status:ACTIVE Facility Id:44615 Facility Num:72736 Al Number:508506552002089 PMI 7 3365 S ALAMEDA ST SSE 118-114(0.167 mi.) 13 103 Facility Status:ACTIVE Facility Id:33841 Facility Num:96275 Al Number:544525962002154 ADDITIONAL ENVIRONMENTAL RECORDS Other Ascertainable Records DRYCLEANERS: Drycleaner Registration Database Listing. A review of the DRYCLEANERS list, as provided by EDR, and dated 08/13/2021 has revealed that there is TC6745457.2s EXECUTIVE SUMMARY 8 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC EXECUTIVE SUMMARY 1 DRYCLEANERS site within approximately 0.25 miles of the target property. Equal/Higher Elevation Address Direction/Distance Map ID Page 1.89 CLEANERS 3237 S ALAMEDA ST 0-1/8(0.000 mi.) C5 47 AR Number:24001796 AR Number:24003091 CN Number:CN602523664 CN Number:CN602846156 RN Number: RN104086145 Site Status:ACTIVE Site Status: INACTIVE Ind. Haz Waste:The Industrial and Hazardous Waste Database contains summary reports by waste handlers, generators and shippers in Texas. A review of the Ind. Haz Waste list, as provided by EDR, and dated 05/24/2021 has revealed that there are 2 Ind. Haz Waste sites within approximately 0.25 miles of the target property. Equal/Higher Elevation Address Direction/Distance Map ID Page CVS PHARMACY 2328 3205 S ALAMEDA ST 0-1/8(0.000 mi.) A2 17 Registration Number:95817 Lower Elevation Address Direction/Distance Map ID Page CORPUS CHRISTI MEDIC 3315 S ALAMEDA ST SSE 0-1/8(0.073 mi.) D11 75 Registration Number:91543 EDR HIGH RISK HISTORICAL RECORDS EDR Exclusive Records EDR Hist Auto: EDR has searched selected national collections of business directories and has collected listings of potential gas station/filling station/service station sites that were available to EDR researchers. EDR's review was limited to those categories of sources that might, in EDR's opinion, include gas station/filling station/service station establishments. The categories reviewed included, but were not limited to gas, gas station, gasoline station, filling station, auto, automobile repair, auto service station, service station, etc. This database falls within a category of information EDR classifies as "High Risk Historical Records", or HRHR. EDR's HRHR effort presents unique and sometimes proprietary data about past sites and operations that typically create environmental concerns, but may not show up in current government records searches. A review of the EDR Hist Auto list, as provided by EDR, has revealed that there are 2 EDR Hist Auto sites within approximately 0.125 miles of the target property. Equal/Higher Elevation Address Direction/Distance Map ID Page DAVIDSONS GULF 3245 SOUTH ALAMEDA 0-1/8(0.000 mi.) C6 49 MCMINN&COMPANY 3230 RI ED DR STE 1 S 0-1/8(0.070 mi.) 9 66 TC6745457.2s EXECUTIVE SUMMARY 9 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC EXECUTIVE SUMMARY EDR Hist Cleaner: EDR has searched selected national collections of business directories and has collected listings of potential dry cleaner sites that were available to EDR researchers. EDR's review was limited to those categories of sources that might, in EDR's opinion, include dry cleaning establishments. The categories reviewed included, but were not limited to dry cleaners, cleaners, laundry, laundromat, cleaning/laundry,wash & dry etc. This database falls within a category of information EDR classifies as "High Risk Historical Records", or HRHR. EDR's HRHR effort presents unique and sometimes proprietary data about past sites and operations that typically create environmental concerns, but may not show up in current government records searches. A review of the EDR Hist Cleaner list, as provided by EDR, has revealed that there is 1 EDR Hist Cleaner site within approximately 0.125 miles of the target property. Equal/Higher Elevation Address Direction/Distance Map ID Page 1 89 CLEANERS 3237 S ALAMEDA ST 0-1/8(0.000 mi.) C8 66 TC6745457.2s EXECUTIVE SUMMARY 10 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC EXECUTIVE SUMMARY Due to poor or inadequate address information,the following sites were not mapped.Count:2 records. Site Name Database(s) HARVEY RESPONSE SEMS, FINDS CITY OF CORPUS CHRISTI LENDALE CHE CENTRAL REGISTRY TC6745457.2s EXECUTIVE SUMMARY 11 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC OVERVIEW MAP - 6745457.2S 4 i y;, f � G 1 , s, Target Property 0 1ia 1/2 1 anises Sites at elevations higher than or equal to the target property Indian Reservations BIA ♦ Sites at elevations lower than j Power transmission lines the target property A Manufactured Gas Plants Special Flood Hazard Area(1%) National Priority List Sites 0.2%Annual Chance Flood Hazard ®Dept. Defense Sites National Wetland Inventory El State Wetlands This report includes Interactive Map Layers to display and/or hide map information.The legend includes only those icons for the default map view. SITE NAME: City of Corpus Christi-Alameda CLIENT: HDR Engineering,Inc. ADDRESS: 3102 S ALAMEDA ST CONTACT: Conner King CORPUS CHRISTI TX 78404 INQUIRY#: 6745457.2s LAT/LONG: 27.75865/97.390834 DATE: November 10,2021 7:56 pm Copyright,)2021 ESR,Inc.(c)2015 TornTom Rel. 2015. DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC DETAIL MAP - 6745457.2S y " it II �I� ti f/ r 1 R� L ' r Target Property o 1/a 1/4 1/2 Miles Sites at elevations higher than or equal to the target property Indian Reservations BIA ♦ Sites at elevations lower than Special Flood Hazard Area(1%) the target property 1 Manufactured Gas Plants 0.2%Annual Chance Flood Hazard ®t Sensitive Receptors National Wetland Inventory ED El National Priority List Sites State Wetlands Dept. Defense Sites This report includes Interactive Map Layers to display and/or hide map information.The legend includes only those icons for the default map view. SITE NAME: City of Corpus Christi-Alameda CLIENT: HDR Engineering,Inc. ADDRESS: 3102 S ALAMEDA ST CONTACT: Conner King CORPUS CHRISTI TX 78404 INQUIRY#: 6745457.2s LAT/LONG: 27.75865/97.390834 DATE: November 10,2021 7:58 pm Copyright,)2021 ESR,Inc.rc,2015 TonnTom Rel. 2015. DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC MAP FINDINGS SUMMARY Search Distance Target Total Database (Miles) Property < 1/8 1/8- 1/4 1/4- 1/2 1/2- 1 > 1 Plotted STANDARD ENVIRONMENTAL RECORDS Federal NPL site list NPL 1.000 0 0 0 0 NR 0 Proposed NPL 1.000 0 0 0 0 NR 0 NPL LIENS 1.000 0 0 0 0 NR 0 Federal Delisted NPL site list Delisted NPL 1.000 0 0 0 0 NR 0 Federal CERCLIS list FEDERAL FACILITY 0.500 0 0 0 NR NR 0 SEMS 0.500 0 0 0 NR NR 0 Federal CERCLIS NFRAP site list SEMS-ARCHIVE 0.500 0 0 0 NR NR 0 Federal RCRA CORRACTS facilities list CORRACTS 1.000 0 0 0 0 NR 0 Federal RCRA non-CORRACTS TSD facilities list RCRA-TSDF 0.500 0 0 0 NR NR 0 Federal RCRA generators list RCRA-LQG 0.250 1 0 NR NR NR 1 RCRA-SQG 0.250 0 0 NR NR NR 0 RCRA-VSQG 0.250 1 0 NR NR NR 1 Federal institutional controls/ engineering controls registries LUCIS 0.500 0 0 0 NR NR 0 US ENG CONTROLS 0.500 0 0 0 NR NR 0 US INST CONTROLS 0.500 0 0 0 NR NR 0 Federal ERNS list ERNS TP NR NR NR NR NR 0 State-and tribal-equivalent NPL SHWS 1.000 0 0 0 0 NR 0 State and tribal landfill and/or solid waste disposal site lists SWF/LF 0.500 0 0 0 NR NR 0 CLI 0.500 0 0 0 NR NR 0 DEBRIS 0.500 0 0 0 NR NR 0 WASTE MGMT TP NR NR NR NR NR 0 State and tribal leaking storage tank lists INDIAN LUST 0.500 0 0 0 NR NR 0 TC6745457.2s Page 4 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC MAP FINDINGS SUMMARY Search Distance Target Total Database (Miles) Property < 1/8 1/8- 1/4 1/4- 1/2 1/2- 1 > 1 Plotted LPST 0.500 2 0 1 NR NR 3 State and tribal registered storage tank lists FEMA UST 0.250 0 0 NR NR NR 0 UST 0.250 3 1 NR NR NR 4 AST 0.250 0 0 NR NR NR 0 INDIAN UST 0.250 0 0 NR NR NR 0 State and tribal institutional control/engineering control registries AUL 0.500 0 0 0 NR NR 0 State and tribal voluntary cleanup sites INDIAN VCP 0.500 0 0 0 NR NR 0 VCP 0.500 0 0 0 NR NR 0 State and tribal Brownfields sites BROWNFIELDS 0.500 0 0 0 NR NR 0 ADDITIONAL ENVIRONMENTAL RECORDS Local Brownfield lists US BROWNFIELDS 0.500 0 0 0 NR NR 0 Local Lists of Landfill/Solid Waste Disposal Sites SWRCY 0.500 0 0 0 NR NR 0 INDIAN ODI 0.500 0 0 0 NR NR 0 DEBRIS REGION 9 0.500 0 0 0 NR NR 0 ODI 0.500 0 0 0 NR NR 0 IHS OPEN DUMPS 0.500 0 0 0 NR NR 0 Local Lists of Hazardous waste/ Contaminated Sites US HIST CDL TP NR NR NR NR NR 0 CDL TP NR NR NR NR NR 0 PRIORITYCLEANERS 0.500 0 0 0 NR NR 0 DEL SHWS 1.000 0 0 0 0 NR 0 US CDL TP NR NR NR NR NR 0 CENTRAL REGISTRY TP NR NR NR NR NR 0 PFAS 0.500 0 0 0 NR NR 0 Local Lists of Registered Storage Tanks NON REGIST PST 0.250 0 0 NR NR NR 0 Local Land Records HIST LIENS TP NR NR NR NR NR 0 LIENS TP NR NR NR NR NR 0 LIENS 2 TP NR NR NR NR NR 0 Records of Emergency Release Reports HMIRS TP NR NR NR NR NR 0 TC6745457.2s Page 5 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC MAP FINDINGS SUMMARY Search Distance Target Total Database (Miles) Property < 1/8 1/8- 1/4 1/4- 1/2 1/2- 1 > 1 Plotted SPILLS TP NR NR NR NR NR 0 SPILLS 90 TP NR NR NR NR NR 0 SPILLS 80 TP NR NR NR NR NR 0 Other Ascertainable Records RCRA NonGen/NLR 0.250 0 0 NR NR NR 0 FUDS 1.000 0 0 0 0 NR 0 DOD 1.000 0 0 0 0 NR 0 SCRD DRYCLEANERS 0.500 0 0 0 NR NR 0 US FIN ASSUR TP NR NR NR NR NR 0 EPA WATCH LIST TP NR NR NR NR NR 0 2020 COR ACTION 0.250 0 0 NR NR NR 0 TSCA TP NR NR NR NR NR 0 TRIS TP NR NR NR NR NR 0 SSTS TP NR NR NR NR NR 0 ROD 1.000 0 0 0 0 NR 0 RMP TP NR NR NR NR NR 0 RAATS TP NR NR NR NR NR 0 PRP TP NR NR NR NR NR 0 PADS TP NR NR NR NR NR 0 ICIS TP NR NR NR NR NR 0 FTTS TP NR NR NR NR NR 0 MILTS TP NR NR NR NR NR 0 COAL ASH DOE TP NR NR NR NR NR 0 COAL ASH EPA 0.500 0 0 0 NR NR 0 PCB TRANSFORMER TP NR NR NR NR NR 0 RADINFO TP NR NR NR NR NR 0 HIST FTTS TP NR NR NR NR NR 0 DOT OPS TP NR NR NR NR NR 0 CONSENT 1.000 0 0 0 0 NR 0 INDIAN RESERV 1.000 0 0 0 0 NR 0 FUSRAP 1.000 0 0 0 0 NR 0 UMTRA 0.500 0 0 0 NR NR 0 LEAD SMELTERS TP NR NR NR NR NR 0 US AIRS TP NR NR NR NR NR 0 US MINES 0.250 0 0 NR NR NR 0 ABANDONED MINES 0.250 0 0 NR NR NR 0 FINDS TP NR NR NR NR NR 0 DOCKET HWC TP NR NR NR NR NR 0 UXO 1.000 0 0 0 0 NR 0 ECHO TP NR NR NR NR NR 0 FUELS PROGRAM 0.250 0 0 NR NR NR 0 AIRS TP NR NR NR NR NR 0 APAR TP NR NR NR NR NR 0 ASBESTOS TP NR NR NR NR NR 0 COAL ASH 0.500 0 0 0 NR NR 0 DRYCLEANERS 0.250 1 0 NR NR NR 1 ED AQUIF TP NR NR NR NR NR 0 ENF TP NR NR NR NR NR 0 Financial Assurance TP NR NR NR NR NR 0 GCC TP NR NR NR NR NR 0 TC6745457.2s Page 6 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC MAP FINDINGS SUMMARY Search Distance Target Total Database (Miles) Property < 1/8 1/8- 1/4 1/4- 1/2 1/2- 1 > 1 Plotted IOP TP NR NR NR NR NR 0 LEAD TP NR NR NR NR NR 0 Ind. Haz Waste 0.250 2 0 NR NR NR 2 MSD 0.500 0 0 0 NR NR 0 NPDES TP NR NR NR NR NR 0 RWS TP NR NR NR NR NR 0 TIER 2 TP NR NR NR NR NR 0 UIC TP NR NR NR NR NR 0 IHW CORR ACTION 0.250 0 0 NR NR NR 0 PST STAGE 2 0.250 0 0 NR NR NR 0 COMP HIST TP NR NR NR NR NR 0 MINES MRDS TP NR NR NR NR NR 0 EDR HIGH RISK HISTORICAL RECORDS EDR Exclusive Records EDR MGP 1.000 0 0 0 0 NR 0 EDR Hist Auto 0.125 2 NR NR NR NR 2 EDR Hist Cleaner 0.125 1 NR NR NR NR 1 EDR RECOVERED GOVERNMENT ARCHIVES Exclusive Recovered Govt.Archives RGA HWS TP NR NR NR NR NR 0 RGA LF TP NR NR NR NR NR 0 -Totals-- 0 13 1 1 0 0 15 NOTES: TP=Target Property NR= Not Requested at this Search Distance Sites may be listed in more than one database TC6745457.2s Page 7 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number Al CVS PHARMACY 2328 RCRA-VSQG 1016452441 3205 S ALAMEDA ST FINDS TXR000081580 <118 CORPUS CHRISTI,TX 78404 ECHO 1 ft. Site 1 of 2 in cluster A Relative: RCRA-VSQG: Higher Date Form Received by Agency: 20200301 Actual: Handler Name: CVS PHARMACY 2328 30 ft. Handler Address: 3205 S ALAMEDA ST Handler City,State,Zip: CORPUS CHRISTI,TX 78404 EPA ID: TXR000081580 Contact Name: WENDY BRANT Contact Address: CVS DR Contact City,State,Zip: WOONSOCKET, RI 02895-6146 Contact Telephone: 401-765-1500 Contact Fax: Not reported Contact Email: WENDY.BRANT@CVSCAREMARK.COM Contact Title: ENVIRONMENTAL MANAGER EPA Region: 06 Land Type: Private Federal Waste Generator Description: Conditionally Exempt Small Quantity Generator Non-Notifier: Not reported Biennial Report Cycle: 2019 Accessibility: Not reported Active Site Indicator: Handler Activities State District Owner: Not reported State District: Not reported Mailing Address: CVS DR Mailing City,State,Zip: WOONSOCKET, RI 02895-6146 Owner Name: CVS PHARMACY INC Owner Type: Private Operator Name: CVS PHARMACY INC Operator Type: Private Short-Term Generator Activity: No Importer Activity: No Mixed Waste Generator: No Transporter Activity: No Transfer Facility Activity: No Recycler Activity with Storage: No Small Quantity On-Site Burner Exemption: No Smelting Melting and Refining Furnace Exemption: No Underground Injection Control: No Off-Site Waste Receipt: No Universal Waste Indicator: No Universal Waste Destination Facility: No Federal Universal Waste: No Active Site Fed-Reg Treatment Storage and Disposal Facility: Not reported Active Site Converter Treatment storage and Disposal Facility: Not reported Active Site State-Reg Treatment Storage and Disposal Facility: Not reported Active Site State-Reg Handler: --- Federal Facility Indicator: Not reported Hazardous Secondary Material Indicator: N Sub-Part K Indicator: Not reported Commercial TSD Indicator: No Treatment Storage and Disposal Type: Not reported 2018 GPRA Permit Baseline: Not on the Baseline 2018 GPRA Renewals Baseline: Not on the Baseline Permit Renewals Workload Universe: Not reported TC6745457.2s Page 8 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number CVS PHARMACY 2328 (Continued) 1016452441 Permit Workload Universe: Not reported Permit Progress Universe: Not reported Post-Closure Workload Universe: Not reported Closure Workload Universe: Not reported 202 GPRA Corrective Action Baseline: No Corrective Action Workload Universe: No Subject to Corrective Action Universe: No Non-TSDFs Where RCRA CA has Been Imposed Universe: No TSDFs Potentially Subject to CA Under 3004(u)/(v)Universe: No TSDFs Only Subject to CA under Discretionary Auth Universe: No Corrective Action Priority Ranking: No NCAPS ranking Environmental Control Indicator: No Institutional Control Indicator: No Human Exposure Controls Indicator: N/A Groundwater Controls Indicator: N/A Operating TSDF Universe: Not reported Full Enforcement Universe: Not reported Significant Non-Complier Universe: No Unaddressed Significant Non-Complier Universe: No Addressed Significant Non-Complier Universe: No Significant Non-Complier With a Compliance Schedule Universe: No Financial Assurance Required: Not reported Handler Date of Last Change: 20211231 Recognized Trader-Importer: No Recognized Trader-Exporter: No Importer of Spent Lead Acid Batteries: No Exporter of Spent Lead Acid Batteries: No Recycler Activity Without Storage: No Manifest Broker: No Sub-Part P Indicator: No Biennial: List of Years Year: 2019 Click Here for Biennial Reporting System Data: Year: 2017 Click Here for Biennial Reporting System Data: Year: 2015 Click Here for Biennial Reporting System Data: Hazardous Waste Summary: Waste Code: D001 Waste Description: IGNITABLE WASTE Waste Code: D002 Waste Description: CORROSIVE WASTE Waste Code: D007 Waste Description: CHROMIUM Waste Code: D009 Waste Description: MERCURY Waste Code: D010 TC6745457.2s Page 9 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number CVS PHARMACY 2328 (Continued) 1016452441 Waste Description: SELENIUM Waste Code: D011 Waste Description: SILVER Waste Code: Po01 Waste Description: 2H-1-BENZOPYRAN-2-ONE,4-HYDROXY-3-(3-OXO-1-PHENYLBUTYLY,&SALTS, WHEN PRESENT AT CONCENTRATIONS GREATER THAN 0.3%(OR)WARFARIN,& SALTS,WHEN PRESENT AT CONCENTRATIONS GREATER THAN 0.3% Waste Code: P042 Waste Description: 1,2-BENZENEDIOL,4-[1-HYDROXY-2-(METHYLAMINO)ETHYL]-,(R)-(OR) EPINEPHRINE Waste Code: P075 Waste Description: NICOTINE,&SALTS(OR)PYRIDINE,3-(1-METHYL-2-PYRROLIDINYL)-,(S)-,& SALTS Waste Code: P081 Waste Description: 1,2,3-PROPANETRIOL,TRINITRATE(R)(OR)NITROGLYCERINE(R) Waste Code: P188 Waste Description: BENZOIC ACID,2-HYDROXY-,COMPD.WITH (3AS-CIS)-1,2,3,3A,8,8A-HEXAHYDRO-1,3A,8-TRIM ETHYLPYRROLO[2,3-B]INDOL- 5-YL METHYLCARBAMATE ESTER(1:1)(OR)PHYSOSTIGMINE SALICYLATE Waste Code: 0002 Waste Description: 2-PROPANONE(1)(OR)ACETONE(1) Handler-Owner Operator: Owner/Operator Indicator: Owner Owner/Operator Name: CVS PHARMACY INC Legal Status: Private Date Became Current: 20140601 Date Ended Current: Not reported Owner/Operator Address: 1 CVS DR Owner/Operator City,State,Zip: WOONSOCKET, RI 02895-6146 Owner/Operator Telephone: 401-765-1500 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: WENDY.BRANT@CVSCAREMARK.COM Owner/Operator Indicator: Owner Owner/Operator Name: CVS PHARMACY INC Legal Status: Private Date Became Current: 20140601 Date Ended Current: Not reported Owner/Operator Address: 1 CVS DR Owner/Operator City,State,Zip: WOONSOCKET, RI 02895-6146 Owner/Operator Telephone: 401-765-1500 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: Not reported Owner/Operator Indicator: Operator Owner/Operator Name: CVS PHARMACY INC Legal Status: Private TC6745457.2s Page 10 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number CVS PHARMACY 2328 (Continued) 1016452441 Date Became Current: 20140601 Date Ended Current: Not reported Owner/Operator Address: 1 CVS DR Owner/Operator City,State,Zip: WOONSOCKET, RI 02895-6146 Owner/Operator Telephone: 401-765-1500 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: WENDY.BRANT@CVSCAREMARK.COM Owner/Operator Indicator: Operator Owner/Operator Name: CVS PHARMACY, INC Legal Status: Private Date Became Current: 20120407 Date Ended Current: Not reported Owner/Operator Address: 1 CVS DR Owner/Operator City,State,Zip: WOONSOCKET, RI 02895 Owner/Operator Telephone: 401-765-1500 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: Not reported Owner/Operator Indicator: Owner Owner/Operator Name: CVS PHARMACY INC Legal Status: Private Date Became Current: 20140601 Date Ended Current: Not reported Owner/Operator Address: 1 CVS DR Owner/Operator City,State,Zip: WOONSOCKET, RI 02895-6146 Owner/Operator Telephone: 401-765-1500 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: Not reported Owner/Operator Indicator: Operator Owner/Operator Name: CVS PHARMACY INC Legal Status: Private Date Became Current: 20140601 Date Ended Current: Not reported Owner/Operator Address: 1 CVS DR Owner/Operator City,State,Zip: WOONSOCKET, RI 02895-6146 Owner/Operator Telephone: 401-765-1500 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: Not reported Owner/Operator Indicator: Operator Owner/Operator Name: CVS PHARMACY INC Legal Status: Private Date Became Current: 20140601 Date Ended Current: Not reported Owner/Operator Address: 1 CVS DR Owner/Operator City,State,Zip: WOONSOCKET, RI 02895-6146 Owner/Operator Telephone: 401-765-1500 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: Not reported TC6745457.2s Page 11 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number CVS PHARMACY 2328 (Continued) 1016452441 Owner/Operator Indicator: Operator Owner/Operator Name: CVS PHARMACY INC Legal Status: Private Date Became Current: 20140601 Date Ended Current: Not reported Owner/Operator Address: 1 CVS DR Owner/Operator City,State,Zip: WOONSOCKET, RI 02895-6146 Owner/Operator Telephone: 401-765-1500 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: Not reported Owner/Operator Indicator: Operator Owner/Operator Name: CVS PHARMACY INC Legal Status: Private Date Became Current: 20140601 Date Ended Current: Not reported Owner/Operator Address: 1 CVS DR Owner/Operator City,State,Zip: WOONSOCKET, RI 02895-6146 Owner/Operator Telephone: 401-765-1500 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: Not reported Owner/Operator Indicator: Operator Owner/Operator Name: CVS PHARMACY INC Legal Status: Private Date Became Current: 20140601 Date Ended Current: Not reported Owner/Operator Address: 1 CVS DR Owner/Operator City,State,Zip: WOONSOCKET, RI 02895-6146 Owner/Operator Telephone: 401-765-1500 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: Not reported Owner/Operator Indicator: Operator Owner/Operator Name: CVS PHARMACY INC Legal Status: Private Date Became Current: 20140601 Date Ended Current: Not reported Owner/Operator Address: 1 CVS DR Owner/Operator City,State,Zip: WOONSOCKET, RI 02895-6146 Owner/Operator Telephone: 401-765-1500 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: WENDY.BRANT@CVSCAREMARK.COM Owner/Operator Indicator: Owner Owner/Operator Name: CVS PHARMACY, INC Legal Status: Private Date Became Current: 20060410 Date Ended Current: Not reported Owner/Operator Address: 1 CVS DR Owner/Operator City,State,Zip: WOONSOCKET, RI 02895 Owner/Operator Telephone: 401-765-1500 Owner/Operator Telephone Ext: Not reported TC6745457.2s Page 12 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number CVS PHARMACY 2328 (Continued) 1016452441 Owner/Operator Fax: Not reported Owner/Operator Email: Not reported Owner/Operator Indicator: Operator Owner/Operator Name: CVS PHARMACY INC Legal Status: Private Date Became Current: 20140601 Date Ended Current: Not reported Owner/Operator Address: 1 CVS DR Owner/Operator City,State,Zip: WOONSOCKET, RI 02895-6146 Owner/Operator Telephone: 401-765-1500 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: Not reported Owner/Operator Indicator: Owner Owner/Operator Name: CVS PHARMACY INC Legal Status: Private Date Became Current: 20140601 Date Ended Current: Not reported Owner/Operator Address: 1 CVS DR Owner/Operator City,State,Zip: WOONSOCKET, RI 02895-6146 Owner/Operator Telephone: 401-765-1500 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: Not reported Owner/Operator Indicator: Owner Owner/Operator Name: CVS PHARMACY INC Legal Status: Private Date Became Current: 20140601 Date Ended Current: Not reported Owner/Operator Address: 1 CVS DR Owner/Operator City,State,Zip: WOONSOCKET, RI 02895-6146 Owner/Operator Telephone: 401-765-1500 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: Not reported Owner/Operator Indicator: Owner Owner/Operator Name: CVS PHARMACY INC Legal Status: Private Date Became Current: 20140601 Date Ended Current: Not reported Owner/Operator Address: 1 CVS DR Owner/Operator City,State,Zip: WOONSOCKET, RI 02895-6146 Owner/Operator Telephone: 401-765-1500 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: Not reported Owner/Operator Indicator: Operator Owner/Operator Name: CVS PHARMACY INC Legal Status: Private Date Became Current: 20140601 Date Ended Current: Not reported Owner/Operator Address: 1 CVS DR TC6745457.2s Page 13 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number CVS PHARMACY 2328 (Continued) 1016452441 Owner/Operator City,State,Zip: WOONSOCKET, RI 02895-6146 Owner/Operator Telephone: 401-765-1500 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: Not reported Owner/Operator Indicator: Owner Owner/Operator Name: CVS PHARMACY INC Legal Status: Private Date Became Current: 20140601 Date Ended Current: Not reported Owner/Operator Address: 1 CVS DR Owner/Operator City,State,Zip: WOONSOCKET, RI 02895-6146 Owner/Operator Telephone: 401-765-1500 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: WENDY.BRANT@CVSCAREMARK.COM Owner/Operator Indicator: Owner Owner/Operator Name: CVS PHARMACY INC Legal Status: Private Date Became Current: 20140601 Date Ended Current: Not reported Owner/Operator Address: 1 CVS DR Owner/Operator City,State,Zip: WOONSOCKET, RI 02895-6146 Owner/Operator Telephone: 401-765-1500 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: Not reported Owner/Operator Indicator: Owner Owner/Operator Name: CVS PHARMACY INC Legal Status: Private Date Became Current: 20140601 Date Ended Current: Not reported Owner/Operator Address: 1 CVS DR Owner/Operator City,State,Zip: WOONSOCKET, RI 02895-6146 Owner/Operator Telephone: 401-765-1500 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: Not reported Historic Generators: Receive Date: 20160301 Handler Name: CVS PHARMACY 2328 Federal Waste Generator Description: Large Quantity Generator State District Owner: Not reported Large Quantity Handler of Universal Waste: No Recognized Trader Importer: No Recognized Trader Exporter: No Spent Lead Acid Battery Importer: No Spent Lead Acid Battery Exporter: No Current Record: No Non Storage Recycler Activity: Not reported Electronic Manifest Broker: Not reported Receive Date: 20180301 TC6745457.2s Page 14 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number CVS PHARMACY 2328 (Continued) 1016452441 Handler Name: CVS PHARMACY 2328 Federal Waste Generator Description: Large Quantity Generator State District Owner: Not reported Large Quantity Handler of Universal Waste: No Recognized Trader Importer: No Recognized Trader Exporter: No Spent Lead Acid Battery Importer: No Spent Lead Acid Battery Exporter: No Current Record: No Non Storage Recycler Activity: No Electronic Manifest Broker: No Receive Date: 20200301 Handler Name: CVS PHARMACY 2328 Federal Waste Generator Description: Conditionally Exempt Small Quantity Generator State District Owner: Not reported Large Quantity Handler of Universal Waste: No Recognized Trader Importer: No Recognized Trader Exporter: No Spent Lead Acid Battery Importer: No Spent Lead Acid Battery Exporter: No Current Record: Yes Non Storage Recycler Activity: No Electronic Manifest Broker: No Receive Date: 20131021 Handler Name: CVS PHARMACY#2328 Federal Waste Generator Description: Conditionally Exempt Small Quantity Generator State District Owner: Not reported Large Quantity Handler of Universal Waste: No Recognized Trader Importer: No Recognized Trader Exporter: No Spent Lead Acid Battery Importer: No Spent Lead Acid Battery Exporter: No Current Record: No Non Storage Recycler Activity: Not reported Electronic Manifest Broker: Not reported Receive Date: 20140101 Handler Name: CVS PHARMACY 2328 Federal Waste Generator Description: Large Quantity Generator State District Owner: Not reported Large Quantity Handler of Universal Waste: No Recognized Trader Importer: No Recognized Trader Exporter: No Spent Lead Acid Battery Importer: No Spent Lead Acid Battery Exporter: No Current Record: No Non Storage Recycler Activity: Not reported Electronic Manifest Broker: Not reported Receive Date: 20140601 Handler Name: CVS PHARMACY 2328 Federal Waste Generator Description: Large Quantity Generator State District Owner: Not reported Large Quantity Handler of Universal Waste: No Recognized Trader Importer: No TC6745457.2s Page 15 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number CVS PHARMACY 2328 (Continued) 1016452441 Recognized Trader Exporter: No Spent Lead Acid Battery Importer: No Spent Lead Acid Battery Exporter: No Current Record: No Non Storage Recycler Activity: Not reported Electronic Manifest Broker: Not reported Receive Date: 20150227 Handler Name: CVS PHARMACY 2328 Federal Waste Generator Description: Large Quantity Generator State District Owner: Not reported Large Quantity Handler of Universal Waste: No Recognized Trader Importer: No Recognized Trader Exporter: No Spent Lead Acid Battery Importer: No Spent Lead Acid Battery Exporter: No Current Record: No Non Storage Recycler Activity: Not reported Electronic Manifest Broker: Not reported Receive Date: 20150227 Handler Name: CVS PHARMACY 2328 Federal Waste Generator Description: Large Quantity Generator State District Owner: Not reported Large Quantity Handler of Universal Waste: No Recognized Trader Importer: No Recognized Trader Exporter: No Spent Lead Acid Battery Importer: No Spent Lead Acid Battery Exporter: No Current Record: No Non Storage Recycler Activity: Not reported Electronic Manifest Broker: Not reported Receive Date: 20180215 Handler Name: CVS PHARMACY 2328 Federal Waste Generator Description: Large Quantity Generator State District Owner: Not reported Large Quantity Handler of Universal Waste: No Recognized Trader Importer: No Recognized Trader Exporter: No Spent Lead Acid Battery Importer: No Spent Lead Acid Battery Exporter: No Current Record: No Non Storage Recycler Activity: Not reported Electronic Manifest Broker: Not reported Receive Date: 20191214 Handler Name: CVS PHARMACY 2328 Federal Waste Generator Description: Conditionally Exempt Small Quantity Generator State District Owner: Not reported Large Quantity Handler of Universal Waste: No Recognized Trader Importer: No Recognized Trader Exporter: No Spent Lead Acid Battery Importer: No Spent Lead Acid Battery Exporter: No Current Record: No Non Storage Recycler Activity: Not reported TC6745457.2s Page 16 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number CVS PHARMACY 2328 (Continued) 1016452441 Electronic Manifest Broker: Not reported List of NAICS Codes and Descriptions: NAICS Code: 44611 NAICS Description: PHARMACIES AND DRUG STORES NAICS Code: 446110 NAICS Description: PHARMACIES AND DRUG STORES Facility Has Received Notices of Violations: Violations: No Violations Found Evaluation Action Summary: Evaluations: No Evaluations Found FINDS: Registry ID: 110070750967 Click Here: Environmental Interest/Information System: HAZARDOUS WASTE BIENNIAL REPORTER Registry ID: 110056335684 Click Here: Environmental Interest/Information System: RCRAInfo is a national information system that supports the Resource Conservation and Recovery Act(RCRA)program through the tracking of events and activities related to facilities that generate,transport, and treat,store,or dispose of hazardous waste. RCRAInfo allows RCRA program staff to track the notification, permit,compliance,and corrective action activities required under RCRA. Clink this hyo Prlink while viewing on your computer to access additional FINDS:detail in the EDR Site Report. ECHO: Envid: 1016452441 Registry ID: 110056335684 DFR URL: http://echo.epa.gov/detailed-facility-report?fid=110056335684 Name: CVS PHARMACY 2328 Address: 3205 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78404 A2 CVS PHARMACY 2328 Ind.Haz Waste S118195219 3205 S ALAMEDA ST N/A <1/8 CORPUS CHRISTI,TX 78404 1 ft. Site 2 of 2 in cluster A Relative: Ind. Haz Waste: Higher Name: CVS PHARMACY 2328 Actual: Address: 3205 S ALAMEDA ST 30 ft. City,State,Zip: CORPUS CHRISTI,TX 78404 Registration Number: 95817 TC6745457.2s Page 17 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number CVS PHARMACY 2328 (Continued) S118195219 Registration Initial Notification Date: 06/01/2014 Registration Last Amendment Date: 12/14/2019 EPA Identification: TXR000081580 Primary NAICS Code: 446110 Status Change Date: 20140601 Land Type: PRIVATE Description of Facility Site Location: Not reported Site Primary Standard Industrial Code: Not reported Site Primary SIC Description: Not reported Registration is Generator of Waste: Yes Registration is Receivers of Waste: No Registration is Transporter of Waste: No Registration is Transfer Facility: No Facility is STEERS Reporter: Yes Reqired to Submit Annual Waste Summary: Yes Facility Involved In Recycling: No Revcr Has Monthly Reporting Requirement: 0 Mexican Facility: Not reported Type of Generator: NON INDUS,CESQG TNRCC Region: Not reported Company Name: CVS PHARMACY INC Contact Name: WENDY BRANT Contact Telephone Number: 401-7651500 Mailing Address: 1 CVS DR Mailing Address2: Not reported Mailing City,St,Zip: WOONSOCKET, RI 028956146 Mailing County: UNITED STATES Facility Country: UNITED STATES TNRCC Facility ID: 131162 Site Owner Tax ID: 50340626 Site Location Latitude: -00.000 Site Location Longitude: -000.000 Last Update to NOR Data: 20191214 Ind.waste permit Number: Not reported Mun waste permit Number: Not reported Non Notifier: No Business Records Not Found for this RegNo/Year: Owner: Owner Mailing Address: 1 CVS DR Owner Mailing Address2: ATTN WENDY BRANT Owner Mailing Address3: Not reported Owner City,St,Zip: WOONSOCKET, RI 02895 6146 Owner Country: UNITED STA Owner Phone Number: 1-401-7651500 Owner Fax Number: 1-401-2160138 Owner Email Address: WENDY.BRANT@CVSCAREMARK.COM Owner Business Type: Corporation Owner Tax Id: 10503406265 Owner Bankruptcy Code: Not reported Operator: Operator Last Name: CVS PHARMACY INC Operator First Name: Not reported Operator Name: CVS PHARMACY INC Operator Mailing Address: 1 CVS DR Operator Mailing Address 2: ATTN WENDY BRANT Operator Mailing City,St,Zip: WOONSOCKET, RI 02895 6146 TC6745457.2s Page 18 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number CVS PHARMACY 2328 (Continued) S118195219 Operator Country: UNITED STA Operator Phone: 1-401-7651500 Operator Fax: 1-401-2160138 Operator Email: WENDY.BRANT@CVSCAREMARK.COM Operator Business Type: Corporation Operator Tax Id: 10503406265 Operator Bankruptcy Code: Not reported Contact: Contact Name: WENDY BRANT Contact Title: CVS CORPORATE ENVIRONMENT Contact Role: PRICONT Contact Address: 1 CVS DR Contact Address2: Not reported Conact City,St,Zip: WOONSOCKET, RI 02895 6146 Contact Phone: 1-401-7651500 Contact Fax: 1-401-2160138 Contact Email: WENDY.BRANT@CVSCAREMARK.COM Contact: Contact Name: Not reported Contact Title: Not reported Contact Role: OWNOPRCON Contact Address: 1 CVS DR Contact Address2: ATTN WENDY BRANT Conact City,St,Zip: WOONSOCKET, RI 02895 6146 Contact Phone: 1-401-7651500 Contact Fax: 1-401-2160138 Contact Email: WENDY.BRANT@CVSCAREMARK.COM Unit: Unit No: 001 Deed Record Needed: Not reported Deed Recording Date: Not reported Unit Type Code: 14 Unit Type: Not reported Unit Status: ACTIVE Unit Regulatory Status: 13 UIC Permit Number: Not reported Capacity: 10 Capacity Measurment: Galons Off Site Hazardous Waste: No Off Site Class 1 Waste: Not reported Off Site Class 2 Waste: Not reported Off Site Class 3 Waste: Not reported Off Site Non Indstrl Sld Wst: Not reported System Type Code: Not reported System Type: Not reported System Type Code 1: 141 System Type 1: Not reported System Type Code 2: Not reported System Type 2: Not reported System Type Code 3: Not reported System Type 3: Not reported System Type Code 4: Not reported System Type 4: Not reported Permit Seq#: Not reported Unit Description on NOR: 10 GALLON CONTAINERS ARE STORED IN THE BACK STORAGE AREA Dt Last Changed: 20140601 TC6745457.2s Page 19 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number CVS PHARMACY 2328 (Continued) S118195219 Unit: Unit No: 002 Deed Record Needed: Not reported Deed Recording Date: Not reported Unit Type Code: 14 Unit Type: Not reported Unit Status: ACTIVE Unit Regulatory Status: 13 UIC Permit Number: Not reported Capacity: 10 Capacity Measurment: Galons Off Site Hazardous Waste: No Off Site Class 1 Waste: Not reported Off Site Class 2 Waste: Not reported Off Site Class 3 Waste: Not reported Off Site Non Indstrl Sld Wst: Not reported System Type Code: Not reported System Type: Not reported System Type Code 1: 141 System Type 1: Not reported System Type Code 2: Not reported System Type 2: Not reported System Type Code 3: Not reported System Type 3: Not reported System Type Code 4: Not reported System Type 4: Not reported Permit Seq#: Not reported Unit Description on NOR: 10 gallon containers in the pharmacy Dt Last Changed: 20150227 One Time Shipper Records Not Found for this RegNo/Year: Receiver Type: Not reported Transporter for hire: 0 Transport own waste: 0 Eq 01, if transport waste type=1: Not reported Eq 02, if transport waste type=2: Not reported Eq 03, if transport waste type=3: Not reported Eq 04, if transport waste type=H: Not reported Target TCEQ unique facid for discarded(merged)facility: Not reported Waste: Waste ID: 398583 Waste Description: Corrosive Liquids Acid&Base,Rx Corrosive Liquids Acid&Base, Hypochlorite so Desc of Waste: Not reported Texas Waste Code: Not reported Texas Waste Code 2: 0220001H Waste Code Status: ACTIVE Waste Form: Not reported Waste Classification: H Waste is Radioactive: No Waste Treated Off Site: Not reported Standard Industrial Classification: Not reported Primary Source: Not reported Primary Measurenent Point: Not reported Primary Origin: Not reported Primary System Type: Not reported New Chemical Substance: 0 TC6745457.2s Page 20 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number CVS PHARMACY 2328 (Continued) S118195219 Audit Performed: No Company Waste ID: CORROSIVE LIQUIDS Primary NAICS Code: 446110 EPA Waste Form Code: W001 Reason Waste Form No Longer Gen.: Not reported EPA Haz Waste: Not reported Waste: Waste ID: 379879 Waste Description: Oxidizing liquid, n.o.s., Hydrogen Peroxide,Sodium Hypochlorite Desc of Waste: Not reported Texas Waste Code: Not reported Texas Waste Code 2: 8888001H Waste Code Status: ACTIVE Waste Form: Not reported Waste Classification: H Waste is Radioactive: No Waste Treated Off Site: Not reported Standard Industrial Classification: Not reported Primary Source: Not reported Primary Measurenent Point: Not reported Primary Origin: Not reported Primary System Type: Not reported New Chemical Substance: 0 Audit Performed: No Company Waste ID: OXIDIZING LIQUIDS Primary NAICS Code: 446110 EPA Waste Form Code: W001 Reason Waste Form No Longer Gen.: Not reported EPA Haz Waste: Not reported Waste: Waste ID: 379878 Waste Description: Compressed gas,flammable, n.o.s.,Lighters, Petroleum gases, liquefied, Butane, Desc of Waste: Not reported Texas Waste Code: Not reported Texas Waste Code 2: 0011801 H Waste Code Status: ACTIVE Waste Form: Not reported Waste Classification: H Waste is Radioactive: No Waste Treated Off Site: Not reported Standard Industrial Classification: Not reported Primary Source: Not reported Primary Measurenent Point: Not reported Primary Origin: Not reported Primary System Type: Not reported New Chemical Substance: 0 Audit Performed: No Company Waste ID: FLAM AEROSOL AND GAS Primary NAICS Code: 446110 EPA Waste Form Code: W801 Reason Waste Form No Longer Gen.: Not reported EPA Haz Waste: Not reported Waste: Waste ID: 370556 Waste Description: Toxic Solids TC6745457.2s Page 21 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number CVS PHARMACY 2328 (Continued) S118195219 Desc of Waste: Not reported Texas Waste Code: Not reported Texas Waste Code 2: 0114001 H Waste Code Status: ACTIVE Waste Form: Not reported Waste Classification: H Waste is Radioactive: No Waste Treated Off Site: Not reported Standard Industrial Classification: Not reported Primary Source: Not reported Primary Measurenent Point: Not reported Primary Origin: Not reported Primary System Type: Not reported New Chemical Substance: 0 Audit Performed: No Company Waste ID: TOXIC SOLIDS Primary NAICS Code: 446110 EPA Waste Form Code: W001 Reason Waste Form No Longer Gen.: Not reported EPA Haz Waste: Not reported Waste: Waste ID: 370555 Waste Description: Corrosive Basic Liquids Desc of Waste: Not reported Texas Waste Code: Not reported Texas Waste Code 2: 0014001H Waste Code Status: ACTIVE Waste Form: Not reported Waste Classification: H Waste is Radioactive: No Waste Treated Off Site: Not reported Standard Industrial Classification: Not reported Primary Source: Not reported Primary Measurenent Point: Not reported Primary Origin: Not reported Primary System Type: Not reported New Chemical Substance: 0 Audit Performed: No Company Waste ID: BASIC LIQUID CORROS Primary NAICS Code: 446110 EPA Waste Form Code: W001 Reason Waste Form No Longer Gen.: Not reported EPA Haz Waste: Not reported Waste: Waste ID: 370554 Waste Description: Aerosols, Flammable;A new hazardous waste determination has been performed on t Desc of Waste: Not reported Texas Waste Code: Not reported Texas Waste Code 2: 0013801H Waste Code Status: INACTIVE Waste Form: Not reported Waste Classification: H Waste is Radioactive: No Waste Treated Off Site: Not reported Standard Industrial Classification: Not reported TC6745457.2s Page 22 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number CVS PHARMACY 2328 (Continued) S118195219 Primary Source: Not reported Primary Measurenent Point: Not reported Primary Origin: Not reported Primary System Type: Not reported New Chemical Substance: 0 Audit Performed: No Company Waste ID: AEROSOLS FLAMMABLE Primary NAICS Code: 446110 EPA Waste Form Code: W001 Reason Waste Form No Longer Gen.: RECLASSIFIED EPA Haz Waste: Not reported Waste: Waste ID: 370552 Waste Description: Acute Toxic Solids Desc of Waste: Not reported Texas Waste Code: Not reported Texas Waste Code 2: 0125004H Waste Code Status: ACTIVE Waste Form: Not reported Waste Classification: H Waste is Radioactive: No Waste Treated Off Site: Not reported Standard Industrial Classification: Not reported Primary Source: Not reported Primary Measurenent Point: Not reported Primary Origin: Not reported Primary System Type: Not reported New Chemical Substance: 0 Audit Performed: No Company Waste ID: ACUTE TOXIC SOLIDS Primary NAICS Code: 446110 EPA Waste Form Code: W004 Reason Waste Form No Longer Gen.: Not reported EPA Haz Waste: Not reported Waste: Waste ID: 366890 Waste Description: FLAMMABLE LIQUIDS DAMAGED OR RETURNED GOODS Desc of Waste: Not reported Texas Waste Code: Not reported Texas Waste Code 2: 0015001H Waste Code Status: ACTIVE Waste Form: Not reported Waste Classification: H Waste is Radioactive: No Waste Treated Off Site: Not reported Standard Industrial Classification: Not reported Primary Source: Not reported Primary Measurenent Point: Not reported Primary Origin: Not reported Primary System Type: Not reported New Chemical Substance: 0 Audit Performed: No Company Waste ID: Not reported Primary NAICS Code: 446110 EPA Waste Form Code: W001 Reason Waste Form No Longer Gen.: Not reported TC6745457.2s Page 23 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number CVS PHARMACY 2328 (Continued) S118195219 EPA Haz Waste: Not reported B3 HEB 413 UST 0003414781 3133 S ALAMEDA ST Financial Assurance N/A <1/8 CORPUS CHRISTI,TX 78404 1 ft. Site 1 of 2 in cluster B Relative: UST: Higher Name: HEB 413 Actual: Address: 3133 S ALAMEDA ST 30 ft. City,State,Zip: CORPUS CHRISTI,TX 784042505 Al Number: 69596 Facility Type: RETAIL Facility Begin Date: 04/11/1997 Facility Status: ACTIVE Additional ID: 725571222002086 Facility Exempt Status: N Records Off-Site: Yes UST Financial Assurance Required: Yes Number Of Active UST: 1 Site Location Description: Not reported Site Location(Nearest City Name): Not reported Site Location(County Name): NUECES Site Location(Tceq Region): 14 Site Location(Location Zip): 78404 Contact Name/Title: Contact Organization Name: Not reported Contact Mailing Addressl: Not reported Contact Mailing Address2: Not reported Contact Mailing City/State/Zip: Not reported Contact Telephone: Not reported Facility Contact Address Deliverable: Not reported Contact Fax Number: Not reported Contact Email Address: Not reported Signature Date On Earliest Reg Form: 05/06/1994 Signature Name/Title On Earliest Reg Form: TERRY PARK,GAS OPS MGR Application Received Date On Earliest Reg Form: 05/14/1997 Signature Role On Earliest Reg Form: Not reported Signature Company On Earliest Reg Form: Not reported Enforcement Action: No Facility Not Inspectable: No Operator: PrincID: 691789092002161 Additional ID: 725571222002086 Ai Number: 69596 Operator CN: CN601297963 Operator Name: H-E-B LP Operator Effective Begin Date: 09/04/2001 Operator Type: PA Operator Role: OWNOPRCON Contact Name: TERRY PARR/ Contact Organization Name: H-E-B LP Contact Mailing Address(Delivery): PO BOX 839968 Contact Mailing Address(Internal Delivery): Not reported Contact Mailing City/State/Zip: SAN ANTONIO TX 78283-3968 Contact Phone Country Code: 0 TC6745457.2s Page 24 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HEB 413 (Continued) 0003414781 Contact Phone Area Code: 210 Contact Phone Number: 9384040 Contact Phone Extension: 0 Contact Fax Country Code: Not reported Contact Fax Area Code: Not reported Contact Fax Number: Not reported Contact Fax Extension: Not reported Contact Email Address: PARR.TERRY@HEB.COM Contact Address Deliverable: Not reported Owner: Owner CN: CN601297963 Owner Last Name: H-E-B LP Owner First Name: Not reported Owner Middle Name: Not reported Owner Type: PA Contact Mailing Address(Delivery): PO BOX 839968 Contact Mailing Address(Internal Delivery): Not reported Contact Mailing City: SAN ANTONIO Contact Mailing State: TX Contact Mailing Zip: 78283 Contact Mailing Zips: 3968 Contact Phone Number/Ext: 0 210 9384040/0 Contact Fax Country Code: Not reported Contact Fax Number/Ext: / Contact Email Address: PARR.TERRY@HEB.COM Contact Address Deliverable: Not reported PrincID: 691789092002161 Additional ID: 725571222002086 Al Number: 69596 Owner Effective Begin Date: 09/04/2001 State Tax ID: 17430106579 Contact Role: OWNOPRCON Contact Name/Title: TERRY PARR/ Contact Organization Name: H-E-B LP Self Certification: Self Cert ID: 105623 Cert ID: 339651 Al Number: 69596 Self Certification Date: 07/21/2020 Signature Name/Title: Regina Lopez Operations Trainer Signature Type Role: LEGAL AUTH REP OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 08/31/2021 Reporting Method: S Tank Corrosion Protection Compliance: Y Piping Corrosion Protection Compliance: Y Compartment Release Detection Compliance: Y Piping Release Detection Compliance: Y Spill Prevention/Overfill Compliance: Y TC6745457.2s Page 25 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HEB 413 (Continued) 0003414781 Self Cert ID: 105623 Cert ID: 323556 Al Number: 69596 Self Certification Date: 07/26/2019 Signature Name/Title: Jude A Fournier Petroleum Ops Traing Signature Type Role: LEGAL AUTH REP OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 08/31/2020 Reporting Method: S Tank Corrosion Protection Compliance: Y Piping Corrosion Protection Compliance: Y Compartment Release Detection Compliance: Y Piping Release Detection Compliance: Y Spill Prevention/Overfill Compliance: Y Self Cert ID: 105623 Cert ID: 307056 Al Number: 69596 Self Certification Date: 07/30/2018 Signature Name/Title: Jude A Fournier Petroleum Manager Signature Type Role: LEGAL AUTH REP OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 08/31/2019 Reporting Method: S Tank Corrosion Protection Compliance: Y Piping Corrosion Protection Compliance: Y Compartment Release Detection Compliance: Y Piping Release Detection Compliance: Y Spill Prevention/Overfill Compliance: Y Self Cert ID: 105623 Cert ID: 290146 Al Number: 69596 Self Certification Date: 08/07/2017 Signature Name/Title: Jude A Fournier Petroleum Manager Signature Type Role: LEGAL AUTH REP OPERATOR Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 08/31/2018 Reporting Method: S Tank Corrosion Protection Compliance: Y Piping Corrosion Protection Compliance: Y Compartment Release Detection Compliance: Y Piping Release Detection Compliance: Y Spill Prevention/Overfill Compliance: Y TC6745457.2s Page 26 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HEB 413 (Continued) 0003414781 Self Cert ID: 105623 Cert ID: 273757 Al Number: 69596 Self Certification Date: 08/19/2016 Signature Name/Title: Rosie Espinoza petroluem advisor Signature Type Role: LEGAL AUTH REP OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 08/31/2017 Reporting Method: S Tank Corrosion Protection Compliance: Y Piping Corrosion Protection Compliance: Y Compartment Release Detection Compliance: Y Piping Release Detection Compliance: Y Spill Prevention/Overfill Compliance: Y Self Cert ID: 105623 Cert ID: 256164 Al Number: 69596 Self Certification Date: 08/06/2015 Signature Name/Title: Rosie Espinoza petroleum advisor Signature Type Role: LEGAL AUTH REP OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 08/31/2016 Reporting Method: S Tank Corrosion Protection Compliance: Y Piping Corrosion Protection Compliance: Y Compartment Release Detection Compliance: Y Piping Release Detection Compliance: Y Spill Prevention/Overfill Compliance: Y Self Cert ID: 105623 Cert ID: 238995 Al Number: 69596 Self Certification Date: 07/21/2014 Signature Name/Title: Rosie Espinoza petroleum advisor Signature Type Role: LEGAL AUTH REP OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 08/31/2015 Reporting Method: S Tank Corrosion Protection Compliance: Y Piping Corrosion Protection Compliance: Y Compartment Release Detection Compliance: Y Piping Release Detection Compliance: Y Spill Prevention/Overfill Compliance: Y TC6745457.2s Page 27 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HEB 413 (Continued) 0003414781 Self Cert ID: 105623 Cert ID: 221972 Al Number: 69596 Self Certification Date: 07/11/2013 Signature Name/Title: Rosie Espinoza Administrative Signature Type Role: LEGAL AUTH REP OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 08/31/2014 Reporting Method: S Tank Corrosion Protection Compliance: Y Piping Corrosion Protection Compliance: Y Compartment Release Detection Compliance: Y Piping Release Detection Compliance: Y Spill Prevention/Overfill Compliance: Y Self Cert ID: 105623 Cert ID: 174712 Al Number: 69596 Self Certification Date: 07/12/2012 Signature Name/Title: ROSIE ESPINOZA PETROLEUM ADVISOR Signature Type Role: LEGAL AUTH REP OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 08/31/2013 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 105623 Cert ID: 174711 Al Number: 69596 Self Certification Date: 07/20/2011 Signature Name/Title: ROSIE GOMEZ ADMINISTRATIVE Signature Type Role: LEGAL AUTH REP OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 08/31/2012 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported TC6745457.2s Page 28 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HEB 413 (Continued) 0003414781 Self Cert ID: 105623 Cert ID: 174710 Al Number: 69596 Self Certification Date: 07/30/2010 Signature Name/Title: ROSIE GOMEZ PETROLEUM ADVISOR Signature Type Role: LEGAL AUTH REP OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 08/31/2011 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 105623 Cert ID: 174709 Al Number: 69596 Self Certification Date: 07/21/2009 Signature Name/Title: ROSIE GOMEZ PETROLEUM ADVISOR Signature Type Role: LEGAL AUTH REP OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 08/31/2010 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 105623 Cert ID: 174708 Al Number: 69596 Self Certification Date: 08/27/2008 Signature Name/Title: ROSIE GOMEZ ADMIN Signature Type Role: LEGAL AUTH REP OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 08/31/2009 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported TC6745457.2s Page 29 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HEB 413 (Continued) 0003414781 Self Cert ID: 105623 Cert ID: 174707 Al Number: 69596 Self Certification Date: 07/18/2007 Signature Name/Title: ROSIE GOMEZ TECHNICAL SUPPORT Signature Type Role: LEGAL AUTH REP OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 08/31/2008 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 105623 Cert ID: 174706 Al Number: 69596 Self Certification Date: 07/31/2006 Signature Name/Title: TERRY PARR OPERATIONS MGR Signature Type Role: OPERATOR Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 08/31/2007 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 105623 Cert ID: 174705 Al Number: 69596 Self Certification Date: 07/20/2005 Signature Name/Title: ROSIE GOMEZ ADMINISTRATIVE Signature Type Role: LEGAL AUTH REP OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 08/31/2006 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported TC6745457.2s Page 30 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HEB 413 (Continued) 0003414781 Self Cert ID: 105623 Cert ID: 174704 Al Number: 69596 Self Certification Date: 07/08/2004 Signature Name/Title: ROSIE GOMEZ ADMINISTRATION Signature Type Role: OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 08/31/2005 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 105623 Cert ID: 174703 Al Number: 69596 Self Certification Date: 07/09/2003 Signature Name/Title: ROSIE GOMEZ HEB FACILITY ADMIN Signature Type Role: LEGAL AUTH REP OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 08/31/2004 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 105623 Cert ID: 174702 Al Number: 69596 Self Certification Date: 08/02/2002 Signature Name/Title: TERRY PARR Signature Type Role: OPERATOR Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 08/31/2003 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported TC6745457.2s Page 31 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HEB 413 (Continued) 0003414781 Self Cert ID: 105623 Cert ID: 174701 Al Number: 69596 Self Certification Date: 09/14/2001 Signature Name/Title: TERRY PARR OPS MGR Signature Type Role: OPERATOR Filing Status: INITIAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 08/31/2002 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 105623 Cert ID: 174700 Al Number: 69596 Self Certification Date: 01/17/2001 Signature Name/Title: TERRY PARR OPERATIONS MGR Signature Type Role: OPERATOR Filing Status: INITIAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 05/31/2002 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Tank: Install Date: 04/11/1997 Tank Registration Date: 05/15/1997 Number of Compartments: 2 Tank Capacity: 20000 Tank Singlewall: N Tank Doublewall: Y Pipe Type: P UST ID: 183372 Facility ID: 105623 Ai Number: 69596 Tank Id: 1 Tank Status(Current): IN USE Tank Status Date: 04/11/1997 Empty: N Tank Regulatory Status: FULLY REGULATED Tank Int Prot(Internal Tank Lining Date): Not reported Piping Design(Single Wall): N Piping Design(Double Wall): Y TC6745457.2s Page 32 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HEB 413 (Continued) 0003414781 Tank Ext Cont(Fac-Built Nonmetallic Jacket): N Tank Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Tank Ext Cont(Tank Vault/Rigid Trench Liner): N Piping Ext Cont(Fac-Built Nonmetallic Jacket): N Piping Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Piping Ext Cont(Tank Vault/Rigid Trench Liner): N Tank Material(Steel): N Tank Material(Frp(Fi berglass-Reinforced Plastic): Y Tank Mat(Composite(Steel W/Ext Frp Cladding)): N Tank Mat(Concrete): N Tank Mat(Jacketed(Steel W/Ext Nonmetallic Jck)): N Tank Mat(Coated(Steel W/ExtPolyurethane Cladding)): N Piping Material(Steel): N Piping Mat(Frp(Fiberglass Reinforced Plastic): Y Piping Mat(Concrete): N Piping Mat(Jacketed(Steel W/Ext Nonmetallic Jacket)): N Piping Mat(Nonmetallic Flex Piping): N PipingConnect/Valves(Shear/Impact Valves(Under Disp)): N Piping Connect/Valves(Steel Swing-Joints(End Of Piping)): N Piping Connect/Valves(Flex Connectors(Ends Of Piping)): N Tank Corr Prot Meth(TCPM)(Cathodic-Field Installation): N TCPM(ExtDielectricCoat/Laminate/Tape/Wrap): N TCPM(Cathodic Prot-Faclnstallation): N TCPM(Composite Tank(Steel W/Frp Ext Laminate): N TCPMeth(Coated Tank(Steel W/ExtPolyurethaneLaminate): N TCPM(FRP Tank Or Piping(Noncorrodible)): Y TCPM(Ext Nonmetallic Jacket): N TCPMeth(Unnecessary Per Corrosion Prot Spec): N Piping Corr Prot Meth(Dielectric Coat/Laminate/Tape/Wrap): N Piping Corr Prot Method(PCPM)(Cathodic Factory Install): N PCPM(Cathodic Prot-Field Install): N PCPMethod(FRP Tank Or Piping(Noncorrodible): Y PCPM(Nonmetallic FlexPiping(Noncorrodible)): N PCPMeth(Isolated Open Area/2nd Containment): N PCPM(Dual Protected): N PCPM(Unnec Per Corrosion Prot Specialist): N Tank Corr Prot Compliance Flag: Y Piping Corr Prot Compliance Flag: Y Tank Corrosion Prot Variance: N Piping Corrosion Prot Variance: N Temp Out Of Service Compliance: N Technical Compliance Flag: N Tank Tested Flag: N Installation Signature Date: Not reported Compartment Records: Tank ID: 1 Tank Capacity: 12000 UST Comprt ID: 174681 UST ID: 183372 Al Number: 69596 Compartment ID: A Substance Stored1: GASOLINE Substance Stored2: Not reported Substance Stored3: Not reported CompartmentReleaseDetectionMethod(Vapor): N CRDM(GW Monitoring): N CRDM(Monitoring Of Secondary Cont Barrier): Y TC6745457.2s Page 33 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HEB 413 (Continued) 0003414781 CRDM(Auto Tank Gauge Test/Inv Control): Y CRD M(interstitial Monitoring SecWall/Jacket): Y CRDM(Wkly Manual Gauging(Tanks<=1000 G): N CRDM(Mthly Tank Gauging(Emer Gen Tanks): N CRDM(Sir(Stat Inv Reconciliation)/Inv Control): N PipingReleaseDetectionMethod(PRDM)(Vapor): N PRD M(Groundwater Monitoring): N PRDM(Monitoring Sec Containment Barrier): Y PRDM(InterstitialMonitoring w/in SecWall/Jacket): N PRDM(Mthly Piping Tightness Test)@.2Gph: Y PRDM(AnnualPipingTightTest/ElecMon@.1 Gph: Y PRDM(TriennialTightTest(Suction/GravityPiping): N PRDM AutoLineLeakDet(3.0 Gph PressPiping): Y PRDM(Sir(Statlnv Recon)/Inv Control)): N PRDM(Exempt System Suction: N Spill Overfill Prevention Equip(SOPE): Y SOPE(Spill Cont/Bucket/Sump): Y SOPE(DelShut-Off Valve)): Y SOPE(FlowRestrictorValue: Y SOPE(Alarm(Set@<=90%)W/3a Or 3b: Y SOPE(N/A Deliveries To Tank<=25G): N Compartment Release Det Compliance Flag: Y Piping Release Detection Compliance Flag): Y Spill/OverfillPreventionCompliance Flag: Y Compartment Release Detection Variance: N Piping Release Detection Variance: N Spill And Overfill Prevention Variance: N Stage I Vapor Recovery: TWO POINT SYSTEM Stage 1 Installation Date: Not reported Tank ID: 1 Tank Capacity: 8000 UST Comprt ID: 174682 UST ID: 183372 Al Number: 69596 Compartment ID: B Substance Stored1: GASOLINE Substance Stored2: Not reported Substance Stored3: Not reported CompartmentReleaseDetectionMethod(Vapor): N CRDM(GW Monitoring): N CRDM(Monitoring Of Secondary Cont Barrier): Y CRDM(Auto Tank Gauge Test/Inv Control): Y CRD M(interstitial Monitoring SecWall/Jacket): Y CRDM(Wkly Manual Gauging(Tanks<=1000 G): N CRDM(Mthly Tank Gauging(Emer Gen Tanks): N CRDM(Sir(Stat Inv Reconciliation)/Inv Control): N PipingReleaseDetectionMethod(PRDM)(Vapor): N PRD M(Groundwater Monitoring): N PRDM(Monitoring Sec Containment Barrier): Y PRDM(InterstitialMonitoring w/in SecWall/Jacket): N PRDM(Mthly Piping Tightness Test)@.2Gph: Y PRDM(AnnualPipingTightTest/ElecMon@.1 Gph: Y PRDM(TriennialTightTest(Suction/GravityPiping): N PRDM AutoLineLeakDet(3.0 Gph PressPiping): Y PRDM(Sir(Statlnv Recon)/Inv Control)): N PRDM(Exempt System Suction: N TC6745457.2s Page 34 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HEB 413 (Continued) 0003414781 Spill Overfill Prevention Equip(SOPE): Y SOPE(Spill Cont/Bucket/Sump): Y SOPE(DelShut-Off Valve)): Y SOPE(FlowRestrictorValue: Y SOPE(Alarm(Set@-90%)W/3a Or 3b: Y SOPE(N/A Deliveries To Tank-25G): N Compartment Release Det Compliance Flag: Y Piping Release Detection Compliance Flag): Y Spill/OverfillPreventionCompliance Flag: Y Compartment Release Detection Variance: N Piping Release Detection Variance: N Spill And Overfill Prevention Variance: N Stage I Vapor Recovery: TWO POINT SYSTEM Stage 1 Installation Date: Not reported More Self Certification: Self Cert ID: 26638 Cert ID: 38373 UST Comprt ID: 102379 UST ID: 37681 Al Number: 69596 Tank ID: 1 Compartment ID: A Self Cert ID: 26638 Cert ID: 38374 UST Comprt ID: 102378 UST ID: 37681 Al Number: 69596 Tank ID: 1 Compartment ID: A Self Cert ID: 26638 Cert ID: 38375 UST Comprt ID: 102377 UST ID: 37681 Al Number: 69596 Tank ID: 1 Compartment ID: A Self Cert ID: 26638 Cert ID: 353910 UST Comprt ID: 1028955 UST ID: 37681 Al Number: 69596 Tank ID: 1 Compartment ID: A Self Cert ID: 26638 Cert ID: 335717 UST Comprt ID: 973994 UST ID: 37681 Al Number: 69596 Tank ID: 1 Compartment ID: A Self Cert ID: 26638 TC6745457.2s Page 35 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HEB 413 (Continued) 0003414781 Cert ID: 319969 UST Comprt ID: 926871 UST ID: 37681 Al Number: 69596 Tank ID: 1 Compartment ID: A Self Cert ID: 26638 Cert ID: 302445 UST Comprt ID: 874678 UST ID: 37681 Al Number: 69596 Tank ID: 1 Compartment ID: A Self Cert ID: 26638 Cert ID: 285742 UST Comprt ID: 824482 UST ID: 37681 Al Number: 69596 Tank ID: 1 Compartment ID: A Self Cert ID: 26638 Cert ID: 251959 UST Comprt ID: 724406 UST ID: 37681 Al Number: 69596 Tank ID: 1 Compartment ID: A Self Cert ID: 26638 Cert ID: 268644 UST Comprt ID: 773897 UST ID: 37681 Al Number: 69596 Tank ID: 1 Compartment ID: A Self Cert ID: 26638 Cert ID: 235528 UST Comprt ID: 676124 UST ID: 37681 Al Number: 69596 Tank ID: 1 Compartment ID: A Self Cert ID: 26638 Cert ID: 38612 UST Comprt ID: 102375 UST ID: 37681 Al Number: 69596 Tank ID: 1 Compartment ID: A Self Cert ID: 26638 Cert ID: 38613 TC6745457.2s Page 36 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HEB 413 (Continued) 0003414781 UST Comprt ID: 102374 UST ID: 37681 Al Number: 69596 Tank ID: 1 Compartment ID: A Self Cert ID: 26638 Cert ID: 38614 UST Comprt ID: 102373 UST ID: 37681 Al Number: 69596 Tank ID: 1 Compartment ID: A Self Cert ID: 26638 Cert ID: 38366 UST Comprt ID: 102384 UST ID: 37681 Al Number: 69596 Tank ID: 1 Compartment ID: A Self Cert ID: 26638 Cert ID: 38611 UST Comprt ID: 102376 UST ID: 37681 Al Number: 69596 Tank ID: 1 Compartment ID: A Self Cert ID: 26638 Cert ID: 38367 UST Comprt ID: 102385 UST ID: 37681 Al Number: 69596 Tank ID: 1 Compartment ID: A Self Cert ID: 26638 Cert ID: 38368 UST Comprt ID: 102386 UST ID: 37681 Al Number: 69596 Tank ID: 1 Compartment ID: A Self Cert ID: 26638 Cert ID: 38369 UST Comprt ID: 102383 UST ID: 37681 Al Number: 69596 Tank ID: 1 Compartment ID: A Self Cert ID: 26638 Cert ID: 38370 UST Comprt ID: 102382 TC6745457.2s Page 37 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HEB 413 (Continued) 0003414781 UST ID: 37681 Al Number: 69596 Tank ID: 1 Compartment ID: A Self Cert ID: 26638 Cert ID: 38371 UST Comprt ID: 102381 UST ID: 37681 Al Number: 69596 Tank ID: 1 Compartment ID: A Self Cert ID: 26638 Cert ID: 38372 UST Comprt ID: 102380 UST ID: 37681 Al Number: 69596 Tank ID: 1 Compartment ID: A Construction Notification: NOC ID: 36279 Facility ID: 105623 Al Number: 69596 Application Received Date: 03/27/2020 Scheduled Construction Date: 04/09/2020 UST Improvement: N UST Installation: N UST Removal: N UST Repair: Y UST Return To Service: N UST Replacement: N UST Abandonment: N UST Stage I: N AST Installation: N AST Stage I: N Historical Tracking Number: Not reported Waiver Flag: Not reported Late Filing Flag: Y Form Received Date: 03/27/2020 Signature Date On Form: 03/26/2020 Signature Name On Form: LA DAWN VAUGHN Signature Company On Form: Not reported Signature Title On Form: Not reported Signature Role: Not reported Owner Name At Time Of Construction: H-E-B LP Owner CN At Time Of Construction: CN601297963 Owner AR At Time Of Construction: 58478 General Desc Of Prop Construct: REPLACE TANK SUBMERSIBLE TURBINE PUMP FLEX HOSE NOC ID: 19798 Facility ID: 105623 Al Number: 69596 Application Received Date: 03/18/2005 Scheduled Construction Date: 04/17/2005 TC6745457.2s Page 38 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HEB 413 (Continued) 0003414781 UST Improvement: Y UST Installation: N UST Removal: N UST Repair: N UST Return To Service: N UST Replacement: N UST Abandonment: N UST Stage I: N AST Installation: N AST Stage I: N Historical Tracking Number: M50318082 Waiver Flag: N Late Filing Flag: N Form Received Date: 03/27/2020 Signature Date On Form: 03/26/2020 Signature Name On Form: LA DAWN VAUGHN Signature Company On Form: Not reported Signature Title On Form: Not reported Signature Role: Not reported Owner Name At Time Of Construction: Not reported Owner CN At Time Of Construction: Not reported Owner AR At Time Of Construction: 58478 General Desc Of Prop Construct: Not reported Contractor,Consultant and Installer: Cont/Cons/Installer ID: 85977 UST ID: Not reported NOC ID: 36279 Al Number: 69596 Type Of Contact: CONSULTANT Contractor CRP Number Or Installer ILP Number: Not reported Company Name: ERLING SALES&SERVICE Representative Name: RUBEN POIREE Mailing Address(Delivery): Not reported Mailing Address(Internal Delivery): Not reported Mailing City: PFLUGERVILLE Mailing State: Not reported Mailing Zip: Not reported Mailing Foreign Postal Code: Not reported Mailing County Code: Not reported Phone Number Country Code: Not reported Phone Number Area Code: Not reported Phone Number: Not reported Phone Number Extension: Not reported Fax Number Country Code: Not reported Fax Number Area Code: Not reported Fax Number: Not reported Email Address: Not reported Cont/Cons/Installer ID: 85975 UST ID: Not reported NOC ID: 36279 Al Number: 69596 Type Of Contact: CONTRACTOR Contractor CRP Number Or Installer ILP Number: Not reported Company Name: ERLING SALES&SERVICE Representative Name: RUBEN POIREE TC6745457.2s Page 39 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HEB 413 (Continued) 0003414781 Mailing Address(Delivery): Not reported Mailing Address(Internal Delivery): Not reported Mailing City: PFLUGERVILLE Mailing State: Not reported Mailing Zip: Not reported Mailing Foreign Postal Code: Not reported Mailing County Code: Not reported Phone Number Country Code: Not reported Phone Number Area Code: Not reported Phone Number: Not reported Phone Number Extension: Not reported Fax Number Country Code: Not reported Fax Number Area Code: Not reported Fax Number: Not reported Email Address: Not reported Cont/Cons/Installer ID: 85976 UST ID: Not reported NOC ID: 36279 Al Number: 69596 Type Of Contact: INSTALLER Contractor CRP Number Or Installer ILP Number: ILP000548 Company Name: KMIEC DAVID R Representative Name: Not reported Mailing Address(Delivery): PO BOX 1503 Mailing Address(Internal Delivery): Not reported Mailing City: CYPRESS Mailing State: TX Mailing Zip: 77410 Mailing Foreign Postal Code: Not reported Mailing County Code: Not reported Phone Number Country Code: 1 Phone Number Area Code: 832 Phone Number: 6065098 Phone Number Extension: 0 Fax Number Country Code: Not reported Fax Number Area Code: Not reported Fax Number: Not reported Email Address: Not reported Facility Billing Contacts: Contact Organization Name: H-E-B LP Contact Mailing Address(Delivery): PO BOX 839968 Contact Mailing Address(Internal Delivery): Not reported Contact Mailing City/State/Zip: SAN ANTONIO,TX 78283 3968 Phone Number/Ext: / Contact Fax Number/Ext: / Contact Email Address: Not reported Contact Address Deliverable: Y Facility ID: 105623 Additional ID: 725571222002086 PrincID: 691789092002161 Al Number: 69596 Facility Name: HEB 413 AR Number: 58478 AR UST Number Suffix: Not reported AR AST Number Suffix: U TC6745457.2s Page 40 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HEB 413 (Continued) 0003414781 Contact Name/Title: TERRY PARR/ TX Financial Assurance 2: Name: HEB 413 Address: 3133 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78404 Region: 2 Facility ID: 105623 Finass ID: 233897 Al: 69596 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: 2,000,000 Meets Financial Assurance Req Flag: Y Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 12/29/2019 Date Financial Assurance Form Rec: Not reported Issuer Name: IRONSHORE SPECIALTY INS CO Issuer Phone: Not reported Policy Number: 002606901 Coverage Amount: 1,000,000 Coverage Expiration Date: 12/29/2020 Ins Premium Pre-Paid For Entire Yr: No Proof of Financial Assurance: Yes Name: HEB 413 Address: 3133 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78404 Region: 2 Facility ID: 105623 Finass ID: 217008 Al: 69596 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: 2,000,000 Meets Financial Assurance Req Flag: Y Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 12/29/2018 Date Financial Assurance Form Rec: Not reported Issuer Name: IRONSHORE SPECIALTY INS CO Issuer Phone: Not reported Policy Number: 002606901 Coverage Amount: 1,000,000 Coverage Expiration Date: 12/29/2019 Ins Premium Pre-Paid For Entire Yr: No Proof of Financial Assurance: Yes Name: HEB 413 Address: 3133 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78404 Region: 2 Facility ID: 105623 TC6745457.2s Page 41 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HEB 413 (Continued) 0003414781 Finass ID: 200209 Al: 69596 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: 2,000,000 Meets Financial Assurance Req Flag: Y Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 12/29/2017 Date Financial Assurance Form Rec: Not reported Issuer Name: IRONSHORE SPECIALTY INS CO Issuer Phone: Not reported Policy Number: 002606900 Coverage Amount: 1,000,000 Coverage Expiration Date: 12/29/2018 Ins Premium Pre-Paid For Entire Yr: No Proof of Financial Assurance: Yes Name: HEB 413 Address: 3133 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78404 Region: 2 Facility ID: 105623 Finass ID: 182166 Al: 69596 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: 2,000,000 Meets Financial Assurance Req Flag: Y Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 12/29/2016 Date Financial Assurance Form Rec: Not reported Issuer Name: IRONSHORE SPECIALTY INS CO Issuer Phone: Not reported Policy Number: 002606900 Coverage Amount: 1,000,000 Coverage Expiration Date: 12/29/2017 Ins Premium Pre-Paid For Entire Yr: No Proof of Financial Assurance: Yes Name: HEB 413 Address: 3133 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78404 Region: 2 Facility ID: 105623 Finass ID: 165855 Al: 69596 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: 2,000,000 Meets Financial Assurance Req Flag: Y Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y TC6745457.2s Page 42 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HEB 413 (Continued) 0003414781 Financial Assurance Begin Date: 12/29/2015 Date Financial Assurance Form Rec: Not reported Issuer Name: IRONSHORE SPECIALTY INS CO Issuer Phone: Not reported Policy Number: 002606900 Coverage Amount: 1,000,000 Coverage Expiration Date: 12/29/2016 Ins Premium Pre-Paid For Entire Yr: No Proof of Financial Assurance: Yes Name: HEB 413 Address: 3133 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78404 Region: 2 Facility ID: 105623 Finass ID: 147068 Al: 69596 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: 2,000,000 Meets Financial Assurance Req Flag: Y Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 12/29/2014 Date Financial Assurance Form Rec: Not reported Issuer Name: AIG INS CO Issuer Phone: Not reported Policy Number: PLC 2183057 Coverage Amount: 1,000,000 Coverage Expiration Date: 12/29/2015 Ins Premium Pre-Paid For Entire Yr: No Proof of Financial Assurance: Yes Name: HEB 413 Address: 3133 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78404 Region: 2 Facility ID: 105623 Finass ID: 129887 Al: 69596 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: 2,000,000 Meets Financial Assurance Req Flag: Y Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 12/29/2013 Date Financial Assurance Form Rec: Not reported Issuer Name: OTHER Issuer Phone: Not reported Policy Number: PLC 2183057 Coverage Amount: 1,000,000 Coverage Expiration Date: 12/29/2014 Ins Premium Pre-Paid For Entire Yr: No Proof of Financial Assurance: Yes TC6745457.2s Page 43 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HEB 413 (Continued) 0003414781 Name: HEB 413 Address: 3133 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78404 Region: 2 Facility ID: 105623 Finass ID: 110417 Al: 69596 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: 2,000,000 Meets Financial Assurance Req Flag: Y Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 12/29/2012 Date Financial Assurance Form Rec: Not reported Issuer Name: CHARTIS SPECIALTY INS CO Issuer Phone: Not reported Policy Number: PLC 2183057 Coverage Amount: 1,000,000 Coverage Expiration Date: 12/29/2013 Ins Premium Pre-Paid For Entire Yr: No Proof of Financial Assurance: Yes Name: HEB 413 Address: 3133 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78404 Region: 2 Facility ID: 105623 Finass ID: 112522 Al: 69596 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: 2,000,000 Meets Financial Assurance Req Flag: Y Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 12/29/2012 Date Financial Assurance Form Rec: Not reported Issuer Name: CHARTIS SPECIALTY INS CO Issuer Phone: Not reported Policy Number: PLC 2183057 Coverage Amount: 1,000,000 Coverage Expiration Date: 12/29/2013 Ins Premium Pre-Paid For Entire Yr: No Proof of Financial Assurance: Yes Name: HEB 413 Address: 3133 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78404 Region: 2 Facility ID: 105623 Finass ID: 15046 Al: 69596 Mechanism Type Other: Not reported Multiple Mechanism Types: N TC6745457.2s Page 44 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HEB 413 (Continued) 0003414781 Coverage Amt per Annual Aggregate: Not reported Meets Financial Assurance Req Flag: Not reported Financial Responsibility Type: FINANCIAL TEST Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 01/05/2012 Date Financial Assurance Form Rec: Not reported Issuer Name: SELF(FIN TEST OR LOCAL GOV FT) Issuer Phone: 1 210 9384934 Policy Number: 0 Coverage Amount: 1000000 Coverage Expiration Date: 01/05/2013 Ins Premium Pre-Paid For Entire Yr: No Proof of Financial Assurance: Yes Name: HEB 413 Address: 3133 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78404 Region: 2 Facility ID: 105623 Finass ID: 86239 Al: 69596 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: Not reported Meets Financial Assurance Req Flag: Not reported Financial Responsibility Type: FINANCIAL TEST Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 07/27/2010 Date Financial Assurance Form Rec: Not reported Issuer Name: SELF(FIN TEST OR LOCAL GOV FT) Issuer Phone: 1 210 9387042 Policy Number: None Coverage Amount: 2000000 Coverage Expiration Date: 07/27/2011 Ins Premium Pre-Paid For Entire Yr: No Proof of Financial Assurance: Yes Name: HEB 413 Address: 3133 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78404 Region: 2 Facility ID: 105623 Finass ID: 86240 Al: 69596 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: Not reported Meets Financial Assurance Req Flag: Not reported Financial Responsibility Type: FINANCIAL TEST Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 01/12/2009 Date Financial Assurance Form Rec: Not reported Issuer Name: SELF(FIN TEST OR LOCAL GOV FT) Issuer Phone: 1 210 9387042 TC6745457.2s Page 45 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HEB 413 (Continued) 0003414781 Policy Number: None Coverage Amount: 2000000 Coverage Expiration Date: 01/12/2010 Ins Premium Pre-Paid For Entire Yr: No Proof of Financial Assurance: Yes Name: HEB 413 Address: 3133 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78404 Region: 2 Facility ID: 105623 Finass ID: 86241 Al: 69596 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: Not reported Meets Financial Assurance Req Flag: Not reported Financial Responsibility Type: FINANCIAL TEST Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 08/18/2008 Date Financial Assurance Form Rec: Not reported Issuer Name: SELF(FIN TEST OR LOCAL GOV FT) Issuer Phone: 1 210 9387042 Policy Number: None Coverage Amount: 0 Coverage Expiration Date: 08/18/2009 Ins Premium Pre-Paid For Entire Yr: No Proof of Financial Assurance: Yes Name: HEB 413 Address: 3133 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78404 Region: 2 Facility ID: 105623 Finass ID: 86242 Al: 69596 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: Not reported Meets Financial Assurance Req Flag: Not reported Financial Responsibility Type: FINANCIAL TEST Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 01/01/1901 Date Financial Assurance Form Rec: Not reported Issuer Name: Not reported Issuer Phone: Not reported Policy Number: Unknown Coverage Amount: 0 Coverage Expiration Date: 01/01/1901 Ins Premium Pre-Paid For Entire Yr: No Proof of Financial Assurance: No TC6745457.2s Page 46 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number 134 HEB 413 LPST S116698921 3133 S ALAMEDA ST N/A <1/8 CORPUS CHRISTI,TX 78411 1 ft. Site 2 of 2 in cluster B Relative: LPST: Higher Name: HEB 413 Actual: Address: 3133 S ALAMEDA ST 30 ft. City,State,Zip: CORPUS CHRISTI,TX 78411 Facility ID: 0069596 LPST Id: 111254 Facility Location: 3133 S ALAMEDA TCEQ Region#and City: REGION 14-CORPUS CHRISTI Region City: CORPUS CHRISTI Discovered Date: 12/31/3000 Entered Date: 07/01/1996 Reported Date: 12/31/3000 Closure Date: 11/06/1998 Priority: 4.2-NO GW IMPACT NO APPARENT THREATS OR IMPACTS TO RECEPTORS Program: 1 -RPR CA Status: 6A-FINAL CONCURRENCE ISSUED Priority Description: The vertical extent of contamination has been defined and the assessment results document that groundwater is not affected. Status: FINAL CONCURRENCE ISSUED,CASE CLOSED Coordinators Primary: 1 Coordinators RPR: RPR Responsible Party Name: Not reported Responsible Party Contact: MARILYN SEVON Responsible Party Address: 646 S MAIN AVE Responsible Party City,St,Zip: SAN ANTONIO,TX 78211 Responsible Party Telephone: 210/938-5513 Reported Date: 12/31/3000 Case Start Date: 11/06/1998 Reference Number: RN101741627 Project Manager: HWELCH C5 1.89 CLEANERS DRYCLEANERS S109361631 3237 S ALAMEDA ST N/A <1/8 CORPUS CHRISTI,TX 78404 1 ft. Site 1 of 4 in cluster C Relative: DRYCLEANERS: Higher Name: 1.89 CLEANERS Actual: Address: 3237 S ALAMEDA ST 30 ft. City,State,Zip: CORPUS CHRISTI,TX 78404 RN Number: RN104086145 Region: 14 CN Number: CN602523664 DCR Number: Not reported AR Number: 24001796 Principal Name: KIM INSOO Bill Addr1: 313 NW COUNTY ROAD 0018 Bill Addr2: Not reported Bill City/State/Zip: CORSICANA,TX 75110 1276 EMail: Not reported Phone Number: Not reported Site Name: 1.89 CLEANERS Site Type: DROP STATION REGISTRATION TC6745457.2s Page 47 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number 1.89 CLEANERS (Continued) S109361631 Site Status: ACTIVE Fiscal Year: FY2004 Solvent: Not reported Gallons: Not reported Part Stat: YES Gross Receipts: Not reported Name: 1.89 CLEANERS Address: 3237 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78404 RN Number: RN104086145 Region: 14 CN Number: CN602846156 DCR Number: Not reported AR Number: 24003091 Principal Name: ASJ MANAGEMENT INC Bill Addr1: 1311 S STAPLES ST Bill Addr2: Not reported Bill City/State/Zip: CORPUS CHRISTI,TX 78404 3120 EMail: Not reported Phone Number: Not reported Site Name: 1.89 CLEANERS Site Type: DROP STATION REGISTRATION Site Status: ACTIVE Fiscal Year: FY2005 Solvent: Not reported Gallons: Not reported Part Stat: YES Gross Receipts: Not reported Name: 1.89 CLEANERS Address: 3237 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78404 RN Number: RN104086145 Region: 14 CN Number: CN602846156 DCR Number: Not reported AR Number: 24003091 Principal Name: ASJ MANAGEMENT INC Bill Addr1: 1311 S STAPLES ST Bill Addr2: Not reported Bill City/State/Zip: CORPUS CHRISTI,TX 78404 3120 EMail: Not reported Phone Number: Not reported Site Name: 1.89 CLEANERS Site Type: DROP STATION REGISTRATION Site Status: ACTIVE Fiscal Year: FY2006 Solvent: Not reported Gallons: Not reported Part Stat: YES Gross Receipts: $150,000 OR LESS Name: 1.89 CLEANERS Address: 3237 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78404 RN Number: RN104086145 TC6745457.2s Page 48 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number 1.89 CLEANERS (Continued) S109361631 Region: 14 CN Number: CN602846156 DCR Number: Not reported AR Number: 24003091 Principal Name: ASJ MANAGEMENT INC Bill Addr1: 1311 S STAPLES ST Bill Addr2: Not reported Bill City/State/Zip: CORPUS CHRISTI,TX 78404 3120 EMail: Not reported Phone Number: Not reported Site Name: 1.89 CLEANERS Site Type: DROP STATION REGISTRATION Site Status: ACTIVE Fiscal Year: FY2007 Solvent: Not reported Gallons: Not reported Part Stat: YES Gross Receipts: $150,000 OR LESS Name: 1.89 CLEANERS Address: 3237 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78404 RN Number: RN104086145 Region: 14 CN Number: CN602846156 DCR Number: Not reported AR Number: 24003091 Principal Name: ASJ MANAGEMENT INC Bill Addr1: 1311 S STAPLES ST Bill Addr2: Not reported Bill City/State/Zip: CORPUS CHRISTI,TX 78404 3120 EMail: Not reported Phone Number: Not reported Site Name: 1.89 CLEANERS Site Type: DROP STATION REGISTRATION Site Status: INACTIVE Fiscal Year: FY2008 Solvent: Not reported Gallons: Not reported Part Stat: YES Gross Receipts: $150,000 OR LESS C6 DAVIDSONS GULF EDR Hist Auto 1020141514 3245 SOUTH ALAMEDA N/A <1/8 CORPUS CHRSTI,TX 78411 1 ft. Site 2 of 4 in cluster C Relative: EDR Hist Auto Higher Actual: Year: Name: Type: 30 ft. 1973 DAVIDSONS GULF Gasoline Service Stations 1974 DAVIDSONS GULF Gasoline Service Stations 1975 DAVIDSONS GULF Gasoline Service Stations 1976 DAVIDSONS GULF Gasoline Service Stations 1977 DAVIDSONS GULF Gasoline Service Stations 1978 DAVIDSONS GULF Gasoline Service Stations 1979 DAVIDSONS GULF Gasoline Service Stations TC6745457.2s Page 49 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number DAVIDSONS GULF (Continued) 1020141514 1986 MCMINNS STATION Gasoline Service Stations 1987 MCMINNS STATION Gasoline Service Stations 1988 MCMINNS STATION Gasoline Service Stations 1990 MCMINNS STATION Gasoline Service Stations 1991 MCMINN&COMPANY INC Convenience Stores 1992 MCMINN&COMPANY INC Convenience Stores 1993 MCMINN&COMPANY INC Convenience Stores 1994 MCMINN&COMPANY INC Convenience Stores 1995 MCMINN&COMPANY INC Convenience Stores 1996 MCMINN&COMPANY INC Convenience Stores 1997 MCMINN&COMPANY INC Convenience Stores 1998 MCMINN&COMPANY INC Convenience Stores 1999 MCMINN&COMPANY INC Convenience Stores 2000 MCMINN&COMPANY INC Convenience Stores 2001 MCMINN&COMPANY INC Convenience Stores 2002 MCMINN&COMPANY INC Convenience Stores 2003 MCMINN&COMPANY INC Convenience Stores C7 AMANS FOOD MART 2 LPST 0001262287 3245 S ALAMEDA ST UST N/A <1/8 CORPUS CHRISTI,TX 78404 ENF 1 ft. Financial Assurance Site 3 of 4 in cluster C Relative: LPST: Higher Name: AMANS FOOD MART 2 Actual: Address: 3245 S ALAMEDA ST 30 ft. City,State,Zip: CORPUS CHRISTI,TX Facility ID: Not reported LPST Id: 119540 Facility Location: Not reported TCEQ Region#and City: REGION 14-CORPUS CHRISTI Region City: Not reported Discovered Date: 06/15/2014 Entered Date: 01/06/2015 Reported Date: 10/31/2014 Closure Date: 04/21/2015 Priority: 4.0-ASSESSMENT INCOMPLETE NO APPARENT RECEPTORS IMPACTED Program: 1 -RPR CA Status: 6A-FINAL CONCURRENCE ISSUED Priority Description: Not reported Status: Not reported Coordinators Primary: Not reported Coordinators RPR: Not reported Responsible Party Name: Not reported Responsible Party Contact: Not reported Responsible Party Address: Not reported Responsible Party City,St,Zip: Not reported Responsible Party Telephone: Not reported Reported Date: 10/31/2014 Case Start Date: 04/21/2015 Reference Number: RN101799344 Project Manager: DROGERS Name: CHEVRON STATION 108652 Address: 3245 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX Facility ID: Not reported TC6745457.2s Page 50 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AMANS FOOD MART 2 (Continued) 0001262287 LPST Id: 95619 Facility Location: Not reported TCEQ Region#and City: REGION 14-CORPUS CHRISTI Region City: Not reported Discovered Date: 05/22/1990 Entered Date: 05/31/1990 Reported Date: 05/23/1990 Closure Date: 10/11/1993 Priority: 4.1-GW IMPACTED NO APPARENT THREATS OR IMPACTS TO RECEPTORS Program: 1 -RPR CA Status: 6A-FINAL CONCURRENCE ISSUED Priority Description: Not reported Status: Not reported Coordinators Primary: Not reported Coordinators RPR: Not reported Responsible Party Name: Not reported Responsible Party Contact: Not reported Responsible Party Address: Not reported Responsible Party City,St,Zip: Not reported Responsible Party Telephone: Not reported Reported Date: 05/23/1990 Case Start Date: 10/11/1993 Reference Number: RN101799344 Project Manager: MBAME UST: Name: AMANS FOOD MART 2 Address: 3245 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 784042507 Al Number: 28653 Facility Type: RETAIL Facility Begin Date: 01/01/1978 Facility Status: INACTIVE Additional ID: 223469112002087 Facility Exempt Status: N Records Off-Site: No UST Financial Assurance Required: No Number Of Active UST: 0 Site Location Description: Not reported Site Location(Nearest City Name): Not reported Site Location(County Name): NUECES Site Location(Tceq Region): 14 Site Location(Location Zip): 78404 Contact Name/Title: AZIZ MOMIN,MGR Contact Organization Name: AMANS FOOD MART 2 Contact Mailing Address1: Not reported Contact Mailing Address2: Not reported Contact Mailing City/State/Zip: Not reported Contact Telephone: 3618550265 Facility Contact Address Deliverable: Not reported Contact Fax Number: Not reported Contact Email Address: Not reported Signature Date On Earliest Reg Form: 10/31/2014 Signature Name/Title On Earliest Reg Form: AMAN ULLAH, Application Received Date On Earliest Reg Form: 11/04/2014 Signature Role On Earliest Reg Form: Not reported Signature Company On Earliest Reg Form: Not reported TC6745457.2s Page 51 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AMANS FOOD MART 2 (Continued) 0001262287 Enforcement Action: No Facility Not Inspectable: No Operator: PrincID: 628411872004082 Additional ID: 223469112002087 Ai Number: 28653 Operator CN: CN602591836 Operator Name: AMSAL INC Operator Effective Begin Date: 03/01/2004 Operator Type: CO Operator Role: Not reported Contact Name: / Contact Organization Name: Not reported Contact Mailing Address(Delivery): Not reported Contact Mailing Address(Internal Delivery): Not reported Contact Mailing City/State/Zip: - Contact Phone Country Code: Not reported Contact Phone Area Code: Not reported Contact Phone Number: Not reported Contact Phone Extension: Not reported Contact Fax Country Code: Not reported Contact Fax Area Code: Not reported Contact Fax Number: Not reported Contact Fax Extension: Not reported Contact Email Address: Not reported Contact Address Deliverable: Not reported Owner: Owner CN: CN602591844 Owner Last Name: E Z STOP INC Owner First Name: Not reported Owner Middle Name: Not reported Owner Type: CO Contact Mailing Address(Delivery): Not reported Contact Mailing Address(Internal Delivery): Not reported Contact Mailing City: Not reported Contact Mailing State: Not reported Contact Mailing Zip: Not reported Contact Mailing Zips: Not reported Contact Phone Number/Ext: / Contact Fax Country Code: Not reported Contact Fax Number/Ext: / Contact Email Address: Not reported Contact Address Deliverable: Not reported PrincID: 502417702004082 Additional ID: 223469112002087 Al Number: 28653 Owner Effective Begin Date: 03/01/2004 State Tax ID: 17428803245 Contact Role: Not reported Contact Name/Title: / Contact Organization Name: Not reported Self Certification: Self Cert ID: 65801 Cert ID: 81545 TC6745457.2s Page 52 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AMANS FOOD MART 2 (Continued) 0001262287 Al Number: 28653 Self Certification Date: 08/15/2008 Signature Name/Title: AZIZ MOMIN MANAGER Signature Type Role: OPERATOR Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 08/31/2009 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 65801 Cert ID: 81544 Al Number: 28653 Self Certification Date: 09/28/2007 Signature Name/Title: AZIZ MOMIN MGR Signature Type Role: OPERATOR Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 08/31/2008 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 65801 Cert ID: 81543 Al Number: 28653 Self Certification Date: 08/01/2006 Signature Name/Title: AZIZ MOMIN MGR Signature Type Role: OPERATOR Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 08/31/2007 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 65801 Cert ID: 81542 TC6745457.2s Page 53 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AMANS FOOD MART 2 (Continued) 0001262287 Al Number: 28653 Self Certification Date: 06/23/2005 Signature Name/Title: AZIZ MOMIN MGR Signature Type Role: OPERATOR Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 08/31/2006 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 65801 Cert ID: 81541 Al Number: 28653 Self Certification Date: 06/30/2004 Signature Name/Title: BAKARD ALI PRES Signature Type Role: OPERATOR Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 08/31/2005 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 65801 Cert ID: 81540 Al Number: 28653 Self Certification Date: 03/03/2004 Signature Name/Title: AMAN ULLAH PRES Signature Type Role: LEGAL AUTH REP OWNER Filing Status: INITIAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 08/31/2004 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 65801 Cert ID: 81539 TC6745457.2s Page 54 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AMANS FOOD MART 2 (Continued) 0001262287 Al Number: 28653 Self Certification Date: 04/01/2003 Signature Name/Title: AMAN ULLAH PRESIDENT Signature Type Role: OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 03/31/2004 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 65801 Cert ID: 81538 Al Number: 28653 Self Certification Date: 07/20/2002 Signature Name/Title: AMAN ULLAH PRESIDENT Signature Type Role: OWNER Filing Status: INITIAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 03/31/2003 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 65801 Cert ID: 81537 Al Number: 28653 Self Certification Date: 12/29/2000 Signature Name/Title: DAVID MCMINN OWNER Signature Type Role: OWNER Filing Status: INITIAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 05/31/2002 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Tank: Install Date: 01/01/1978 TC6745457.2s Page 55 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AMANS FOOD MART 2 (Continued) 0001262287 Tank Registration Date: 05/08/1986 Number of Compartments: 1 Tank Capacity: 10000 Tank Singlewall: Y Tank Doublewall: N Pipe Type: P UST ID: 75247 Facility ID: 65801 Ai Number: 28653 Tank Id: 1 Tank Status(Current): REMOVED FROM GROUND Tank Status Date: 06/11/2014 Empty: N Tank Regulatory Status: FULLY REGULATED Tank Int Prot(Internal Tank Lining Date): Not reported Piping Design(Single Wall): Y Piping Design(Double Wall): N Tank Ext Cont(Fac-Built Nonmetallic Jacket): N Tank Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Tank Ext Cont(Tank Vault/Rigid Trench Liner): N Piping Ext Cont(Fac-Built Nonmetallic Jacket): N Piping Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Piping Ext Cont(Tank Vault/Rigid Trench Liner): N Tank Material(Steel): N Tank Material(Frp(Fi berglass-Reinforced Plastic): Y Tank Mat(Composite(Steel W/Ext Frp Cladding)): N Tank Mat(Concrete): N Tank Mat(Jacketed(Steel W/Ext Nonmetallic Jck)): N Tank Mat(Coated(Steel W/ExtPolyurethane Cladding)): N Piping Material(Steel): N Piping Mat(Frp(Fiberglass Reinforced Plastic): Y Piping Mat(Concrete): N Piping Mat(Jacketed(Steel W/Ext Nonmetallic Jacket)): N Piping Mat(Nonmetallic Flex Piping): N PipingConnect/Valves(Shear/Impact Valves(Under Disp)): N Piping Connect/Valves(Steel Swing-Joints(End Of Piping)): N Piping Connect/Valves(Flex Connectors(Ends Of Piping)): N Tank Corr Prot Meth(TCPM)(Cathodic-Field Installation): Y TCPM(ExtDielectricCoat/Laminate/Tape/Wrap): N TCPM(Cathodic Prot-Faclnstallation): N TCPM(Composite Tank(Steel W/Frp Ext Laminate): N TCPMeth(Coated Tank(Steel W/ExtPolyurethaneLaminate): N TCPM(FRP Tank Or Piping(Noncorrodible)): Y TCPM(Ext Nonmetallic Jacket): N TCPMeth(Unnecessary Per Corrosion Prot Spec): N Piping Corr Prot Meth(Dielectric Coat/Laminate/Tape/Wrap): N Piping Corr Prot Method(PCPM)(Cathodic Factory Install): N PCPM(Cathodic Prot-Field Install): N PCPMethod(FRP Tank Or Piping(Noncorrodible): Y PCPM(Nonmetallic FlexPiping(Noncorrodible)): N PCPMeth(Isolated Open Area/2nd Containment): N PCPM(Dual Protected): N PCPM(Unnec Per Corrosion Prot Specialist): N Tank Corr Prot Compliance Flag: Y Piping Corr Prot Compliance Flag: Y Tank Corrosion Prot Variance: N Piping Corrosion Prot Variance: N TC6745457.2s Page 56 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AMANS FOOD MART 2 (Continued) 0001262287 Temp Out Of Service Compliance: Y Technical Compliance Flag: Y Tank Tested Flag: N Installation Signature Date: 04/30/1990 Compartment Records: Tank ID: 1 Tank Capacity: 10000 UST Comprt ID: 69707 UST ID: 75247 Al Number: 28653 Compartment ID: A Substance Stored1: Not reported Substance Stored2: Not reported Substance Stored3: Not reported CompartmentReleaseDetectionMethod(Vapor): N CRDM(GW Monitoring): N CRDM(Monitoring Of Secondary Cont Barrier): N CRDM(Auto Tank Gauge TestlInv Control): Y CRD M(interstitial Monitoring SecWall/Jacket): N CRDM(Wkly Manual Gauging(Tanks<=1000 G): N CRDM(Mthly Tank Gauging(Emer Gen Tanks): N CRDM(Sir(Stat Inv Reconciliation)/Inv Control): N PipingReleaseDetectionMethod(PRDM)(Vapor): N PRD M(Groundwater Monitoring): N PRDM(Monitoring Sec Containment Barrier): N PRDM(InterstitialMonitoring w/in SecWall/Jacket): N PRDM(Mthly Piping Tightness Test)@.2Gph: N PRDM(AnnualPipingTightTest/ElecMon@.1Gph: Y PRDM(TriennialTightTest(Suction/GravityPiping): N PRDM AutoLineLeakDet(3.0 Gph PressPiping): Y PRDM(Sir(Statlnv Recon)/Inv Control)): N PRDM(Exempt System Suction: N Spill Overfill Prevention Equip(SOPE): Y SOPE(Spill Cont/Bucket/Sump): Y SOPE(DelShut-Off Valve)): N SOPE(FlowRestrictorValue: Y SOPE(Alarm(Set@<=90%)W/3a Or 3b: N SOPE(N/A Deliveries To Tank<=25G): N Compartment Release Det Compliance Flag: Y Piping Release Detection Compliance Flag): Y Spill/OverfillPreventionCompliance Flag: Y Compartment Release Detection Variance: N Piping Release Detection Variance: N Spill And Overfill Prevention Variance: N Stage I Vapor Recovery: EXEMPT BY TCEQ RULE Stage 1 Installation Date: Not reported Install Date: 01/01/1978 Tank Registration Date: 05/08/1986 Number of Compartments: 1 Tank Capacity: 10000 Tank Singlewall: Y Tank Doublewall: N Pipe Type: P UST ID: 75249 Facility ID: 65801 TC6745457.2s Page 57 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AMANS FOOD MART 2 (Continued) 0001262287 Ai Number: 28653 Tank Id: 3 Tank Status(Current): REMOVED FROM GROUND Tank Status Date: 06/11/2014 Empty: N Tank Regulatory Status: FULLY REGULATED Tank Int Prot(Internal Tank Lining Date): Not reported Piping Design(Single Wall): Y Piping Design(Double Wall): N Tank Ext Cont(Fac-Built Nonmetallic Jacket): N Tank Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Tank Ext Cont(Tank Vault/Rigid Trench Liner): N Piping Ext Cont(Fac-Built Nonmetallic Jacket): N Piping Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Piping Ext Cont(Tank Vault/Rigid Trench Liner): N Tank Material(Steel): N Tank Material(Frp(Fi berglass-Reinforced Plastic): Y Tank Mat(Composite(Steel W/Ext Frp Cladding)): N Tank Mat(Concrete): N Tank Mat(Jacketed(Steel W/Ext Nonmetallic Jck)): N Tank Mat(Coated(Steel W/ExtPolyurethane Cladding)): N Piping Material(Steel): N Piping Mat(Frp(Fiberglass Reinforced Plastic): Y Piping Mat(Concrete): N Piping Mat(Jacketed(Steel W/Ext Nonmetallic Jacket)): N Piping Mat(Nonmetallic Flex Piping): N PipingConnect/Valves(Shear/Impact Valves(Under Disp)): N Piping Connect/Valves(Steel Swing-Joints(End Of Piping)): N Piping Connect/Valves(Flex Connectors(Ends Of Piping)): N Tank Corr Prot Meth(TCPM)(Cathodic-Field Installation): Y TCPM(ExtDielectricCoat/Laminate/Tape/Wrap): N TCPM(Cathodic Prot-Faclnstallation): N TCPM(Composite Tank(Steel W/Frp Ext Laminate): N TCPMeth(Coated Tank(Steel W/ExtPolyurethaneLaminate): N TCPM(FRP Tank Or Piping(Noncorrodible)): Y TCPM(Ext Nonmetallic Jacket): N TCPMeth(Unnecessary Per Corrosion Prot Spec): N Piping Corr Prot Meth(Dielectric Coat/Laminate/Tape/Wrap): N Piping Corr Prot Method(PCPM)(Cathodic Factory Install): N PCPM(Cathodic Prot-Field Install): N PCPMethod(FRP Tank Or Piping(Noncorrodible): Y PCPM(Nonmetallic FlexPiping(Noncorrodible)): N PCPMeth(Isolated Open Area/2nd Containment): N PCPM(Dual Protected): N PCPM(Unnec Per Corrosion Prot Specialist): N Tank Corr Prot Compliance Flag: Y Piping Corr Prot Compliance Flag: Y Tank Corrosion Prot Variance: N Piping Corrosion Prot Variance: N Temp Out Of Service Compliance: Y Technical Compliance Flag: Y Tank Tested Flag: N Installation Signature Date: 04/30/1990 Compartment Records: Tank ID: 3 Tank Capacity: 10000 UST Comprt ID: 69709 TC6745457.2s Page 58 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AMANS FOOD MART 2 (Continued) 0001262287 UST ID: 75249 Al Number: 28653 Compartment ID: A Substance Stored1: Not reported Substance Stored2: Not reported Substance Stored3: Not reported CompartmentReleaseDetectionMethod(Vapor): N CRDM(GW Monitoring): N CRDM(Monitoring Of Secondary Cont Barrier): N CRDM(Auto Tank Gauge Test/Inv Control): Y CRD M(interstitial Monitoring SecWall/Jacket): N CRDM(Wkly Manual Gauging(Tanks-1000 G): N CRDM(Mthly Tank Gauging(Emer Gen Tanks): N CRDM(Sir(Stat Inv Reconciliation)/Inv Control): N PipingReleaseDetectionMethod(PRDM)(Vapor): N PRD M(Groundwater Monitoring): N PRDM(Monitoring Sec Containment Barrier): N PRDM(InterstitialMonitoring w/in SecWall/Jacket): N PRDM(Mthly Piping Tightness Test)@.2Gph: N PRDM(AnnualPipingTightTest/ElecMon@.1Gph: Y PRDM(TriennialTightTest(Suction/GravityPiping): N PRDM AutoLineLeakDet(3.0 Gph PressPiping): Y PRDM(Sir(Statlnv Recon)/Inv Control)): N PRDM(Exempt System Suction: N Spill Overfill Prevention Equip(SOPE): Y SOPE(Spill Cont/Bucket/Sump): Y SOPE(DelShut-Off Valve)): N SOPE(FlowRestrictorValue: Y SOPE(Alarm(Set@-90%)W/3a Or 3b: N SOPE(N/A Deliveries To Tank-25G): N Compartment Release Det Compliance Flag: Y Piping Release Detection Compliance Flag): Y Spill/OverfillPreventionCompliance Flag: Y Compartment Release Detection Variance: N Piping Release Detection Variance: N Spill And Overfill Prevention Variance: N Stage I Vapor Recovery: EXEMPT BY TCEQ RULE Stage 1 Installation Date: Not reported Install Date: 01/01/1978 Tank Registration Date: 05/08/1986 Number of Compartments: 1 Tank Capacity: 10000 Tank Singlewall: Y Tank Doublewall: N Pipe Type: P UST ID: 75248 Facility ID: 65801 Ai Number: 28653 Tank Id: 2 Tank Status(Current): REMOVED FROM GROUND Tank Status Date: 06/11/2014 Empty: N Tank Regulatory Status: FULLY REGULATED Tank Int Prot(Internal Tank Lining Date): Not reported Piping Design(Single Wall): Y TC6745457.2s Page 59 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AMANS FOOD MART 2 (Continued) 0001262287 Piping Design(Double Wall): N Tank Ext Cont(Fac-Built Nonmetallic Jacket): N Tank Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Tank Ext Cont(Tank Vault/Rigid Trench Liner): N Piping Ext Cont(Fac-Built Nonmetallic Jacket): N Piping Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Piping Ext Cont(Tank Vault/Rigid Trench Liner): N Tank Material(Steel): N Tank Material(Frp(Fi berglass-Reinforced Plastic): Y Tank Mat(Composite(Steel W/Ext Frp Cladding)): N Tank Mat(Concrete): N Tank Mat(Jacketed(Steel W/Ext Nonmetallic Jck)): N Tank Mat(Coated(Steel W/ExtPolyurethane Cladding)): N Piping Material(Steel): N Piping Mat(Frp(Fiberglass Reinforced Plastic): Y Piping Mat(Concrete): N Piping Mat(Jacketed(Steel W/Ext Nonmetallic Jacket)): N Piping Mat(Nonmetallic Flex Piping): N PipingConnect/Valves(Shear/Impact Valves(Under Disp)): N Piping Connect/Valves(Steel Swing-Joints(End Of Piping)): N Piping Connect/Valves(Flex Connectors(Ends Of Piping)): N Tank Corr Prot Meth(TCPM)(Cathodic-Field Installation): Y TCPM(EADielectricCoat/Laminate/Ta pe/Wrap): N TCPM(Cathodic Prot-Faclnstallation): N TCPM(Composite Tank(Steel W/Frp Ext Laminate): N TCPMeth(Coated Tank(Steel W/ExtPolyurethaneLaminate): N TCPM(FRP Tank Or Piping(Noncorrodible)): Y TCPM(Ext Nonmetallic Jacket): N TCPMeth(Unnecessary Per Corrosion Prot Spec): N Piping Corr Prot Meth(Dielectric Coat/Laminate/Tape/Wrap): N Piping Corr Prot Method(PCPM)(Cathodic Factory Install): N PCPM(Cathodic Prot-Field Install): N PCPMethod(FRP Tank Or Piping(Noncorrodible): Y PCPM(Nonmetallic FlexPiping(Noncorrodible)): N PCPMeth(Isolated Open Area/2nd Containment): N PCPM(Dual Protected): N PCPM(Unnec Per Corrosion Prot Specialist): N Tank Corr Prot Compliance Flag: Y Piping Corr Prot Compliance Flag: Y Tank Corrosion Prot Variance: N Piping Corrosion Prot Variance: N Temp Out Of Service Compliance: Y Technical Compliance Flag: Y Tank Tested Flag: N Installation Signature Date: 04/30/1990 Compartment Records: Tank ID: 2 Tank Capacity: 10000 UST Comprt ID: 69708 UST ID: 75248 Al Number: 28653 Compartment ID: A Substance Storedl: Not reported Substance Stored2: Not reported Substance Stored3: Not reported CompartmentReleaseDetectionMethod(Vapor): N CRDM(GW Monitoring): N TC6745457.2s Page 60 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AMANS FOOD MART 2 (Continued) 0001262287 CRDM(Monitoring Of Secondary Cont Barrier): N CRDM(Auto Tank Gauge Test/Inv Control): Y CRD M(interstitial Monitoring SecWall/Jacket): N CRDM(Wkly Manual Gauging(Tanks<=1000 G): N CRDM(Mthly Tank Gauging(Emer Gen Tanks): N CRDM(Sir(Stat Inv Reconciliation)/Inv Control): N PipingReleaseDetectionMethod(PRDM)(Vapor): N PRD M(Groundwater Monitoring): N PRDM(Monitoring Sec Containment Barrier): N PRDM(InterstitialMonitoring w/in SecWall/Jacket): N PRDM(Mthly Piping Tightness Test)@.2Gph: N PRDM(AnnualPipingTightTest/ElecMon@.1Gph: Y PRDM(TriennialTightTest(Suction/GravityPiping): N PRDM AutoLineLeakDet(3.0 Gph PressPiping): Y PRDM(Sir(Statlnv Recon)/Inv Control)): N PRDM(Exempt System Suction: N Spill Overfill Prevention Equip(SOPE): Y SOPE(Spill Cont/Bucket/Sump): Y SOPE(DelShut-Off Valve)): N SOPE(FlowRestrictorValue: Y SOPE(Alarm(Set@<=90%)W/3a Or 3b: N SOPE(N/A Deliveries To Tank<=25G): N Compartment Release Det Compliance Flag: Y Piping Release Detection Compliance Flag): Y Spill/OverfillPreventionCompliance Flag: Y Compartment Release Detection Variance: N Piping Release Detection Variance: N Spill And Overfill Prevention Variance: N Stage I Vapor Recovery: EXEMPT BY TCEQ RULE Stage 1 Installation Date: Not reported Construction Notification: NOC ID: 25633 Facility ID: 65801 Al Number: 28653 Application Received Date: 04/17/2014 Scheduled Construction Date: 05/20/2014 UST Improvement: N UST Installation: N UST Removal: Y UST Repair: N UST Return To Service: N UST Replacement: N UST Abandonment: N UST Stage I: N AST Installation: N AST Stage I: N Historical Tracking Number: Not reported Waiver Flag: Not reported Late Filing Flag: N Form Received Date: 05/27/2014 Signature Date On Form: 05/26/2014 Signature Name On Form: KHALID KHAN Signature Company On Form: Not reported Signature Title On Form: Not reported Signature Role: Not reported TC6745457.2s Page 61 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AMANS FOOD MART 2 (Continued) 0001262287 Owner Name At Time Of Construction: E Z STOP INC Owner CN At Time Of Construction: CN602591844 Owner AR At Time Of Construction: 62388 General Desc Of Prop Construct: REMOVAL OF THREE USTS WHICH ARE NOT CURRENTLY IN USE. REC'D AMENDED NOC 5-27-14 SHOWING NEW REMOVAL DATE OF 6-10-14. NOC ID: 7589 Facility ID: 65801 Al Number: 28653 Application Received Date: 09/24/2002 Scheduled Construction Date: 09/25/2002 UST Improvement: N UST Installation: N UST Removal: N UST Repair: N UST Return To Service: N UST Replacement: Y UST Abandonment: N UST Stage I: N AST Installation: N AST Stage I: N Historical Tracking Number: M20924007 Waiver Flag: N Late Filing Flag: Y Form Received Date: 05/27/2014 Signature Date On Form: 05/26/2014 Signature Name On Form: KHALID KHAN Signature Company On Form: Not reported Signature Title On Form: Not reported Signature Role: Not reported Owner Name At Time Of Construction: Not reported Owner CN At Time Of Construction: Not reported Owner AR At Time Of Construction: 49333 General Desc Of Prop Construct: Not reported NOC ID: 7588 Facility ID: 65801 Al Number: 28653 Application Received Date: 02/11/2005 Scheduled Construction Date: 02/09/2005 UST Improvement: Y UST Installation: N UST Removal: N UST Repair: N UST Return To Service: N UST Replacement: N UST Abandonment: N UST Stage I: N AST Installation: N AST Stage I: N Historical Tracking Number: M50211005 Waiver Flag: N Late Filing Flag: Y Form Received Date: 05/27/2014 Signature Date On Form: 05/26/2014 Signature Name On Form: KHALID KHAN Signature Company On Form: Not reported TC6745457.2s Page 62 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AMANS FOOD MART 2 (Continued) 0001262287 Signature Title On Form: Not reported Signature Role: Not reported Owner Name At Time Of Construction: Not reported Owner CN At Time Of Construction: Not reported Owner AR At Time Of Construction: 62388 General Desc Of Prop Construct: Not reported Contractor,Consultant and Installer: Cont/Cons/Installer ID: 60019 UST ID: Not reported NOC ID: 25633 Al Number: 28653 Type Of Contact: CONSULTANT Contractor CRP Number Or Installer ILP Number: Not reported Company Name: GEO ENVIRONMENTAL CONSULTANTS INC Representative Name: KHALID KHAN Mailing Address(Delivery): 40 LYERLY ST Mailing Address(Internal Delivery): Not reported Mailing City: HOUSTON Mailing State: TX Mailing Zip: 77022 Mailing Foreign Postal Code: Not reported Mailing County Code: Not reported Phone Number Country Code: 1 Phone Number Area Code: 713 Phone Number: 6954708 Phone Number Extension: Not reported Fax Number Country Code: 1 Fax Number Area Code: 713 Fax Number: 6955736 Email Address: Not reported Cont/Cons/Installer ID: 8061 UST ID: Not reported NOC ID: 7589 Al Number: 28653 Type Of Contact: CONTRACTOR Contractor CRP Number Or Installer ILP Number: CRP000821 Company Name: Not reported Representative Name: Not reported Mailing Address(Delivery): Not reported Mailing Address(Internal Delivery): Not reported Mailing City: Not reported Mailing State: Not reported Mailing Zip: Not reported Mailing Foreign Postal Code: Not reported Mailing County Code: Not reported Phone Number Country Code: 1 Phone Number Area Code: Not reported Phone Number: Not reported Phone Number Extension: Not reported Fax Number Country Code: Not reported Fax Number Area Code: Not reported Fax Number: Not reported Email Address: Not reported Cont/Cons/Installer ID: 60018 TC6745457.2s Page 63 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AMANS FOOD MART 2 (Continued) 0001262287 UST ID: Not reported NOC ID: 25633 Al Number: 28653 Type Of Contact: CONTRACTOR Contractor CRP Number Or Installer ILP Number: CRP001276 Company Name: GEO ENVIRONMENTAL CONSULTANTS INC Representative Name: KHALID KHAN Mailing Address(Delivery): 40 LYERLY ST Mailing Address(Internal Delivery): Not reported Mailing City: HOUSTON Mailing State: TX Mailing Zip: 77022 Mailing Foreign Postal Code: Not reported Mailing County Code: Not reported Phone Number Country Code: 1 Phone Number Area Code: 713 Phone Number: 6954710 Phone Number Extension: 0 Fax Number Country Code: Not reported Fax Number Area Code: Not reported Fax Number: Not reported Email Address: Not reported Facility Billing Contacts: Contact Organization Name: E Z STOP INC Contact Mailing Address(Delivery): 5014 CROSSTOWN EXPY Contact Mailing Address(Internal Delivery): Not reported Contact Mailing City/State/Zip: CORPUS CHRISTI,TX 78415 1433 Phone Number/Ext: / Contact Fax Number/Ext: / Contact Email Address: Not reported Contact Address Deliverable: Y Facility ID: 65801 Additional ID: 223469112002087 PrincID: 502417702004082 Al Number: 28653 Facility Name: AMANS FOOD MART 2 AR Number: 62388 AR UST Number Suffix: Not reported AR AST Number Suffix: U Contact Name/Title: AMAN ULLAH/ ENFORCEMENT: Name: AMANS FOOD MART 2 Address: 3245 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78404 Unique TCEQ Ref#Of Customer: CN603688367 Unique TCEQ Ref#Of Reg.Entity: RN101799344 Contact Person For The Reg. Entity: Not reported Owner/operator Of A Regulated Entity: 30 TAC Chapter 37,SubChapter I Regulated Entity Associated With An NOV:E Z STOP LLC Org Title Of The Contact Person: Not reported Investigation Num: 830326 Status Code: WITHDRAWN Status Date: 09/10/2010 TC6745457.2s Page 64 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AMANS FOOD MART 2 (Continued) 0001262287 Violation Tracking Num: 842,538,012,010,196.00 Physical Location: 3245 S ALAMEDA ST,CORPUS CHRISTI TX 78404 Nearest City: CORPUS CHRISTI State Location: TX Zip Location: 78404 Violation Date: 2010-10-27 00:00:00 Violation Category: Category A violations require automatic initiation of formal enforcement action when discovered.The Areas of Concern criteria do not apply to Category A violations. Nov Id: Not reported Role Code: Not reported Date Notice Of Violation Issued: Not reported Description 1: Failed to demonstrate acceptable financial assurance for taking corrective action and for compensating third parties for bodily injury and property damage caused by accidental releases arising from the operation of petroleum USTs. Description 2: Not reported Category Of The NOV: Not reported Method Of Notice Issuance: Not reported TCEQ Prog Area Monitoring Violation: WASTE TCEQ Rule#Cited For The Violation: Not reported Status Of The NOV: DAPPROVED Investigation: Not reported Investigation ID: 403446672010189 Regulated Entity ID: 233469102002087 Date of Notice Enforcement: 09/09/2010 Rejected: NO Type Code: ADMINORDER Date Resolved: 03/19/2011 Assessed Amount: 3500 Deferred Amount: 700 Payable Amount: 2800 Supplemental Env Project Offset Amount: Not reported TX Financial Assurance 2: Name: AMANS FOOD MART 2 Address: 3245 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78404 Region: 2 Facility ID: 65801 Finass ID: 6109 Al: 28653 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: Not reported Meets Financial Assurance Req Flag: Not reported Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 09/25/2007 Date Financial Assurance Form Rec: 11/04/2014 Issuer Name: MID-CONTINENT INS CO Issuer Phone: 1 800 7224994 Policy Number: 04TO67110 Coverage Amount: 1000000 Coverage Expiration Date: 09/27/2008 Ins Premium Pre-Paid For Entire Yr: No TC6745457.2s Page 65 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AMANS FOOD MART 2 (Continued) 0001262287 Proof of Financial Assurance: No Name: AMANS FOOD MART 2 Address: 3245 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78404 Region: 2 Facility ID: 65801 Finass ID: 48066 Al: 28653 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: Not reported Meets Financial Assurance Req Flag: Not reported Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 01/01/1901 Date Financial Assurance Form Rec: 11/04/2014 Issuer Name: Not reported Issuer Phone: Not reported Policy Number: Unknown Coverage Amount: 0 Coverage Expiration Date: 01/01/1901 Ins Premium Pre-Paid For Entire Yr: No Proof of Financial Assurance: No C8 1 89 CLEANERS EDR Hist Cleaner 1019916404 3237 S ALAMEDA ST N/A <1/8 CORPUS CHRISTI,TX 78404 1 ft. Site 4 of 4 in cluster C Relative: EDR Hist Cleaner Higher Actual: Year: Name: Type: 30 ft. 2001 1 89 CLEANERS Drycleaning Plants, Except Rugs, NEC 2002 1 89 CLEANERS Drycleaning Plants, Except Rugs, NEC 2003 1 89 CLEANERS Drycleaning Plants, Except Rugs, NEC 2004 1 89 CLEANERS Drycleaning Plants, Except Rugs, NEC 2005 1 89 CLEANERS Drycleaning Plants, Except Rugs, NEC 2006 1 89 CLEANERS Drycleaning Plants, Except Rugs, NEC 2007 1 89 CLEANERS Drycleaning Plants, Except Rugs, NEC 2008 1 89 CLEANERS Drycleaning Plants, Except Rugs, NEC 9 MCMINN&COMPANY EDR Hist Auto 1020424122 South 3230 RIED DR STE 1 N/A <1/8 CORPUS CHRSTI,TX 78404 0.070 mi. 370 ft. Relative: EDR Hist Auto Higher Actual: Year: Name: Type: 30 ft. 1982 MCMINN&COMPANY Gasoline Service Stations 1983 MCMINN&COMPANY Gasoline Service Stations 1985 MCMINN&COMPANY Gasoline Service Stations TC6745457.2s Page 66 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number D10 CORPUS CHRISTI MEDICAL CENTER DOCTORS REGIONAL RCRA-LQG 1015751417 SSE 3315 S ALAMEDA ST TXR000081259 <118 CORPUS CHRISTI,TX 78411 0.073 mi. 387 ft. Site 1 of 3 in cluster D Relative: RCRA-LQG: Lower Date Form Received by Agency: 20180301 Actual: Handler Name: CORPUS CHRISTI MEDICAL CENTER DOCTORS REGIONAL 29 ft. Handler Address: 3315 S ALAMEDA ST Handler City,State,Zip: CORPUS CHRISTI,TX 78411 EPA ID: TXR000081259 Contact Name: LARRY LEAR Contact Address: S ALAMEDA ST Contact City,State,Zip: CORPUS CHRISTI,TX 78411-1820 Contact Telephone: 361-761-3207 Contact Fax: Not reported Contact Email: LARRY.LEAR@HCAHEALTHCARE.COM Contact Title: ENVIRONMENTAL MANAGER EPA Region: 06 Land Type: Private Federal Waste Generator Description: Large Quantity Generator Non-Notifier: Not reported Biennial Report Cycle: 2017 Accessibility: Not reported Active Site Indicator: Handler Activities State District Owner: Not reported State District: Not reported Mailing Address: S ALAMEDA ST Mailing City,State,Zip: CORPUS CHRISTI,TX 78411-1820 Owner Name: BAY AREA HEALTHCARE GROUP LTD Owner Type: Private Operator Name: BAY AREA HEALTHCARE GROUP LTD Operator Type: Private Short-Term Generator Activity: No Importer Activity: No Mixed Waste Generator: No Transporter Activity: No Transfer Facility Activity: No Recycler Activity with Storage: No Small Quantity On-Site Burner Exemption: No Smelting Melting and Refining Furnace Exemption: No Underground Injection Control: No Off-Site Waste Receipt: No Universal Waste Indicator: No Universal Waste Destination Facility: No Federal Universal Waste: No Active Site Fed-Reg Treatment Storage and Disposal Facility: Not reported Active Site Converter Treatment storage and Disposal Facility: Not reported Active Site State-Reg Treatment Storage and Disposal Facility: Not reported Active Site State-Reg Handler: --- Federal Facility Indicator: Not reported Hazardous Secondary Material Indicator: NN Sub-Part K Indicator: Not reported Commercial TSD Indicator: No Treatment Storage and Disposal Type: Not reported 2018 GPRA Permit Baseline: Not on the Baseline 2018 GPRA Renewals Baseline: Not on the Baseline Permit Renewals Workload Universe: Not reported TC6745457.2s Page 67 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number CORPUS CHRISTI MEDICAL CENTER DOCTORS REGIONAL (Continued) 1015751417 Permit Workload Universe: Not reported Permit Progress Universe: Not reported Post-Closure Workload Universe: Not reported Closure Workload Universe: Not reported 202 GPRA Corrective Action Baseline: No Corrective Action Workload Universe: No Subject to Corrective Action Universe: No Non-TSDFs Where RCRA CA has Been Imposed Universe: No TSDFs Potentially Subject to CA Under 3004(u)/(v)Universe: No TSDFs Only Subject to CA under Discretionary Auth Universe: No Corrective Action Priority Ranking: No NCAPS ranking Environmental Control Indicator: No Institutional Control Indicator: No Human Exposure Controls Indicator: N/A Groundwater Controls Indicator: N/A Operating TSDF Universe: Not reported Full Enforcement Universe: Not reported Significant Non-Complier Universe: No Unaddressed Significant Non-Complier Universe: No Addressed Significant Non-Complier Universe: No Significant Non-Complier With a Compliance Schedule Universe: No Financial Assurance Required: Not reported Handler Date of Last Change: 20181011 Recognized Trader-Importer: No Recognized Trader-Exporter: No Importer of Spent Lead Acid Batteries: No Exporter of Spent Lead Acid Batteries: No Recycler Activity Without Storage: No Manifest Broker: No Sub-Part P Indicator: No Biennial: List of Years Year: 2017 Click Here for Biennial Reporting System Data: Year: 2015 Click Here for Biennial Reporting System Data: Year: 2013 Click Here for Biennial Reporting System Data: Hazardous Waste Summary: Waste Code: D001 Waste Description: IGNITABLE WASTE Waste Code: D007 Waste Description: CHROMIUM Waste Code: D008 Waste Description: LEAD Waste Code: D009 Waste Description: MERCURY Waste Code: D010 TC6745457.2s Page 68 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number CORPUS CHRISTI MEDICAL CENTER DOCTORS REGIONAL (Continued) 1015751417 Waste Description: SELENIUM Waste Code: D011 Waste Description: SILVER Waste Code: D013 Waste Description: LINDANE(1,2,3,4,5,6-HEXA-CHLOROCYCLOHEXANE,GAMMA ISOMER) Waste Code: D022 Waste Description: CHLOROFORM Waste Code: D024 Waste Description: M-CRESOL Waste Code: P001 Waste Description: 2H-1-BENZOPYRAN-2-ONE,4-HYDROXY-3-(3-OXO-1-PHENYLBUTYL},&SALTS, WHEN PRESENT AT CONCENTRATIONS GREATER THAN 0.3%(OR)WARFARIN,& SALTS,WHEN PRESENT AT CONCENTRATIONS GREATER THAN 0.3% Waste Code: P075 Waste Description: NICOTINE,&SALTS(OR)PYRIDINE,3-(1-METHYL-2-PYRROLIDINYL)-,(S)-,& SALTS Waste Code: P188 Waste Description: BENZOIC ACID,2-HYDROXY-,COMPD.WITH (3AS-CIS)-1,2,3,3A,8,8A-HEXAHYDRO-1,3A,8-TRIM ETHYLPYRROLO[2,3-B]INDOL- 5-YL METHYLCARBAMATE ESTER(1:1)(OR)PHYSOSTIGMINE SALICYLATE Waste Code: U010 Waste Description: AZIRINO[2',3':3,4]PYRROLO[1,2-A]INDOLE-4,7-DIONE, 6-AMI NO-8-[[(AM I NOCARBONYL)OXY]M ETHYL]-1,1 A,2,8,8A,8B-HEXAHYDRO-8A-MET HOXY-S-METHYL-, [1AS-(1AALPHA,8BETA,8AALPHA,8BALPHA)]-(OR) MITOMYCIN C Waste Code: U058 Waste Description: 2H-1,3,2-OXAZAPHOSPHORIN-2-AMINE, N,N-BIS(2-CHLOROETHYL)TETRAHYDRO-, 2-OXIDE(OR)CYCLOPHOSPHAMIDE Waste Code: U129 Waste Description: CYCLOHEXANE, 1,2,3,4,5,6-HEXACHLORO-, (1ALPHA,2ALPHA,3BETA,4ALPHA, 5ALPHA,6BETAY(OR)LINDANE Waste Code: U132 Waste Description: HEXACHLOROPHENE(OR)PHENOL,2,2'-METHYLENEBIS[3,4,6-TRICHLORO- Waste Code: U188 Waste Description: PHENOL Waste Code: U204 Waste Description: SELENIOUS ACID(OR)SELENIUM DIOXIDE Waste Code: U205 Waste Description: SELENIUM SULFIDE(OR)SELENIUM SULFIDE SES2(R,T) Handler-Owner Operator: Owner/Operator Indicator: Operator Owner/Operator Name: BAY AREA HEALTHCARE GROUP LTD TC6745457.2s Page 69 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number CORPUS CHRISTI MEDICAL CENTER DOCTORS REGIONAL (Continued) 1015751417 Legal Status: Private Date Became Current: 20120829 Date Ended Current: Not reported Owner/Operator Address: 3315 S ALAMEDA ST Owner/Operator City,State,Zip: CORPUS CHRISTI,TX 78411 Owner/Operator Telephone: 361-761-1400 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: Not reported Owner/Operator Indicator: Operator Owner/Operator Name: BAY AREA HEALTHCARE GROUP LTD Legal Status: Private Date Became Current: 20121005 Date Ended Current: Not reported Owner/Operator Address: 3315 S ALAMEDA ST Owner/Operator City,State,Zip: CORPUS CHRISTI,TX 78411 Owner/Operator Telephone: 361-761-1400 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: Not reported Owner/Operator Indicator: Owner Owner/Operator Name: BAY AREA HEALTHCARE GROUP LTD Legal Status: Private Date Became Current: 20120907 Date Ended Current: Not reported Owner/Operator Address: 3315 S ALAMEDA ST Owner/Operator City,State,Zip: CORPUS CHRISTI,TX 78411 Owner/Operator Telephone: 361-761-1400 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: Not reported Owner/Operator Indicator: Owner Owner/Operator Name: BAY AREA HEALTHCARE GROUP LTD Legal Status: Private Date Became Current: 20120829 Date Ended Current: Not reported Owner/Operator Address: 3315 S ALAMEDA ST Owner/Operator City,State,Zip: CORPUS CHRISTI,TX 78411-1820 Owner/Operator Telephone: 361-761-1400 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: Not reported Owner/Operator Indicator: Owner Owner/Operator Name: BAY AREA HEALTHCARE GROUP LTD Legal Status: Private Date Became Current: 20120829 Date Ended Current: Not reported Owner/Operator Address: 3315 S ALAMEDA ST Owner/Operator City,State,Zip: CORPUS CHRISTI,TX 78411-1820 Owner/Operator Telephone: 361-761-1400 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: Not reported TC6745457.2s Page 70 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number CORPUS CHRISTI MEDICAL CENTER DOCTORS REGIONAL (Continued) 1015751417 Owner/Operator Indicator: Owner Owner/Operator Name: BAY AREA HEALTHCARE GROUP LTD Legal Status: Private Date Became Current: 20120829 Date Ended Current: Not reported Owner/Operator Address: 3315 S ALAMEDA ST Owner/Operator City,State,Zip: CORPUS CHRISTI,TX 78411 Owner/Operator Telephone: 361-761-1400 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: Not reported Owner/Operator Indicator: Owner Owner/Operator Name: BAY AREA HEALTHCARE GROUP LTD Legal Status: Private Date Became Current: 20121005 Date Ended Current: Not reported Owner/Operator Address: 3315 S ALAMEDA ST Owner/Operator City,State,Zip: CORPUS CHRISTI,TX 78411 Owner/Operator Telephone: 361-761-1400 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: Not reported Owner/Operator Indicator: Operator Owner/Operator Name: BAY AREA HEALTHCARE GROUP LTD Legal Status: Private Date Became Current: 20120829 Date Ended Current: Not reported Owner/Operator Address: 3315 S ALAMEDA ST Owner/Operator City,State,Zip: CORPUS CHRISTI,TX 78411-1820 Owner/Operator Telephone: 361-761-1400 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: Not reported Owner/Operator Indicator: Operator Owner/Operator Name: BAY AREA HEALTHCARE GROUP LTD Legal Status: Private Date Became Current: 20120829 Date Ended Current: Not reported Owner/Operator Address: 3315 S ALAMEDA ST Owner/Operator City,State,Zip: CORPUS CHRISTI,TX 78411-1820 Owner/Operator Telephone: 361-761-1400 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: Not reported Owner/Operator Indicator: Operator Owner/Operator Name: BAY AREA HEALTHCARE GROUP LTD Legal Status: Private Date Became Current: 20120829 Date Ended Current: Not reported Owner/Operator Address: 3315 S ALAMEDA ST Owner/Operator City,State,Zip: CORPUS CHRISTI,TX 78411-1820 Owner/Operator Telephone: 361-761-1400 Owner/Operator Telephone Ext: Not reported TC6745457.2s Page 71 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number CORPUS CHRISTI MEDICAL CENTER DOCTORS REGIONAL (Continued) 1015751417 Owner/Operator Fax: Not reported Owner/Operator Email: Not reported Owner/Operator Indicator: Operator Owner/Operator Name: BAY AREA HEALTHCARE GROUP LTD Legal Status: Private Date Became Current: 20120829 Date Ended Current: Not reported Owner/Operator Address: 3315 S ALAMEDA ST Owner/Operator City,State,Zip: CORPUS CHRISTI,TX 78411-1820 Owner/Operator Telephone: 361-761-1400 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: Not reported Owner/Operator Indicator: Owner Owner/Operator Name: BAY AREA HEALTHCARE GROUP LTD Legal Status: Private Date Became Current: 20120829 Date Ended Current: Not reported Owner/Operator Address: 3315 S ALAMEDA ST Owner/Operator City,State,Zip: CORPUS CHRISTI,TX 78411-1820 Owner/Operator Telephone: 361-761-1400 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: Not reported Owner/Operator Indicator: Operator Owner/Operator Name: BAY AREA HEALTHCARE GROUP LTD Legal Status: Private Date Became Current: 20120907 Date Ended Current: Not reported Owner/Operator Address: 3315 S ALAMEDA ST Owner/Operator City,State,Zip: CORPUS CHRISTI,TX 78411 Owner/Operator Telephone: 361-761-1400 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: Not reported Owner/Operator Indicator: Owner Owner/Operator Name: BAY AREA HEALTHCARE GROUP LTD Legal Status: Private Date Became Current: 20120829 Date Ended Current: Not reported Owner/Operator Address: 3315 S ALAMEDA ST Owner/Operator City,State,Zip: CORPUS CHRISTI,TX 78411-1820 Owner/Operator Telephone: 361-761-1400 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: Not reported Historic Generators: Receive Date: 20140301 Handler Name: CORPUS CHRISTI MEDICAL CENTER DOCTORS REGIONAL Federal Waste Generator Description: Large Quantity Generator State District Owner: Not reported Large Quantity Handler of Universal Waste: No TC6745457.2s Page 72 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number CORPUS CHRISTI MEDICAL CENTER DOCTORS REGIONAL (Continued) 1015751417 Recognized Trader Importer: No Recognized Trader Exporter: No Spent Lead Acid Battery Importer: No Spent Lead Acid Battery Exporter: No Current Record: No Non Storage Recycler Activity: Not reported Electronic Manifest Broker: Not reported Receive Date: 20160301 Handler Name: CORPUS CHRISTI MEDICAL CENTER DOCTORS REGIONAL Federal Waste Generator Description: Large Quantity Generator State District Owner: Not reported Large Quantity Handler of Universal Waste: No Recognized Trader Importer: No Recognized Trader Exporter: No Spent Lead Acid Battery Importer: No Spent Lead Acid Battery Exporter: No Current Record: No Non Storage Recycler Activity: Not reported Electronic Manifest Broker: Not reported Receive Date: 20180301 Handler Name: CORPUS CHRISTI MEDICAL CENTER DOCTORS REGIONAL Federal Waste Generator Description: Large Quantity Generator State District Owner: Not reported Large Quantity Handler of Universal Waste: No Recognized Trader Importer: No Recognized Trader Exporter: No Spent Lead Acid Battery Importer: No Spent Lead Acid Battery Exporter: No Current Record: Yes Non Storage Recycler Activity: No Electronic Manifest Broker: No Receive Date: 20120907 Handler Name: BAY AREA HEALTHCARE GROUP LTD-CORPUS CHRISTI MED CENTER DOCTORS REG Federal Waste Generator Description: Large Quantity Generator State District Owner: TX Large Quantity Handler of Universal Waste: No Recognized Trader Importer: No Recognized Trader Exporter: No Spent Lead Acid Battery Importer: No Spent Lead Acid Battery Exporter: No Current Record: No Non Storage Recycler Activity: Not reported Electronic Manifest Broker: Not reported Receive Date: 20121005 Handler Name: BAY AREA HEALTHCARE GROUP LTD-CORPUS CHRISTI MED CTR DOCTORS REGIONAL Federal Waste Generator Description: Large Quantity Generator State District Owner: TX Large Quantity Handler of Universal Waste: No Recognized Trader Importer: No Recognized Trader Exporter: No Spent Lead Acid Battery Importer: No Spent Lead Acid Battery Exporter: No TC6745457.2s Page 73 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number CORPUS CHRISTI MEDICAL CENTER DOCTORS REGIONAL (Continued) 1015751417 Current Record: No Non Storage Recycler Activity: Not reported Electronic Manifest Broker: Not reported Receive Date: 20150303 Handler Name: CORPUS CHRISTI MEDICAL CENTER DOCTORS REGIONAL Federal Waste Generator Description: Large Quantity Generator State District Owner: Not reported Large Quantity Handler of Universal Waste: No Recognized Trader Importer: No Recognized Trader Exporter: No Spent Lead Acid Battery Importer: No Spent Lead Acid Battery Exporter: No Current Record: No Non Storage Recycler Activity: Not reported Electronic Manifest Broker: Not reported Receive Date: 20150826 Handler Name: CORPUS CHRISTI MEDICAL CENTER DOCTORS REGIONAL Federal Waste Generator Description: Large Quantity Generator State District Owner: Not reported Large Quantity Handler of Universal Waste: No Recognized Trader Importer: No Recognized Trader Exporter: No Spent Lead Acid Battery Importer: No Spent Lead Acid Battery Exporter: No Current Record: No Non Storage Recycler Activity: Not reported Electronic Manifest Broker: Not reported List of NAICS Codes and Descriptions: NAICS Code: 62211 NAICS Description: GENERAL MEDICAL AND SURGICAL HOSPITALS NAICS Code: 622110 NAICS Description: GENERAL MEDICAL AND SURGICAL HOSPITALS Facility Has Received Notices of Violation: Found Violation: Yes Agency Which Determined Violation: State Violation Short Description: LDR-General Date Violation was Determined: 20140403 Actual Return to Compliance Date: 20140415 Return to Compliance Qualifier: Documented Violation Responsible Agency: State Scheduled Compliance Date: Not reported Enforcement Identifier: 1 Date of Enforcement Action: 20140403 Enforcement Responsible Agency: State Enforcement Docket Number: Not reported Enforcement Attorney: Not reported Corrective Action Component: No Appeal Initiated Date: Not reported Appeal Resolution Date: Not reported Disposition Status Date: Not reported Disposition Status: Not reported TC6745457.2s Page 74 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number CORPUS CHRISTI MEDICAL CENTER DOCTORS REGIONAL (Continued) 1015751417 Disposition Status Description: Not reported Consent/Final Order Sequence Number:Not reported Consent/Final Order Respondent Name: Not reported Consent/Final Order Lead Agency: Not reported Enforcement Type: VERBAL INFORMAL Enforcement Responsible Person: Not reported Enforcement Responsible Sub-Organization: 14 SEP Sequence Number: Not reported SEP Expenditure Amount: Not reported SEP Scheduled Completion Date: Not reported SEP Actual Date: Not reported SEP Defaulted Date: Not reported SEP Type: Not reported SEP Type Description: Not reported Proposed Amount: Not reported Final Monetary Amount: Not reported Paid Amount: Not reported Final Count: Not reported Final Amount: Not reported Evaluation Action Summary: Evaluation Date: 20140403 Evaluation Responsible Agency: State Found Violation: Yes Evaluation Type Description: COMPLIANCE EVALUATION INSPECTION ON-SITE Evaluation Responsible Person Identifier: Not reported Evaluation Responsible Sub-Organization: 14 Actual Return to Compliance Date: 20140415 Scheduled Compliance Date: Not reported Date of Request: Not reported Date Response Received: Not reported Request Agency: Not reported Former Citation: Not reported D11 CORPUS CHRISTI MEDICAL CENTER DOCTORS REGIONAL Ind.Haz Waste S112202767 SSE 3315 S ALAMEDA ST NIA <1/8 CORPUS CHRISTI,TX 78411 0.073 mi. 387 ft. Site 2 of 3 in cluster D Relative: Ind. Haz Waste: Lower Name: CORPUS CHRISTI MEDICAL CENTER DOCTORS REGIONAL Actual: Address: 3315 S ALAMEDA ST 29 ft. City,State,Zip: CORPUS CHRISTI,TX 78411 Registration Number: 91543 Registration Initial Notification Date: 08/29/2012 Registration Last Amendment Date: 08/26/2015 EPA Identification: TXR000081259 Primary NAICS Code: 622110 Status Change Date: 20120907 Land Type: PRIVATE Description of Facility Site Location: Not reported Site Primary Standard Industrial Code: Not reported Site Primary SIC Description: Not reported Registration is Generator of Waste: Yes Registration is Receivers of Waste: No TC6745457.2s Page 75 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number CORPUS CHRISTI MEDICAL CENTER DOCTORS REGIONAL (Continued) S112202767 Registration is Transporter of Waste: No Registration is Transfer Facility: No Facility is STEERS Reporter: No Reqired to Submit Annual Waste Summary: Yes Facility Involved In Recycling: No Revcr Has Monthly Reporting Requirement: 0 Mexican Facility: Not reported Type of Generator: NON INDUS, LQG TNRCC Region: Not reported Company Name: BAY AREA HEALTHCARE GROUP LTD Contact Name: LARRY LEAR Contact Telephone Number: 361-7613207 Mailing Address: 3315 S ALAMEDA ST Mailing Address2: Not reported Mailing City,St,Zip: CORPUS CHRISTI,TX 784111820 Mailing County: UNITED STATES Facility Country: UNITED STATES TNRCC Facility ID: 130511 Site Owner Tax ID: 0 Site Location Latitude: -00.000 Site Location Longitude: -000.000 Last Update to NOR Data: 20150826 Ind.waste permit Number: Not reported Mun waste permit Number: Not reported Non Notifier: No Business Records Not Found for this RegNo/Year: Owner: Owner Mailing Address: 3315 S ALAMEDA ST Owner Mailing Address2: Not reported Owner Mailing Address3: Not reported Owner City,St,Zip: CORPUS CHRISTI,TX 78411 1820 Owner Country: UNITED STA Owner Phone Number: 1-361-7611400 Owner Fax Number: Not reported Owner Email Address: Not reported Owner Business Type: Corporation Owner Tax Id: 17523874182 Owner Bankruptcy Code: Not reported Operator: Operator Last Name: BAY AREA HEALTHCARE GROUP LTD Operator First Name: Not reported Operator Name: BAY AREA HEALTHCARE GROUP LTD Operator Mailing Address: 3315 S ALAMEDA ST Operator Mailing Address 2: Not reported Operator Mailing City,St,Zip: CORPUS CHRISTI,TX 78411 1820 Operator Country: UNITED STA Operator Phone: 1-361-7611400 Operator Fax: Not reported Operator Email: Not reported Operator Business Type: Corporation Operator Tax Id: 17523874182 Operator Bankruptcy Code: Not reported Contact: Contact Name: Not reported Contact Title: Not reported TC6745457.2s Page 76 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number CORPUS CHRISTI MEDICAL CENTER DOCTORS REGIONAL (Continued) S112202767 Contact Role: OWNOPRCON Contact Address: 3315 S ALAMEDA ST Contact Address2: Not reported Conact City,St,Zip: CORPUS CHRISTI,TX 78411 1820 Contact Phone: 1-361-7611400 Contact Fax: Not reported Contact Email: Not reported Contact: Contact Name: LARRY LEAR Contact Title: HOUSEKEEPING DIRECTOR Contact Role: PRICONT Contact Address: 3315 S ALAMEDA ST Contact Address2: Not reported Conact City,St,Zip: CORPUS CHRISTI,TX 78411 1820 Contact Phone: 1-361-7613207 Contact Fax: 1-361-7613312 Contact Email: LARRY.LEAR@HCAHEALTHCARE.COM Unit: Unit No: 001 Deed Record Needed: Not reported Deed Recording Date: Not reported Unit Type Code: 14 Unit Type: Not reported Unit Status: ACTIVE Unit Regulatory Status: 03 UIC Permit Number: Not reported Capacity: Not reported Capacity Measurment: Not reported Off Site Hazardous Waste: No Off Site Class 1 Waste: Not reported Off Site Class 2 Waste: Not reported Off Site Class 3 Waste: Not reported Off Site Non Indstrl Sld Wst: Not reported System Type Code: Not reported System Type: Not reported System Type Code 1: 141 System Type 1: Not reported System Type Code 2: Not reported System Type 2: Not reported System Type Code 3: Not reported System Type 3: Not reported System Type Code 4: Not reported System Type 4: Not reported Permit Seq#: Not reported Unit Description on NOR: 25 X 23 GALLON. PHARMACEUTICAL CONTAINER STORAGE AREA. Dt Last Changed: 20120829 One Time Shipper Records Not Found for this RegNo/Year: Receiver Type: Not reported Transporter for hire: 0 Transport own waste: 0 Eq 01, if transport waste type=1: Not reported Eq 02, if transport waste type=2: Not reported Eq 03, if transport waste type=3: Not reported Eq 04, if transport waste type=H: Not reported Target TCEQ unique facid for discarded(merged)facility: Not reported TC6745457.2s Page 77 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number CORPUS CHRISTI MEDICAL CENTER DOCTORS REGIONAL (Continued) S112202767 Waste: Waste ID: 375265 Waste Description: Used,worn lead aprons Desc of Waste: Not reported Texas Waste Code: Not reported Texas Waste Code 2: 0004319H Waste Code Status: ACTIVE Waste Form: Not reported Waste Classification: H Waste is Radioactive: No Waste Treated Off Site: Not reported Standard Industrial Classification: Not reported Primary Source: Not reported Primary Measurenent Point: Not reported Primary Origin: Not reported Primary System Type: Not reported New Chemical Substance: 0 Audit Performed: No Company Waste ID: WASTE LEAD APRONS Primary NAICS Code: 622110 EPA Waste Form Code: W319 Reason Waste Form No Longer Gen.: Not reported EPA Haz Waste: Not reported Waste: Waste ID: 370759 Waste Description: Mercury for reclaim Desc of Waste: Not reported Texas Waste Code: Not reported Texas Waste Code 2: 0003117H Waste Code Status: ACTIVE Waste Form: Not reported Waste Classification: H Waste is Radioactive: No Waste Treated Off Site: 1 Standard Industrial Classification: Not reported Primary Source: Not reported Primary Measurenent Point: Not reported Primary Origin: Not reported Primary System Type: Not reported New Chemical Substance: 0 Audit Performed: No Company Waste ID: WASTE FREE MERCURY Primary NAICS Code: 622110 EPA Waste Form Code: W117 Reason Waste Form No Longer Gen.: Not reported EPA Haz Waste: Not reported Waste: Waste ID: 342801 Waste Description: HAZARDOUS PHARMACEUTICALS GENERATED DURING HEALTHCARE ACTIVITIES Desc of Waste: Not reported Texas Waste Code: Not reported Texas Waste Code 2: 0001005H Waste Code Status: ACTIVE Waste Form: Not reported Waste Classification: H Waste is Radioactive: No TC6745457.2s Page 78 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number CORPUS CHRISTI MEDICAL CENTER DOCTORS REGIONAL (Continued) S112202767 Waste Treated Off Site: Not reported Standard Industrial Classification: Not reported Primary Source: Not reported Primary Measurenent Point: Not reported Primary Origin: Not reported Primary System Type: Not reported New Chemical Substance: 0 Audit Performed: No Company Waste ID: Not reported Primary NAICS Code: 622110 EPA Waste Form Code: W005 Reason Waste Form No Longer Gen.: Not reported EPA Haz Waste: Not reported Waste: Waste ID: 341774 Waste Description: AEROSOLS AND INHALERS GENERATED DURING HEALTHCARE ACTIVITIES Desc of Waste: Not reported Texas Waste Code: Not reported Texas Waste Code 2: 0002801H Waste Code Status: ACTIVE Waste Form: Not reported Waste Classification: H Waste is Radioactive: No Waste Treated Off Site: Not reported Standard Industrial Classification: Not reported Primary Source: Not reported Primary Measurenent Point: Not reported Primary Origin: Not reported Primary System Type: Not reported New Chemical Substance: 0 Audit Performed: No Company Waste ID: Not reported Primary NAICS Code: 622110 EPA Waste Form Code: W801 Reason Waste Form No Longer Gen.: Not reported EPA Haz Waste: Not reported D12 HCA DOCTORS REGIONAL HOSPITAL UST 0003188372 SSE 3315 S ALAMEDA ST ASBESTOS N/A <1/8 CORPUS CHRISTI,TX 78411 Financial Assurance 0.073 mi. 387 ft. Site 3 of 3 in cluster D Relative: UST: Lower Name: HCA DOCTORS REGIONAL HOSPITAL Actual: Address: 3315 S ALAMEDA ST 29 ft. City,State,Zip: CORPUS CHRISTI,TX 784111820 Al Number: 44615 Facility Type: EMERGENCY GENERATOR Facility Begin Date: 03/18/1987 Facility Status: ACTIVE Additional ID: 508506552002089 Facility Exempt Status: N Records Off-Site: No UST Financial Assurance Required: Yes Number Of Active UST: 1 Site Location Description: Not reported TC6745457.2s Page 79 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HCA DOCTORS REGIONAL HOSPITAL (Continued) 0003188372 Site Location(Nearest City Name): CORPUS CHRISTI Site Location(County Name): NUECES Site Location(Tceq Region): 14 Site Location(Location Zip): 78411 Contact Name/Title: TIM KING, Contact Organization Name: HCA DOCTORS REGIONAL HOSPITAL Contact Mailing Address1: Not reported Contact Mailing Address2: Not reported Contact Mailing City/State/Zip: Not reported Contact Telephone: 3618777687 Facility Contact Address Deliverable: Not reported Contact Fax Number: 3617611592 Contact Email Address: TIM.KING@HCAHEALTHCARE.COM Signature Date On Earliest Reg Form: 06/17/2019 Signature Name/Title On Earliest Reg Form: TIM KING,FAC MGR Application Received Date On Earliest Reg Form: 07/16/2019 Signature Role On Earliest Reg Form: LEGAL AUTH REP OWNER Signature Company On Earliest Reg Form: Not reported Enforcement Action: No Facility Not Inspectable: No Operator: PrincID: 517506552002089 Additional ID: 508506552002089 Ai Number: 44615 Operator CN: CN601038375 Operator Name: HCA DOCTORS REGIONAL MEDICAL CENTER Operator Effective Begin Date: 07/23/2013 Operator Type: OR Operator Role: OWNOPRCON Contact Name: TIM KING/ Contact Organization Name: HCA DOCTORS REGIONAL MEDICAL CENTER Contact Mailing Address(Delivery): 3315 S ALAMEDA ST Contact Mailing Address(Internal Delivery): Not reported Contact Mailing City/State/Zip: CORPUS CHRISTI TX 78411-1820 Contact Phone Country Code: 0 Contact Phone Area Code: 361 Contact Phone Number: 8777687 Contact Phone Extension: 0 Contact Fax Country Code: 0 Contact Fax Area Code: 361 Contact Fax Number: 7611592 Contact Fax Extension: 0 Contact Email Address: TIM.KING@HCAHEALTHCARE.COM Contact Address Deliverable: Not reported Owner: Owner CN: CN601038375 Owner Last Name: HCA DOCTORS REGIONAL MEDICAL CENTER Owner First Name: Not reported Owner Middle Name: Not reported Owner Type: OR Contact Mailing Address(Delivery): 3315 S ALAMEDA ST Contact Mailing Address(Internal Delivery): Not reported Contact Mailing City: CORPUS CHRISTI Contact Mailing State: TX Contact Mailing Zip: 78411 TC6745457.2s Page 80 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HCA DOCTORS REGIONAL HOSPITAL (Continued) 0003188372 Contact Mailing Zips: 1820 Contact Phone Number/Ext: 0 361 8777687/0 Contact Fax Country Code: 0 Contact Fax Number/Ext: 361 7611592/0 Contact Email Address: TIM.KING@HCAHEALTHCARE.COM Contact Address Deliverable: Not reported PrincID: 517506552002089 Additional ID: 508506552002089 Al Number: 44615 Owner Effective Begin Date: 07/23/2013 State Tax ID: Not reported Contact Role: OWNOPRCON Contact Name/Title: TIM KING/ Contact Organization Name: HCA DOCTORS REGIONAL MEDICAL CENTER Self Certification: Self Cert ID: 72736 Cert ID: 337637 Al Number: 44615 Self Certification Date: 05/12/2020 Signature Name/Title: MICHAEL ROBLING ASST DIR Signature Type Role: LEGAL AUTH REP OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 06/30/2021 Reporting Method: P Tank Corrosion Protection Compliance: Y Piping Corrosion Protection Compliance: Y Compartment Release Detection Compliance: Y Piping Release Detection Compliance: Y Spill Prevention/Overfill Compliance: Y Self Cert ID: 72736 Cert ID: 323099 Al Number: 44615 Self Certification Date: 06/17/2019 Signature Name/Title: TIM KING FAC MGR Signature Type Role: LEGAL AUTH REP OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 06/30/2020 Reporting Method: P Tank Corrosion Protection Compliance: Y Piping Corrosion Protection Compliance: Y Compartment Release Detection Compliance: Y Piping Release Detection Compliance: Y Spill Prevention/Overfill Compliance: Y Self Cert ID: 72736 Cert ID: 304736 Al Number: 44615 TC6745457.2s Page 81 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HCA DOCTORS REGIONAL HOSPITAL (Continued) 0003188372 Self Certification Date: 05/30/2018 Signature Name/Title: TIM KING FAC MGR Signature Type Role: LEGAL AUTH REP OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 06/30/2019 Reporting Method: P Tank Corrosion Protection Compliance: Y Piping Corrosion Protection Compliance: Y Compartment Release Detection Compliance: Y Piping Release Detection Compliance: Y Spill Prevention/Overfill Compliance: Y Self Cert ID: 72736 Cert ID: 286494 Al Number: 44615 Self Certification Date: 05/12/2017 Signature Name/Title: TIM KING FAC MGR Signature Type Role: LEGAL AUTH REP OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 06/30/2018 Reporting Method: P Tank Corrosion Protection Compliance: Y Piping Corrosion Protection Compliance: Y Compartment Release Detection Compliance: Y Piping Release Detection Compliance: Y Spill Prevention/Overfill Compliance: Y Self Cert ID: 72736 Cert ID: 271548 Al Number: 44615 Self Certification Date: 05/23/2016 Signature Name/Title: TIM KING FAC MAINT Signature Type Role: LEGAL AUTH REP OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 06/30/2017 Reporting Method: P Tank Corrosion Protection Compliance: Y Piping Corrosion Protection Compliance: Y Compartment Release Detection Compliance: Y Piping Release Detection Compliance: Y Spill Prevention/Overfill Compliance: Y Self Cert ID: 72736 Cert ID: 254232 Al Number: 44615 TC6745457.2s Page 82 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HCA DOCTORS REGIONAL HOSPITAL (Continued) 0003188372 Self Certification Date: 06/08/2015 Signature Name/Title: TIM KING FAC MAINT MGR Signature Type Role: LEGAL AUTH REP OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 06/30/2016 Reporting Method: P Tank Corrosion Protection Compliance: Y Piping Corrosion Protection Compliance: Y Compartment Release Detection Compliance: Y Piping Release Detection Compliance: Y Spill Prevention/Overfill Compliance: Y Self Cert ID: 72736 Cert ID: 238063 Al Number: 44615 Self Certification Date: 06/20/2014 Signature Name/Title: TIM KING FAC MA INT MGR Signature Type Role: LEGAL AUTH REP OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 06/30/2015 Reporting Method: P Tank Corrosion Protection Compliance: Y Piping Corrosion Protection Compliance: Y Compartment Release Detection Compliance: Y Piping Release Detection Compliance: Y Spill Prevention/Overfill Compliance: Y Self Cert ID: 72736 Cert ID: 227132 Al Number: 44615 Self Certification Date: 09/27/2013 Signature Name/Title: TIM KING FAC MA INT MGR Signature Type Role: LEGAL AUTH REP OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 06/30/2014 Reporting Method: P Tank Corrosion Protection Compliance: Y Piping Corrosion Protection Compliance: Y Compartment Release Detection Compliance: Y Piping Release Detection Compliance: Y Spill Prevention/Overfill Compliance: Y Self Cert ID: 72736 Cert ID: 94521 Al Number: 44615 TC6745457.2s Page 83 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HCA DOCTORS REGIONAL HOSPITAL (Continued) 0003188372 Self Certification Date: 06/28/2012 Signature Name/Title: RUBEN PONCE FAC MGR Signature Type Role: LEGAL AUTH REP OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 06/30/2013 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 72736 Cert ID: 94520 Al Number: 44615 Self Certification Date: 03/19/2012 Signature Name/Title: RUBEN PONCE FACILITY MANAGER Signature Type Role: LEGAL AUTH REP OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 06/30/2012 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 72736 Cert ID: 94519 Al Number: 44615 Self Certification Date: 05/24/2010 Signature Name/Title: RUBEN PONCE FACILITIES MGR Signature Type Role: OPERATOR Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 06/30/2011 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 72736 Cert ID: 94518 Al Number: 44615 TC6745457.2s Page 84 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HCA DOCTORS REGIONAL HOSPITAL (Continued) 0003188372 Self Certification Date: 02/06/2009 Signature Name/Title: RUBEN PONCE FAC MGR Signature Type Role: LEGAL AUTH REP OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 06/30/2009 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 72736 Cert ID: 94517 Al Number: 44615 Self Certification Date: 08/30/2007 Signature Name/Title: ROGER MARTINEZ LEAD ENGINEER Signature Type Role: LEGAL AUTH REP OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 06/30/2008 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 72736 Cert ID: 94516 Al Number: 44615 Self Certification Date: 04/26/2004 Signature Name/Title: ROGER MARTINEZ LEAD ENGR Signature Type Role: LEGAL AUTH REP OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 06/30/2005 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 72736 Cert ID: 94515 Al Number: 44615 TC6745457.2s Page 85 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HCA DOCTORS REGIONAL HOSPITAL (Continued) 0003188372 Self Certification Date: 04/29/2003 Signature Name/Title: ROGER MARTINEZ Signature Type Role: LEGAL AUTH REP OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 06/30/2004 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 72736 Cert ID: 94514 Al Number: 44615 Self Certification Date: 04/22/2002 Signature Name/Title: ONESIMO'ROGER"MARTINEZ CHIEF ENGINEER Signature Type Role: OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 06/30/2003 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 72736 Cert ID: 94513 Al Number: 44615 Self Certification Date: 05/04/2001 Signature Name/Title: ONESIMO'ROGER"MARTINEZ ENG DEPT LEAD ENGR Signature Type Role: OWNER Filing Status: INITIAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 06/30/2002 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Tank: Install Date: 01/01/1984 Tank Registration Date: 03/03/1987 TC6745457.2s Page 86 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HCA DOCTORS REGIONAL HOSPITAL (Continued) 0003188372 Number of Compartments: 1 Tank Capacity: 6000 Tank Singlewall: Y Tank Doublewall: N Pipe Type: S UST ID: 116910 Facility ID: 72736 Ai Number: 44615 Tank Id: 1 Tank Status(Current): REMOVED FROM GROUND Tank Status Date: 08/11/2009 Empty: N Tank Regulatory Status: EMERG POWER GENERATOR Tank Int Prot(Internal Tank Lining Date): Not reported Piping Design(Single Wall): Y Piping Design(Double Wall): N Tank Ext Cont(Fac-Built Nonmetallic Jacket): N Tank Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Tank Ext Cont(Tank Vault/Rigid Trench Liner): N Piping Ext Cont(Fac-Built Nonmetallic Jacket): N Piping Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Piping Ext Cont(Tank Vault/Rigid Trench Liner): N Tank Material(Steel): N Tank Material(Frp(Fi berglass-Reinforced Plastic): Y Tank Mat(Composite(Steel W/Ext Frp Cladding)): N Tank Mat(Concrete): N Tank Mat(Jacketed(Steel W/Ext Nonmetallic Jck)): N Tank Mat(Coated(Steel W/ExtPolyurethane Cladding)): N Piping Material(Steel): Y Piping Mat(Frp(Fiberglass Reinforced Plastic): N Piping Mat(Concrete): N Piping Mat(Jacketed(Steel W/Ext Nonmetallic Jacket)): N Piping Mat(Nonmetallic Flex Piping): N PipingConnect/Valves(Shear/Impact Valves(Under Disp)): N Piping Connect/Valves(Steel Swing-Joints(End Of Piping)): N Piping Connect/Valves(Flex Connectors(Ends Of Piping)): N Tank Corr Prot Meth(TCPM)(Cathodic-Field Installation): N TCPM(ExtDielectricCoat/Laminate/Tape/Wrap): N TCPM(Cathodic Prot-Faclnstallation): N TCPM(Composite Tank(Steel W/Frp Ext Laminate): N TCPMeth(Coated Tank(Steel W/ExtPolyurethaneLaminate): N TCPM(FRP Tank Or Piping(Noncorrodible)): Y TCPM(Ext Nonmetallic Jacket): N TCPMeth(Unnecessary Per Corrosion Prot Spec): N Piping Corr Prot Meth(Dielectric Coat/Laminate/Tape/Wrap): N Piping Corr Prot Method(PCPM)(Cathodic Factory Install): N PCPM(Cathodic Prot-Field Install): N PCPMethod(FRP Tank Or Piping(Noncorrodible): Y PCPM(Nonmetallic FlexPiping(Noncorrodible)): N PCPMeth(Isolated Open Area/2nd Containment): N PCPM(Dual Protected): N PCPM(Unnec Per Corrosion Prot Specialist): N Tank Corr Prot Compliance Flag: Y Piping Corr Prot Compliance Flag: Y Tank Corrosion Prot Variance: N Piping Corrosion Prot Variance: N Temp Out Of Service Compliance: N TC6745457.2s Page 87 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HCA DOCTORS REGIONAL HOSPITAL (Continued) 0003188372 Technical Compliance Flag: N Tank Tested Flag: Y Installation Signature Date: 11/19/1990 Compartment Records: Tank ID: 1 Tank Capacity: 6000 UST Comprt ID: 105679 UST ID: 116910 Al Number: 44615 Compartment ID: A Substance Storedl: DIESEL Substance Stored2: Not reported Substance Stored3: Not reported CompartmentReleaseDetectionMethod(Vapor): N CRDM(GW Monitoring): N CRDM(Monitoring Of Secondary Cont Barrier): N CRDM(Auto Tank Gauge Test/Inv Control): N CRD M(interstitial Monitoring SecWall/Jacket): N CRDM(Wkly Manual Gauging(Tanks-1000 G): N CRDM(Mthly Tank Gauging(Emer Gen Tanks): Y CRDM(Sir(Stat Inv Reconciliation)/Inv Control): N PipingReleaseDetectionMethod(PRDM)(Vapor): N PRD M(Groundwater Monitoring): N PRDM(Monitoring Sec Containment Barrier): N PRDM(InterstitialMonitoring w/in SecWall/Jacket): N PRDM(Mthly Piping Tightness Test)@.2Gph: N PRDM(AnnualPipingTightTest/ElecMon@.1Gph: N PRDM(TriennialTightTest(Suction/GravityPiping): Y PRDM AutoLineLeakDet(3.0 Gph PressPiping): N PRDM(Sir(Statlnv Recon)/Inv Control)): N PRDM(Exempt System Suction: N Spill Overfill Prevention Equip(SOPE): Y SOPE(Spill Cont/Bucket/Sump): Y SOPE(DelShut-Off Valve)): N SOPE(FlowRestrictorValue: Y SOPE(Alarm(Set@<=90%)W/3a Or 3b: N SOPE(N/A Deliveries To Tank-25G): N Compartment Release Det Compliance Flag: N Piping Release Detection Compliance Flag): Y Spill/OverfillPreventionCompliance Flag: Y Compartment Release Detection Variance: N Piping Release Detection Variance: N Spill And Overfill Prevention Variance: N Stage I Vapor Recovery: Not reported Stage 1 Installation Date: Not reported Install Date: 03/12/2010 Tank Registration Date: 05/26/2010 Number of Compartments: 1 Tank Capacity: 8000 Tank Singlewall: N Tank Doublewall: Y Pipe Type: S UST ID: 213538 Facility ID: 72736 Ai Number: 44615 TC6745457.2s Page 88 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HCA DOCTORS REGIONAL HOSPITAL (Continued) 0003188372 Tank Id: 2 Tank Status(Current): IN USE Tank Status Date: 03/12/2010 Empty: N Tank Regulatory Status: FULLY REGULATED Tank Int Prot(Internal Tank Lining Date): Not reported Piping Design(Single Wall): N Piping Design(Double Wall): Y Tank Ext Cont(Fac-Built Nonmetallic Jacket): N Tank Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Tank Ext Cont(Tank Vault/Rigid Trench Liner): N Piping Ext Cont(Fac-Built Nonmetallic Jacket): N Piping Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Piping Ext Cont(Tank Vault/Rigid Trench Liner): N Tank Material(Steel): N Tank Material(Frp(Fi berglass-Reinforced Plastic): Y Tank Mat(Composite(Steel W/Ext Frp Cladding)): N Tank Mat(Concrete): N Tank Mat(Jacketed(Steel W/Ext Nonmetallic Jck)): N Tank Mat(Coated(Steel W/ExtPolyurethane Cladding)): N Piping Material(Steel): N Piping Mat(Frp(Fiberglass Reinforced Plastic): Y Piping Mat(Concrete): N Piping Mat(Jacketed(Steel W/Ext Nonmetallic Jacket)): N Piping Mat(Nonmetallic Flex Piping): N PipingConnect/Valves(Shear/Impact Valves(Under Disp)): N Piping Connect/Valves(Steel Swing-Joints(End Of Piping)): N Piping Connect/Valves(Flex Connectors(Ends Of Piping)): N Tank Corr Prot Meth(TCPM)(Cathodic-Field Installation): N TCPM(ExtDielectricCoat/Laminate/Tape/Wrap): N TCPM(Cathodic Prot-Faclnstallation): N TCPM(Composite Tank(Steel W/Frp Ext Laminate): N TCPMeth(Coated Tank(Steel W/ExtPolyurethaneLaminate): N TCPM(FRP Tank Or Piping(Noncorrodible)): Y TCPM(Ext Nonmetallic Jacket): N TCPMeth(Unnecessary Per Corrosion Prot Spec): N Piping Corr Prot Meth(Dielectric Coat/Laminate/Tape/Wrap): N Piping Corr Prot Method(PCPM)(Cathodic Factory Install): N PCPM(Cathodic Prot-Field Install): N PCPMethod(FRP Tank Or Piping(Noncorrodible): Y PCPM(Nonmetallic FlexPiping(Noncorrodible)): N PCPMeth(Isolated Open Area/2nd Containment): Y PCPM(Dual Protected): N PCPM(Unnec Per Corrosion Prot Specialist): N Tank Corr Prot Compliance Flag: Y Piping Corr Prot Compliance Flag: Y Tank Corrosion Prot Variance: N Piping Corrosion Prot Variance: N Temp Out Of Service Compliance: N Technical Compliance Flag: N Tank Tested Flag: Y Installation Signature Date: 03/22/2010 Compartment Records: Tank ID: 2 Tank Capacity: 8000 UST Comprt ID: 105680 UST ID: 213538 TC6745457.2s Page 89 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HCA DOCTORS REGIONAL HOSPITAL (Continued) 0003188372 Al Number: 44615 Compartment ID: A Substance Stored1: DIESEL Substance Stored2: Not reported Substance Stored3: Not reported CompartmentReleaseDetectionMethod(Vapor): N CRDM(GW Monitoring): N CRDM(Monitoring Of Secondary Cont Barrier): N CRDM(Auto Tank Gauge Test/Inv Control): Y CRD M(interstitial Monitoring SecWall/Jacket): Y CRDM(Wkly Manual Gauging(Tanks-1000 G): N CRDM(Mthly Tank Gauging(Emer Gen Tanks): N CRDM(Sir(Stat Inv Reconciliation)/Inv Control): N PipingReleaseDetectionMethod(PRDM)(Vapor): N PRD M(Groundwater Monitoring): N PRDM(Monitoring Sec Containment Barrier): N PRDM(InterstitialMonitoring w/in SecWall/Jacket): Y PRDM(Mthly Piping Tightness Test)@.2Gph: Y PRDM(AnnualPipingTightTest/ElecMon@.1Gph: N PRDM(TriennialTightTest(Suction/GravityPiping): N PRDM AutoLineLeakDet(3.0 Gph PressPiping): N PRDM(Sir(Statlnv Recon)/Inv Control)): N PRDM(Exempt System Suction: N Spill Overfill Prevention Equip(SOPE): Y SOPE(Spill Cont/Bucket/Sump): Y SOPE(DelShut-Off Valve)): Y SOPE(FlowRestrictorValue: N SOPE(Alarm(Set@-90%)W/3a Or 3b: N SOPE(N/A Deliveries To Tank-25G): N Compartment Release Det Compliance Flag: Y Piping Release Detection Compliance Flag): Y Spill/Overfill PreventionCompliance Flag: Y Compartment Release Detection Variance: N Piping Release Detection Variance: N Spill And Overfill Prevention Variance: N Stage I Vapor Recovery: EXEMPT BY TCEQ RULE Stage 1 Installation Date: Not reported Construction Notification: NOC ID: 10069 Facility ID: 72736 Al Number: 44615 Application Received Date: 07/02/2009 Scheduled Construction Date: 08/01/2009 UST Improvement: Y UST Installation: N UST Removal: N UST Repair: N UST Return To Service: N UST Replacement: N UST Abandonment: N UST Stage I: N AST Installation: N AST Stage I: N Historical Tracking Number: M90702005 Waiver Flag: N TC6745457.2s Page 90 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HCA DOCTORS REGIONAL HOSPITAL (Continued) 0003188372 Late Filing Flag: N Form Received Date: Not reported Signature Date On Form: Not reported Signature Name On Form: Not reported Signature Company On Form: Not reported Signature Title On Form: Not reported Signature Role: Not reported Owner Name At Time Of Construction: Not reported Owner CN At Time Of Construction: Not reported Owner AR At Time Of Construction: 58036 General Desc Of Prop Construct: Not reported Contractor,Consultant and Installer: Cont/Cons/Installer ID: 11020 UST ID: Not reported NOC ID: 10069 Al Number: 44615 Type Of Contact: CONTRACTOR Contractor CRP Number Or Installer ILP Number: CRP000821 Company Name: Not reported Representative Name: Not reported Mailing Address(Delivery): Not reported Mailing Address(Internal Delivery): Not reported Mailing City: Not reported Mailing State: Not reported Mailing Zip: Not reported Mailing Foreign Postal Code: Not reported Mailing County Code: Not reported Phone Number Country Code: 1 Phone Number Area Code: Not reported Phone Number: Not reported Phone Number Extension: Not reported Fax Number Country Code: Not reported Fax Number Area Code: Not reported Fax Number: Not reported Email Address: Not reported Cont/Cons/Installer ID: 29882 UST ID: 213538 NOC ID: Not reported Al Number: 44615 Type Of Contact: CONTRACTOR Contractor CRP Number Or Installer ILP Number: CRP000821 Company Name: PETROLEUM SOLUTIONS INC Representative Name: Not reported Mailing Address(Delivery): Not reported Mailing Address(Internal Delivery): Not reported Mailing City: Not reported Mailing State: Not reported Mailing Zip: Not reported Mailing Foreign Postal Code: Not reported Mailing County Code: Not reported Phone Number Country Code: Not reported Phone Number Area Code: Not reported Phone Number: Not reported Phone Number Extension: Not reported Fax Number Country Code: Not reported TC6745457.2s Page 91 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HCA DOCTORS REGIONAL HOSPITAL (Continued) 0003188372 Fax Number Area Code: Not reported Fax Number: Not reported Email Address: Not reported Cont/Cons/Installer ID: 45046 UST ID: 213538 NOC ID: Not reported Al Number: 44615 Type Of Contact: INSTALLER Contractor CRP Number Or Installer ILP Number: ILP000890 Company Name: Not reported Representative Name: ROBERT BUNGER R Mailing Address(Delivery): Not reported Mailing Address(Internal Delivery): Not reported Mailing City: Not reported Mailing State: Not reported Mailing Zip: Not reported Mailing Foreign Postal Code: Not reported Mailing County Code: Not reported Phone Number Country Code: Not reported Phone Number Area Code: Not reported Phone Number: Not reported Phone Number Extension: Not reported Fax Number Country Code: Not reported Fax Number Area Code: Not reported Fax Number: Not reported Email Address: Not reported Facility Billing Contacts: Contact Organization Name: HCA DOCTORS REGIONAL MEDICAL CENTER Contact Mailing Address(Delivery): 3315 S ALAMEDA ST Contact Mailing Address(Internal Delivery): Not reported Contact Mailing City/State/Zip: CORPUS CHRISTI,TX 78411 1820 Phone Number/Ext: 361 8777687/0 Contact Fax Number/Ext: 361 7611592/0 Contact Email Address: TIM.KING@HCAHEALTHCARE.COM Contact Address Deliverable: Y Facility ID: 72736 Additional ID: 508506552002089 PrincID: 517506552002089 Al Number: 44615 Facility Name: HCA DOCTORS REGIONAL HOSPITAL AR Number: 58036 AR UST Number Suffix: Not reported AR AST Number Suffix: U Contact Name/Title: TIM KING/ ASBESTOS: Name: DR. REGIONAL HOSPITAL STORAGE ROOM Address: 3315 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78411 Date of inspection: Not reported Reason for Inspection: Not reported Violation: Not reported Complaint Date: 2021/01/07 TC6745457.2s Page 92 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HCA DOCTORS REGIONAL HOSPITAL (Continued) 0003188372 Notification Number: Not reported ASB Priority: Not reported PIF State: Not reported Detained: Not reported Product Name: Not reported Time Spent: Not reported Travel Time: Not reported Mileage: Not reported Reg: Not reported Init: Not reported Seq: Not reported Facility Type: Notified Inspector Name: FARRIER,JIMMY Date Report Received: Not reported Date Routed by Supervisor: Not reported Date Routed to PSQA: Not reported Date Reviewed by PSQA: Not reported Date Routed by Supervisor1: Not reported Date Rtnd to Inspector Corrections: Not reported Date Rcvd Back: Not reported Date Rtnd to Inspector Corrections2: Not reported Date Rcvd Back 2: Not reported Date Rtnd to Inspector Corrections 3: Not reported Date Rcvd Back 3: Not reported Notification Status: Not reported Amendo: Not reported Notification Work Type: Not reported Notification Type: Not reported Work Type Flag: Not reported Certification Statement Date: Not reported Certification Statement Phone: Not reported Is The Facility a School or K-12?: Not reported Region: Region 11 Priority: Not reported ARU: Not reported Is this a phased abatement project?: Not reported Ordered: Not reported Is This Project an Emergency?: Not reported Is Building Occupied?: Not reported High Profile: Not reported Ref Method: Not reported Analytical Method: Not reported Start Date: 01/07/2021 Client Code: 1500 Client Name: Environmental Notification License Number: 2020008325 File Number: 57765 License Status Description: Current Expiration Date: 01/08/2021 Original Date: 12/23/2020 Rank Effective Date: 12/23/2020 Mod Code: ANOT Area: Area 11 Staff Operator ID: jfarrier Inspection Number: 25428 Inspection Status: Closed Disposition: 1090-Completed Inspection TC6745457.2s Page 93 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HCA DOCTORS REGIONAL HOSPITAL (Continued) 0003188372 Inspection Class Descriptio: Environmental Inspection Secondary Class Code: AT Inspection Secondary Class Code Descripti&sbestos TAHPR Results: Pass Inspection Number Grade: Not reported Name: DR. REGIONAL HOSPITAL STORAGE ROOM Address: 3315 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78411 Date of inspection: 01/07/2021 Reason for Inspection: Priscilla Vasquez Violation: Not reported Complaint Date: 01/08/2021 Notification Number: 2020008325 ASB Priority: Not reported PIF State: Not reported Detained: Not reported Product Name: Not reported Time Spent: Not reported Travel Time: Not reported Mileage: Not reported Reg: Not reported Init: Not reported Seq: Not reported Facility Type: NESHAP Inspector Name: Not reported Date Report Received: 01/06/2021 Date Routed by Supervisor: Not reported Date Routed to PSQA: Not reported Date Reviewed by PSQA: Not reported Date Routed by Supervisor1: Not reported Date Rtnd to Inspector Corrections: Not reported Date Rcvd Back: Not reported Date Rtnd to Inspector Corrections2: Not reported Date Rcvd Back 2: Not reported Date Rtnd to Inspector Corrections 3: Not reported Date Rcvd Back 3: Not reported Notification Status: Current Amendo: 1 Notification Work Type: Abatement Notification Type: Amendment Work Type Flag: A Certification Statement Date: 01/06/2021 Certification Statement Phone: 361-289-1095 Is The Facility a School or K-12?: N Region: 11 Priority: LOW ARU: 0 Is this a phased abatement project?: N Ordered: N Is This Project an Emergency?: N Is Building Occupied?: Y High Profile: N Ref Method: Full Containtment with RFCI Analytical Method: PLM Start Date: 01/07/2021 Client Code: Not reported TC6745457.2s Page 94 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HCA DOCTORS REGIONAL HOSPITAL (Continued) 0003188372 Client Name: Not reported License Number: Not reported File Number: Not reported License Status Description: Not reported Expiration Date: Not reported Original Date: Not reported Rank Effective Date: Not reported Mod Code: Not reported Area: Not reported Staff Operator ID: Not reported Inspection Number: Not reported Inspection Status: Not reported Disposition: Not reported Inspection Class Descriptio: Not reported Inspection Secondary Class Code: Not reported Inspection Secondary Class Code Descriptibimt reported Results: Not reported Inspection Number Grade: Not reported Name: DR. REGIONAL HOSPITAL STORAGE ROOM Address: 3315 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78411 Date of inspection: 01/07/2021 Reason for Inspection: Priscilla Vasquez Violation: Not reported Complaint Date: 01/07/2021 Notification Number: 2020008325 ASB Priority: Not reported PIF State: Not reported Detained: Not reported Product Name: Not reported Time Spent: Not reported Travel Time: Not reported Mileage: Not reported Reg: Not reported Init: Not reported Seq: Not reported Facility Type: NESHAP Inspector Name: Not reported Date Report Received: 12/23/2020 Date Routed by Supervisor: Not reported Date Routed to PSQA: Not reported Date Reviewed by PSQA: Not reported Date Routed by Supervisor1: Not reported Date Rtnd to Inspector Corrections: Not reported Date Rcvd Back: Not reported Date Rtnd to Inspector Corrections2: Not reported Date Rcvd Back 2: Not reported Date Rtnd to Inspector Corrections 3: Not reported Date Rcvd Back 3: Not reported Notification Status: Current/Has Amendment Amendo: 0 Notification Work Type: Abatement Notification Type: Original Work Type Flag: A Certification Statement Date: 12/23/2020 Certification Statement Phone: 361-289-1095 TC6745457.2s Page 95 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HCA DOCTORS REGIONAL HOSPITAL (Continued) 0003188372 Is The Facility a School or K-12?: N Region: 11 Priority: LOW ARU: 0 Is this a phased abatement project?: N Ordered: N Is This Project an Emergency?: N Is Building Occupied?: Y High Profile: N Ref Method: Full Containtment with RFCI Analytical Method: PLM Start Date: 01/06/2021 Client Code: Not reported Client Name: Not reported License Number: Not reported File Number: Not reported License Status Description: Not reported Expiration Date: Not reported Original Date: Not reported Rank Effective Date: Not reported Mod Code: Not reported Area: Not reported Staff Operator ID: Not reported Inspection Number: Not reported Inspection Status: Not reported Disposition: Not reported Inspection Class Descriptio: Not reported Inspection Secondary Class Code: Not reported Inspection Secondary Class Code Descriptibimt reported Results: Not reported Inspection Number Grade: Not reported TX Financial Assurance 2: Name: HCA DOCTORS REGIONAL HOSPITAL Address: 3315 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78411 Region: 2 Facility ID: 72736 Finass ID: 232459 Al: 44615 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: 2,000,000 Meets Financial Assurance Req Flag: Y Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 09/01/2019 Date Financial Assurance Form Rec: 07/16/2019 Issuer Name: ACE AMERICAN INS CO Issuer Phone: 1 215 6401000 Policy Number: G2706517AO08 Coverage Amount: 2,000,000 Coverage Expiration Date: 09/01/2020 Ins Premium Pre-Paid For Entire Yr: Yes Proof of Financial Assurance: Yes TC6745457.2s Page 96 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HCA DOCTORS REGIONAL HOSPITAL (Continued) 0003188372 Name: HCA DOCTORS REGIONAL HOSPITAL Address: 3315 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78411 Region: 2 Facility ID: 72736 Finass ID: 216713 Al: 44615 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: 2,000,000 Meets Financial Assurance Req Flag: Y Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 09/01/2018 Date Financial Assurance Form Rec: 07/16/2019 Issuer Name: ACE AMERICAN INS CO Issuer Phone: 1 215 6401000 Policy Number: PPI G2706517A 007 Coverage Amount: 2,000,000 Coverage Expiration Date: 09/01/2019 Ins Premium Pre-Paid For Entire Yr: Yes Proof of Financial Assurance: Yes Name: HCA DOCTORS REGIONAL HOSPITAL Address: 3315 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78411 Region: 2 Facility ID: 72736 Finass ID: 198103 Al: 44615 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: 2,000,000 Meets Financial Assurance Req Flag: Y Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 09/01/2017 Date Financial Assurance Form Rec: 07/16/2019 Issuer Name: ACE AMERICAN INS CO Issuer Phone: 1 215 6401000 Policy Number: PPI G2706517A 006 Coverage Amount: 2,000,000 Coverage Expiration Date: 09/01/2018 Ins Premium Pre-Paid For Entire Yr: Yes Proof of Financial Assurance: Yes Name: HCA DOCTORS REGIONAL HOSPITAL Address: 3315 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78411 Region: 2 Facility ID: 72736 Finass ID: 179469 Al: 44615 Mechanism Type Other: Not reported Multiple Mechanism Types: N TC6745457.2s Page 97 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HCA DOCTORS REGIONAL HOSPITAL (Continued) 0003188372 Coverage Amt per Annual Aggregate: 1,000,000 Meets Financial Assurance Req Flag: Y Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 09/01/2016 Date Financial Assurance Form Rec: 07/16/2019 Issuer Name: ACE AMERICAN INS CO Issuer Phone: 1 215 6401000 Policy Number: PPI G2706517A005 Coverage Amount: 2,000,000 Coverage Expiration Date: 09/01/2017 Ins Premium Pre-Paid For Entire Yr: Yes Proof of Financial Assurance: Yes Name: HCA DOCTORS REGIONAL HOSPITAL Address: 3315 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78411 Region: 2 Facility ID: 72736 Finass ID: 164174 Al: 44615 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: 2,000,000 Meets Financial Assurance Req Flag: Y Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 09/01/2015 Date Financial Assurance Form Rec: 07/16/2019 Issuer Name: ACE AMERICAN INS CO Issuer Phone: 1 215 6401000 Policy Number: PPIG2706517A004 Coverage Amount: 2,000,000 Coverage Expiration Date: 09/01/2016 Ins Premium Pre-Paid For Entire Yr: Yes Proof of Financial Assurance: Yes Name: HCA DOCTORS REGIONAL HOSPITAL Address: 3315 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78411 Region: 2 Facility ID: 72736 Finass ID: 145274 Al: 44615 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: 2,000,000 Meets Financial Assurance Req Flag: Y Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 09/01/2014 Date Financial Assurance Form Rec: 07/16/2019 Issuer Name: ACE AMERICAN INS CO Issuer Phone: 1 866 2837122 TC6745457.2s Page 98 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HCA DOCTORS REGIONAL HOSPITAL (Continued) 0003188372 Policy Number: PPIG2706517A003 Coverage Amount: 2,000,000 Coverage Expiration Date: 09/01/2015 Ins Premium Pre-Paid For Entire Yr: Yes Proof of Financial Assurance: Yes Name: HCA DOCTORS REGIONAL HOSPITAL Address: 3315 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78411 Region: 2 Facility ID: 72736 Finass ID: 116771 Al: 44615 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: 2,000,000 Meets Financial Assurance Req Flag: Y Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 09/01/2013 Date Financial Assurance Form Rec: 07/16/2019 Issuer Name: ACE AMERICAN INS CO Issuer Phone: 1 678 7954048 Policy Number: PPIG2706517A002 Coverage Amount: 2,000,000 Coverage Expiration Date: 09/01/2014 Ins Premium Pre-Paid For Entire Yr: Yes Proof of Financial Assurance: Yes Name: HCA DOCTORS REGIONAL HOSPITAL Address: 3315 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78411 Region: 2 Facility ID: 72736 Finass ID: 129528 Al: 44615 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: 2,000,000 Meets Financial Assurance Req Flag: Y Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 09/01/2013 Date Financial Assurance Form Rec: 07/16/2019 Issuer Name: ACE AMERICAN INS CO Issuer Phone: 1 800 9514119 Policy Number: PPIG2706517A002 Coverage Amount: 2,000,000 Coverage Expiration Date: 09/01/2014 Ins Premium Pre-Paid For Entire Yr: Yes Proof of Financial Assurance: Yes Name: HCA DOCTORS REGIONAL HOSPITAL Address: 3315 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78411 TC6745457.2s Page 99 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HCA DOCTORS REGIONAL HOSPITAL (Continued) 0003188372 Region: 2 Facility ID: 72736 Finass ID: 55569 Al: 44615 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: Not reported Meets Financial Assurance Req Flag: Not reported Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 09/01/2011 Date Financial Assurance Form Rec: 07/16/2019 Issuer Name: STEADFAST INS CO Issuer Phone: 1 615 3445889 Policy Number: EPC 587746506 Coverage Amount: 2000000 Coverage Expiration Date: 09/01/2012 Ins Premium Pre-Paid For Entire Yr: Yes Proof of Financial Assurance: Yes Name: HCA DOCTORS REGIONAL HOSPITAL Address: 3315 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78411 Region: 2 Facility ID: 72736 Finass ID: 55570 Al: 44615 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: Not reported Meets Financial Assurance Req Flag: Not reported Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 09/01/2011 Date Financial Assurance Form Rec: 07/16/2019 Issuer Name: STEADFAST INS CO Issuer Phone: 1 615 3445889 Policy Number: EPC 587746506 Coverage Amount: 2000000 Coverage Expiration Date: 09/01/2012 Ins Premium Pre-Paid For Entire Yr: Yes Proof of Financial Assurance: Yes Name: HCA DOCTORS REGIONAL HOSPITAL Address: 3315 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78411 Region: 2 Facility ID: 72736 Finass ID: 7168 Al: 44615 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: Not reported Meets Financial Assurance Req Flag: Not reported Financial Responsibility Type: INSURANCE OR RISK RETENTION TC6745457.2s Page 100 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HCA DOCTORS REGIONAL HOSPITAL (Continued) 0003188372 Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 09/01/2011 Date Financial Assurance Form Rec: 07/16/2019 Issuer Name: STEADFAST INS CO Issuer Phone: 1 615 3445889 Policy Number: EPC 587746506 Coverage Amount: 2000000 Coverage Expiration Date: 09/01/2012 Ins Premium Pre-Paid For Entire Yr: Yes Proof of Financial Assurance: Yes Name: HCA DOCTORS REGIONAL HOSPITAL Address: 3315 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78411 Region: 2 Facility ID: 72736 Finass ID: 55571 Al: 44615 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: Not reported Meets Financial Assurance Req Flag: Not reported Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 09/01/2009 Date Financial Assurance Form Rec: 07/16/2019 Issuer Name: ZURICH AMERICAN INS CO Issuer Phone: 1 800 7131158 Policy Number: PLC5877465-05 Coverage Amount: 2000000 Coverage Expiration Date: 09/01/2010 Ins Premium Pre-Paid For Entire Yr: Yes Proof of Financial Assurance: No Name: HCA DOCTORS REGIONAL HOSPITAL Address: 3315 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78411 Region: 2 Facility ID: 72736 Finass ID: 55572 Al: 44615 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: Not reported Meets Financial Assurance Req Flag: Not reported Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 09/01/2008 Date Financial Assurance Form Rec: 07/16/2019 Issuer Name: ZURICH AMERICAN INS CO Issuer Phone: Not reported Policy Number: PLC5877465-05 Coverage Amount: 2000000 Coverage Expiration Date: 09/01/2009 TC6745457.2s Page 101 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HCA DOCTORS REGIONAL HOSPITAL (Continued) 0003188372 Ins Premium Pre-Paid For Entire Yr: Yes Proof of Financial Assurance: No Name: HCA DOCTORS REGIONAL HOSPITAL Address: 3315 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78411 Region: 2 Facility ID: 72736 Finass ID: 55573 Al: 44615 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: Not reported Meets Financial Assurance Req Flag: Not reported Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 05/01/2007 Date Financial Assurance Form Rec: 07/16/2019 Issuer Name: ZURICH AMERICAN INS CO Issuer Phone: Not reported Policy Number: PLC5877465-04 Coverage Amount: 2000000 Coverage Expiration Date: 05/01/2008 Ins Premium Pre-Paid For Entire Yr: No Proof of Financial Assurance: No Name: HCA DOCTORS REGIONAL HOSPITAL Address: 3315 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78411 Region: 2 Facility ID: 72736 Finass ID: 55574 Al: 44615 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: Not reported Meets Financial Assurance Req Flag: Not reported Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 01/01/1901 Date Financial Assurance Form Rec: 07/16/2019 Issuer Name: Not reported Issuer Phone: Not reported Policy Number: Unknown Coverage Amount: 0 Coverage Expiration Date: 01/01/1901 Ins Premium Pre-Paid For Entire Yr: No Proof of Financial Assurance: No TC6745457.2s Page 102 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number 13 PMI7 UST 0001266967 SSE 3365 S ALAMEDA ST Financial Assurance N/A 1/8-1/4 CORPUS CHRISTI,TX 78411 0.167 mi. 884 ft. Relative: UST: Lower Name: PMI7 Actual: Address: 3365 S ALAMEDA ST 29 ft. City,State,Zip: CORPUS CHRISTI,TX 784111820 Al Number: 33841 Facility Type: RETAIL Facility Begin Date: 01/01/1985 Facility Status: ACTIVE Additional ID: 544525962002154 Facility Exempt Status: N Records Off-Site: No UST Financial Assurance Required: No Number Of Active UST: 3 Site Location Description: Not reported Site Location(Nearest City Name): Not reported Site Location(County Name): NUECES Site Location(Tceq Region): 14 Site Location(Location Zip): 78411 Contact Name/Title: MYUNG-SOOK JEONG, Contact Organization Name: PMI 7 Contact Mailing Address1: Not reported Contact Mailing Address2: Not reported Contact Mailing City/State/Zip: Not reported Contact Telephone: 3619043896 Facility Contact Address Deliverable: Not reported Contact Fax Number: Not reported Contact Email Address: Not reported Signature Date On Earliest Reg Form: 05/11/2018 Signature Name/Title On Earliest Reg Form: MYUNG SOOK JEONG,PRES Application Received Date On Earliest Reg Form: 05/14/2018 Signature Role On Earliest Reg Form: OPERATOR Signature Company On Earliest Reg Form: Not reported Enforcement Action: No Facility Not Inspectable: No Operator: PrincID: 651585912016141 Additional ID: 544525962002154 Ai Number: 33841 Operator CN: CN605154244 Operator Name: MS JEONG INVESTMENT INC Operator Effective Begin Date: 01/21/2015 Operator Type: CO Operator Role: Not reported Contact Name: / Contact Organization Name: Not reported Contact Mailing Address(Delivery): Not reported Contact Mailing Address(Internal Delivery): Not reported Contact Mailing City/State/Zip: - Contact Phone Country Code: Not reported Contact Phone Area Code: Not reported Contact Phone Number: Not reported Contact Phone Extension: Not reported Contact Fax Country Code: Not reported TC6745457.2s Page 103 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number PMI7 (Continued) 0001266967 Contact Fax Area Code: Not reported Contact Fax Number: Not reported Contact Fax Extension: Not reported Contact Email Address: Not reported Contact Address Deliverable: Not reported Owner: Owner CN: CN604033381 Owner Last Name: CHUNG Owner First Name: KYUNG Owner Middle Name: TAK Owner Type: IN Contact Mailing Address(Delivery): Not reported Contact Mailing Address(Internal Delivery): Not reported Contact Mailing City: Not reported Contact Mailing State: Not reported Contact Mailing Zip: Not reported Contact Mailing Zips: Not reported Contact Phone Number/Ext: / Contact Fax Country Code: Not reported Contact Fax Number/Ext: / Contact Email Address: Not reported Contact Address Deliverable: Not reported PrincID: 463484832012032 Additional ID: 544525962002154 Al Number: 33841 Owner Effective Begin Date: 01/21/2008 State Tax ID: Not reported Contact Role: Not reported Contact Name/Title: / Contact Organization Name: Not reported Self Certification: Self Cert ID: 96275 Cert ID: 287102 Al Number: 33841 Self Certification Date: 05/19/2017 Signature Name/Title: MYUNG SOOK JEONG OPERATOR Signature Type Role: OPERATOR Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 06/30/2018 Reporting Method: P Tank Corrosion Protection Compliance: Y Piping Corrosion Protection Compliance: Y Compartment Release Detection Compliance: Y Piping Release Detection Compliance: Y Spill Prevention/Overfill Compliance: Y Self Cert ID: 96275 Cert ID: 269991 Al Number: 33841 Self Certification Date: 04/21/2016 TC6745457.2s Page 104 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number PMI7 (Continued) 0001266967 Signature Name/Title: JEONG MYUNG-SOOK PRES Signature Type Role: OPERATOR Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 06/30/2017 Reporting Method: P Tank Corrosion Protection Compliance: Y Piping Corrosion Protection Compliance: Y Compartment Release Detection Compliance: Y Piping Release Detection Compliance: Y Spill Prevention/Overfill Compliance: Y Self Cert ID: 96275 Cert ID: 252353 Al Number: 33841 Self Certification Date: 05/01/2015 Signature Name/Title: KYUNG SOOK JEONG OPER Signature Type Role: OPERATOR Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 06/30/2016 Reporting Method: P Tank Corrosion Protection Compliance: Y Piping Corrosion Protection Compliance: Y Compartment Release Detection Compliance: Y Piping Release Detection Compliance: Y Spill Prevention/Overfill Compliance: Y Self Cert ID: 96275 Cert ID: 237524 Al Number: 33841 Self Certification Date: 05/01/2014 Signature Name/Title: KYUNG TAK CHUNG PRES OWNER OPER Signature Type Role: OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 06/30/2015 Reporting Method: P Tank Corrosion Protection Compliance: Y Piping Corrosion Protection Compliance: Y Compartment Release Detection Compliance: Y Piping Release Detection Compliance: Y Spill Prevention/Overfill Compliance: Y Self Cert ID: 96275 Cert ID: 220588 Al Number: 33841 Self Certification Date: 05/30/2013 TC6745457.2s Page 105 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number PMI7 (Continued) 0001266967 Signature Name/Title: KYUNG TAK CHUNG OWNER Signature Type Role: OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 06/30/2014 Reporting Method: P Tank Corrosion Protection Compliance: Y Piping Corrosion Protection Compliance: Y Compartment Release Detection Compliance: Y Piping Release Detection Compliance: Y Spill Prevention/Overfill Compliance: N Self Cert ID: 96275 Cert ID: 162334 Al Number: 33841 Self Certification Date: 05/29/2012 Signature Name/Title: KYUNG TAK CHUNG OWNER Signature Type Role: OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 06/30/2013 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 96275 Cert ID: 162333 Al Number: 33841 Self Certification Date: 05/25/2011 Signature Name/Title: KYUUNG TAK CHUNG OWNER/PRES Signature Type Role: OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 06/30/2012 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 96275 Cert ID: 162332 Al Number: 33841 Self Certification Date: 04/30/2010 TC6745457.2s Page 106 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number PMI7 (Continued) 0001266967 Signature Name/Title: KYUNG TAK CHUNG OWNER Signature Type Role: OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 06/30/2011 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 96275 Cert ID: 162331 Al Number: 33841 Self Certification Date: 05/15/2009 Signature Name/Title: KYUNG TAK CHUNG OWNER/PRES Signature Type Role: OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 06/30/2010 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 96275 Cert ID: 162330 Al Number: 33841 Self Certification Date: 01/22/2008 Signature Name/Title: KYUNG TAK CHUNG OWNER Signature Type Role: OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 06/30/2009 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 96275 Cert ID: 162329 Al Number: 33841 Self Certification Date: 01/21/2008 TC6745457.2s Page 107 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number PMI7 (Continued) 0001266967 Signature Name/Title: KYUNG TAK CHUNG OWNER/PRES Signature Type Role: OWNER Filing Status: INITIAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 06/30/2008 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 96275 Cert ID: 162328 Al Number: 33841 Self Certification Date: 05/09/2007 Signature Name/Title: CHANG HO HAHN OWNER Signature Type Role: OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 06/30/2008 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 96275 Cert ID: 162327 Al Number: 33841 Self Certification Date: 06/10/2006 Signature Name/Title: CHANG HO HAHN OWNER Signature Type Role: OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 06/30/2007 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 96275 Cert ID: 162326 Al Number: 33841 Self Certification Date: 05/09/2005 TC6745457.2s Page 108 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number PMI7 (Continued) 0001266967 Signature Name/Title: CHANG HO HAHN OWNER Signature Type Role: OWNER Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 06/30/2006 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 96275 Cert ID: 162325 Al Number: 33841 Self Certification Date: 06/01/2004 Signature Name/Title: CHARLES HAHN OWNER Signature Type Role: OPERATOR Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 06/30/2005 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 96275 Cert ID: 162324 Al Number: 33841 Self Certification Date: 04/25/2003 Signature Name/Title: CHANG HO HAHN OPERATOR Signature Type Role: OPERATOR Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 06/30/2004 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 96275 Cert ID: 162323 Al Number: 33841 Self Certification Date: 04/24/2003 TC6745457.2s Page 109 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number PMI7 (Continued) 0001266967 Signature Name/Title: CHANG HO HAHN OPERATOR Signature Type Role: OPERATOR Filing Status: RENEWAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 06/30/2003 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Self Cert ID: 96275 Cert ID: 162322 Al Number: 33841 Self Certification Date: 05/11/2001 Signature Name/Title: UN KYUNG PARK OWNER Signature Type Role: OWNER Filing Status: INITIAL Registration Self Certification Flag: Y Facility Fees Self Certification Flag: Y Financial Assurance Self Certification Flag: Y Technical Standards Self Certification Flag: Y Delivery Certificate Expiration Date: 06/30/2002 Reporting Method: Not reported Tank Corrosion Protection Compliance: Not reported Piping Corrosion Protection Compliance: Not reported Compartment Release Detection Compliance: Not reported Piping Release Detection Compliance: Not reported Spill Prevention/Overfill Compliance: Not reported Tank: Install Date: 01/01/1985 Tank Registration Date: 12/04/1986 Number of Compartments: 1 Tank Capacity: 8000 Tank Singlewall: Y Tank Doublewall: N Pipe Type: P UST ID: 89544 Facility ID: 96275 Ai Number: 33841 Tank Id: 1 Tank Status(Current): TEMP OUT OF SERVICE Tank Status Date: 02/17/2018 Empty: Y Tank Regulatory Status: FULLY REGULATED Tank Int Prot(Internal Tank Lining Date): Not reported Piping Design(Single Wall): Y Piping Design(Double Wall): N Tank Ext Cont(Fac-Built Nonmetallic Jacket): N Tank Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Tank Ext Cont(Tank Vault/Rigid Trench Liner): N Piping Ext Cont(Fac-Built Nonmetallic Jacket): N TC6745457.2s Page 110 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number PMI7 (Continued) 0001266967 Piping Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Piping Ext Cont(Tank Vault/Rigid Trench Liner): N Tank Material(Steel): N Tank Material(Frp(Fi bergl ass-Reinforced Plastic): Y Tank Mat(Composite(Steel W/Ext Frp Cladding)): N Tank Mat(Concrete): N Tank Mat(Jacketed(Steel W/Ext Nonmetallic Jck)): N Tank Mat(Coated(Steel W/ExtPolyurethane Cladding)): N Piping Material(Steel): N Piping Mat(Frp(Fiberglass Reinforced Plastic): Y Piping Mat(Concrete): N Piping Mat(Jacketed(Steel W/Ext Nonmetallic Jacket)): N Piping Mat(Nonmetallic Flex Piping): N PipingConnect/Valves(Shear/Impact Valves(Under Disp)): N Piping Connect/Valves(Steel Swing-Joints(End Of Piping)): N Piping Connect/Valves(Flex Connectors(Ends Of Piping)): N Tank Corr Prot Meth(TCPM)(Cathodic-Field Installation): N TCPM(ExtDielectricCoat/Laminate/Tape/Wrap): N TCPM(Cathodic Prot-Faclnstallation): N TCPM(Composite Tank(Steel W/Frp Ext Laminate): N TCPMeth(Coated Tank(Steel W/ExtPolyurethaneLaminate): N TCPM(FRP Tank Or Piping(Noncorrodible)): Y TCPM(Ext Nonmetallic Jacket): N TCPMeth(Unnecessary Per Corrosion Prot Spec): N Piping Corr Prot Meth(Dielectric Coat/Laminate/Tape/Wrap): N Piping Corr Prot Method(PCPM)(Cathodic Factory Install): N PCPM(Cathodic Prot-Field Install): N PCPMethod(FRP Tank Or Piping(Noncorrodible): Y PCPM(Nonmetallic FlexPiping(Noncorrodible)): N PCPMeth(Isolated Open Area/2nd Containment): N PCPM(Dual Protected): N PCPM(Unnec Per Corrosion Prot Specialist): N Tank Corr Prot Compliance Flag: Y Piping Corr Prot Compliance Flag: Y Tank Corrosion Prot Variance: N Piping Corrosion Prot Variance: N Temp Out Of Service Compliance: Y Technical Compliance Flag: Y Tank Tested Flag: N Installation Signature Date: 08/17/1990 Compartment Records: Tank ID: 1 Tank Capacity: 8000 UST Comprt ID: 157184 UST ID: 89544 Al Number: 33841 Compartment ID: A Substance Stored1: EMPTY Substance Stored2: Not reported Substance Stored3: Not reported CompartmentReleaseDetectionMethod(Vapor): Y CRDM(GW Monitoring): Y CRDM(Monitoring Of Secondary Cont Barrier): N CRDM(Auto Tank Gauge Test/Inv Control): N CRD M(interstitial Monitoring SecWall/Jacket): N CRDM(Wkly Manual Gauging(Tanks<=1000 G): N CRDM(Mthly Tank Gauging(Emer Gen Tanks): N TC6745457.2s Page 111 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number PMI7 (Continued) 0001266967 CRDM(Sir(Stat Inv Reconciliation)/Inv Control): N PipingReleaseDetectionMethod(PRDM)(Vapor): Y PRD M(Groundwater Monitoring): N PRDM(Monitoring Sec Containment Barrier): N PRDM(InterstitialMonitoring w/in SecWall/Jacket): N PRDM(Mthly Piping Tightness Test)@.2Gph: N PRDM(AnnualPipingTightTest/ElecMon@.1Gph: Y PRDM(TriennialTightTest(Suction/GravityPiping): N PRDM AutoLineLeakDet(3.0 Gph PressPiping): Y PRDM(Sir(Statlnv Recon)/Inv Control)): N PRDM(Exempt System Suction: N Spill Overfill Prevention Equip(SOPE): Y SOPE(Spill Cont/Bucket/Sump): Y SOPE(DelShut-Off Valve)): Y SOPE(FlowRestrictorValue: N SOPE(Alarm(Set@<=90%)W/3a Or 3b: N SOPE(N/A Deliveries To Tank<=25G): N Compartment Release Det Compliance Flag: Y Piping Release Detection Compliance Flag): Y Spill/OverfillPreventionCompliance Flag: Y Compartment Release Detection Variance: N Piping Release Detection Variance: N Spill And Overfill Prevention Variance: N Stage I Vapor Recovery: Not reported Stage 1 Installation Date: Not reported Install Date: 01/01/1985 Tank Registration Date: 12/04/1986 Number of Compartments: 1 Tank Capacity: 8000 Tank Singlewall: Y Tank Doublewall: N Pipe Type: P UST ID: 89545 Facility ID: 96275 Ai Number: 33841 Tank Id: 3 Tank Status(Current): TEMP OUT OF SERVICE Tank Status Date: 02/17/2018 Empty: Y Tank Regulatory Status: FULLY REGULATED Tank Int Prot(Internal Tank Lining Date): Not reported Piping Design(Single Wall): Y Piping Design(Double Wall): N Tank Ext Cont(Fac-Built Nonmetallic Jacket): N Tank Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Tank Ext Cont(Tank Vault/Rigid Trench Liner): N Piping Ext Cont(Fac-Built Nonmetallic Jacket): N Piping Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Piping Ext Cont(Tank Vault/Rigid Trench Liner): N Tank Material(Steel): N Tank Material(Frp(Fi berglass-Reinforced Plastic): Y Tank Mat(Composite(Steel W/Ext Frp Cladding)): N Tank Mat(Concrete): N Tank Mat(Jacketed(Steel W/Ext Nonmetallic Jck)): N Tank Mat(Coated(Steel W/ExtPolyurethane Cladding)): N TC6745457.2s Page 112 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number PMI7 (Continued) 0001266967 Piping Material(Steel): N Piping Mat(Frp(Fiberglass Reinforced Plastic): Y Piping Mat(Concrete): N Piping Mat(Jacketed(Steel W/Ext Nonmetallic Jacket)): N Piping Mat(Nonmetallic Flex Piping): N PipingConnect/Valves(Shear/Impact Valves(Under Disp)): N Piping Connect/Valves(Steel Swing-Joints(End Of Piping)): N Piping Connect/Valves(Flex Connectors(Ends Of Piping)): N Tank Corr Prot Meth(TCPM)(Cathodic-Field Installation): N TCPM(ExtDielectricCoat/Laminate/Tape/Wrap): Y TCPM(Cathodic Prot-Faclnstallation): N TCPM(Composite Tank(Steel W/Frp Ext Laminate): N TCPMeth(Coated Tank(Steel W/ExtPolyurethaneLaminate): N TCPM(FRP Tank Or Piping(Noncorrodible)): Y TCPM(Ext Nonmetallic Jacket): N TCPMeth(Unnecessary Per Corrosion Prot Spec): N Piping Corr Prot Meth(Dielectric Coat/Laminate/Tape/Wrap): Y Piping Corr Prot Method(PCPM)(Cathodic Factory Install): N PCPM(Cathodic Prot-Field Install): N PCPMethod(FRP Tank Or Piping(Noncorrodible): Y PCPM(Nonmetallic FlexPiping(Noncorrodible)): N PCPMeth(Isolated Open Area/2nd Containment): N PCPM(Dual Protected): N PCPM(Unnec Per Corrosion Prot Specialist): N Tank Corr Prot Compliance Flag: Y Piping Corr Prot Compliance Flag: Y Tank Corrosion Prot Variance: N Piping Corrosion Prot Variance: N Temp Out Of Service Compliance: Y Technical Compliance Flag: Y Tank Tested Flag: N Installation Signature Date: 08/17/1990 Compartment Records: Tank ID: 3 Tank Capacity: 8000 UST Comprt ID: 157185 UST ID: 89545 Al Number: 33841 Compartment ID: A Substance Stored1: EMPTY Substance Stored2: Not reported Substance Stored3: Not reported CompartmentReleaseDetectionMethod(Vapor): Y CRDM(GW Monitoring): Y CRDM(Monitoring Of Secondary Cont Barrier): N CRDM(Auto Tank Gauge Test/Inv Control): N CRD M(interstitial Monitoring SecWall/Jacket): N CRDM(Wkly Manual Gauging(Tanks-1000 G): N CRDM(Mthly Tank Gauging(Emer Gen Tanks): N CRDM(Sir(Stat Inv Reconciliation)/Inv Control): N PipingReleaseDetectionMethod(PRDM)(Vapor): Y PRD M(Groundwater Monitoring): N PRDM(Monitoring Sec Containment Barrier): N PRDM(InterstitialMonitoring w/in SecWall/Jacket): N PRDM(Mthly Piping Tightness Test)@.2Gph: N PRDM(AnnualPipingTightTest/ElecMon@.1Gph: Y PRDM(TriennialTightTest(Suction/GravityPiping): N TC6745457.2s Page 113 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number PMI7 (Continued) 0001266967 PRDM AutoLineLeakDet(3.0 Gph PressPiping): Y PRDM(Sir(Statlnv Recon)/Inv Control)): N PRDM(Exempt System Suction: N Spill Overfill Prevention Equip(SOPE): Y SOPE(Spill Cont/Bucket/Sump): Y SOPE(DelShut-Off Valve)): Y SOPE(FlowRestrictorValue: N SOPE(Alarm(Set@<=90%)W/3a Or 3b: N SOPE(N/A Deliveries To Tank<=25G): N Compartment Release Det Compliance Flag: Y Piping Release Detection Compliance Flag): Y Spill/OverfillPreventionCompliance Flag: Y Compartment Release Detection Variance: N Piping Release Detection Variance: N Spill And Overfill Prevention Variance: N Stage I Vapor Recovery: Not reported Stage 1 Installation Date: Not reported Install Date: 01/01/1985 Tank Registration Date: 12/04/1986 Number of Compartments: 1 Tank Capacity: 8000 Tank Singlewall: Y Tank Doublewall: N Pipe Type: P UST ID: 89546 Facility ID: 96275 Ai Number: 33841 Tank Id: 2 Tank Status(Current): TEMP OUT OF SERVICE Tank Status Date: 05/01/2015 Empty: Y Tank Regulatory Status: FULLY REGULATED Tank Int Prot(Internal Tank Lining Date): Not reported Piping Design(Single Wall): Y Piping Design(Double Wall): N Tank Ext Cont(Fac-Built Nonmetallic Jacket): N Tank Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Tank Ext Cont(Tank Vault/Rigid Trench Liner): N Piping Ext Cont(Fac-Built Nonmetallic Jacket): N Piping Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Piping Ext Cont(Tank Vault/Rigid Trench Liner): N Tank Material(Steel): N Tank Material(Frp(Fi berglass-Reinforced Plastic): Y Tank Mat(Composite(Steel W/Ext Frp Cladding)): N Tank Mat(Concrete): N Tank Mat(Jacketed(Steel W/Ext Nonmetallic Jck)): N Tank Mat(Coated(Steel W/ExtPolyurethane Cladding)): N Piping Material(Steel): N Piping Mat(Frp(Fiberglass Reinforced Plastic): Y Piping Mat(Concrete): N Piping Mat(Jacketed(Steel W/Ext Nonmetallic Jacket)): N Piping Mat(Nonmetallic Flex Piping): N PipingConnect/Valves(Shear/Impact Valves(Under Disp)): N Piping Connect/Valves(Steel Swing-Joints(End Of Piping)): N Piping Connect/Valves(Flex Connectors(Ends Of Piping)): N TC6745457.2s Page 114 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number PMI7 (Continued) 0001266967 Tank Corr Prot Meth(TCPM)(Cathodic-Field Installation): N TCPM(ExtDielectricCoat/Laminate/Tape/Wrap): N TCPM(Cathodic Prot-Faclnstallation): N TCPM(Composite Tank(Steel W/Frp Ext Laminate): N TCPMeth(Coated Tank(Steel W/ExtPolyurethaneLaminate): N TCPM(FRP Tank Or Piping(Noncorrodible)): Y TCPM(Ext Nonmetallic Jacket): N TCPMeth(Unnecessary Per Corrosion Prot Spec): N Piping Corr Prot Meth(Dielectric Coat/Laminate/Tape/Wrap): N Piping Corr Prot Method(PCPM)(Cathodic Factory Install): N PCPM(Cathodic Prot-Field Install): N PCPMethod(FRP Tank Or Piping(Noncorrodible): Y PCPM(Nonmetallic FlexPiping(Noncorrodible)): N PCPMeth(Isolated Open Area/2nd Containment): N PCPM(Dual Protected): N PCPM(Unnec Per Corrosion Prot Specialist): N Tank Corr Prot Compliance Flag: Y Piping Corr Prot Compliance Flag: Y Tank Corrosion Prot Variance: N Piping Corrosion Prot Variance: N Temp Out Of Service Compliance: Y Technical Compliance Flag: Y Tank Tested Flag: N Installation Signature Date: 08/17/1990 Compartment Records: Tank ID: 2 Tank Capacity: 8000 UST Comprt ID: 157186 UST ID: 89546 Al Number: 33841 Compartment ID: A Substance Storedl: EMPTY Substance Stored2: Not reported Substance Stored3: Not reported CompartmentReleaseDetectionMethod(Vapor): Y CRDM(GW Monitoring): Y CRDM(Monitoring Of Secondary Cont Barrier): N CRDM(Auto Tank Gauge Test/Inv Control): N CRD M(interstitial Monitoring SecWall/Jacket): N CRDM(Wkly Manual Gauging(Tanks-1000 G): N CRDM(Mthly Tank Gauging(Emer Gen Tanks): N CRDM(Sir(Stat Inv Reconciliation)/Inv Control): N Pi ping ReleaseDetection Method(PRD M)(Vapor): Y PRD M(Groundwater Monitoring): N PRDM(Monitoring Sec Containment Barrier): N PRDM(InterstitialMonitoring w/in SecWall/Jacket): N PRDM(Mthly Piping Tightness Test)@.2Gph: N PRDM(AnnualPipingTightTest/ElecMon@.1Gph: Y PRDM(TriennialTightTest(Suction/GravityPiping): N PRDM AutoLineLeakDet(3.0 Gph PressPiping): Y PRDM(Sir(Statlnv Recon)/Inv Control)): N PRDM(Exempt System Suction: N Spill Overfill Prevention Equip(SOPE): Y SOPE(Spill Cont/Bucket/Sump): Y SOPE(DelShut-Off Valve)): Y SOPE(FlowRestrictorValue: N SOPE(Alarm(Set@<=90%)W/3a Or 3b: N TC6745457.2s Page 115 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number PMI7 (Continued) 0001266967 SOPE(N/A Deliveries To Tank< 25G): N Compartment Release Det Compliance Flag: Y Piping Release Detection Compliance Flag): Y Spill/OverfillPreventionCompliance Flag: Y Compartment Release Detection Variance: N Piping Release Detection Variance: N Spill And Overfill Prevention Variance: N Stage I Vapor Recovery: Not reported Stage 1 Installation Date: Not reported Install Date: 01/01/1985 Tank Registration Date: 12/04/1986 Number of Compartments: 1 Tank Capacity: 500 Tank Singlewall: Y Tank Doublewall: N Pipe Type: Not reported UST ID: 89547 Facility ID: 96275 Ai Number: 33841 Tank Id: 4 Tank Status(Current): REMOVED FROM GROUND Tank Status Date: 08/24/2000 Empty: N Tank Regulatory Status: FULLY REGULATED Tank Int Prot(Internal Tank Lining Date): Not reported Piping Design(Single Wall): N Piping Design(Double Wall): N Tank Ext Cont(Fac-Built Nonmetallic Jacket): N Tank Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Tank Ext Cont(Tank Vault/Rigid Trench Liner): N Piping Ext Cont(Fac-Built Nonmetallic Jacket): N Piping Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Piping Ext Cont(Tank Vault/Rigid Trench Liner): N Tank Material(Steel): N Tank Material(Frp(Fi bergl ass-Reinforced Plastic): Y Tank Mat(Composite(Steel W/Ext Frp Cladding)): N Tank Mat(Concrete): N Tank Mat(Jacketed(Steel W/Ext Nonmetallic Jck)): N Tank Mat(Coated(Steel W/ExtPolyurethane Cladding)): N Piping Material(Steel): N Piping Mat(Frp(Fiberglass Reinforced Plastic): N Piping Mat(Concrete): N Piping Mat(Jacketed(Steel W/Ext Nonmetallic Jacket)): N Piping Mat(Nonmetallic Flex Piping): N PipingConnect/Valves(Shear/Impact Valves(Under Disp)): N Piping Connect/Valves(Steel Swing-Joints(End Of Piping)): N Piping Connect/Valves(Flex Connectors(Ends Of Piping)): N Tank Corr Prot Meth(TCPM)(Cathodic-Field Installation): N TCPM(ExtDielectricCoat/Laminate/Tape/Wrap): N TCPM(Cathodic Prot-Faclnstallation): N TCPM(Composite Tank(Steel W/Frp Ext Laminate): N TCPMeth(Coated Tank(Steel W/ExtPolyurethaneLaminate): N TCPM(FRP Tank Or Piping(Noncorrodible)): Y TCPM(Ext Nonmetallic Jacket): N TCPMeth(Unnecessary Per Corrosion Prot Spec): N TC6745457.2s Page 116 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number PMI7 (Continued) 0001266967 Piping Corr Prot Meth(Dielectric Coat/Laminate/Tape/Wrap): N Piping Corr Prot Method(PCPM)(Cathodic Factory Install): N PCPM(Cathodic Prot-Field Install): N PCPMethod(FRP Tank Or Piping(Noncorrodible): N PCPM(Nonmetallic FlexPiping(Noncorrodible)): N PCPMeth(Isolated Open Area/2nd Containment): N PCPM(Dual Protected): N PCPM(Unnec Per Corrosion Prot Specialist): N Tank Corr Prot Compliance Flag: Y Piping Corr Prot Compliance Flag: N Tank Corrosion Prot Variance: N Piping Corrosion Prot Variance: N Temp Out Of Service Compliance: N Technical Compliance Flag: N Tank Tested Flag: N Installation Signature Date: 08/17/1990 Compartment Records: Tank ID: 4 Tank Capacity: 500 UST Comprt ID: 157187 UST ID: 89547 Al Number: 33841 Compartment ID: A Substance Stored1: USED OIL Substance Stored2: Not reported Substance Stored3: Not reported CompartmentReleaseDetectionMethod(Vapor): N CRDM(GW Monitoring): N CRDM(Monitoring Of Secondary Cont Barrier): N CRDM(Auto Tank Gauge Test/Inv Control): N CRD M(interstitial Monitoring SecWall/Jacket): N CRDM(Wkly Manual Gauging(Tanks<=1000 G): N CRDM(Mthly Tank Gauging(Emer Gen Tanks): N CRDM(Sir(Stat Inv Reconciliation)/Inv Control): N PipingReleaseDetectionMethod(PRDM)(Vapor): N PRD M(Groundwater Monitoring): N PRDM(Monitoring Sec Containment Barrier): N PRDM(InterstitialMonitoring w/in SecWall/Jacket): N PRDM(Mthly Piping Tightness Test)@.2Gph: N PRDM(AnnualPipingTightTest/ElecMon@.1Gph: N PRDM(TriennialTightTest(Suction/GravityPiping): N PRDM AutoLineLeakDet(3.0 Gph PressPiping): N PRDM(Sir(Statlnv Recon)/Inv Control)): N PRDM(Exempt System Suction: N Spill Overfill Prevention Equip(SOPE): N SOPE(Spill Cont/Bucket/Sump): N SOPE(DelShut-Off Valve)): N SOPE(FlowRestrictorValue: N SOPE(Alarm(Set@<=90%)W/3a Or 3b: N SOPE(N/A Deliveries To Tank<=25G): N Compartment Release Det Compliance Flag: N Piping Release Detection Compliance Flag): N Spill/OverfillPreventionCompliance Flag: N Compartment Release Detection Variance: N Piping Release Detection Variance: N Spill And Overfill Prevention Variance: N Stage I Vapor Recovery: Not reported TC6745457.2s Page 117 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number PMI7 (Continued) 0001266967 Stage 1 Installation Date: Not reported Construction Notification: NOC ID: 16282 Facility ID: 96275 Al Number: 33841 Application Received Date: 02/21/2008 Scheduled Construction Date: 03/05/2008 UST Improvement: Y UST Installation: N UST Removal: N UST Repair: N UST Return To Service: N UST Replacement: N UST Abandonment: N UST Stage I: N AST Installation: N AST Stage I: N Historical Tracking Number: M80221014 Waiver Flag: N Late Filing Flag: Y Form Received Date: Not reported Signature Date On Form: Not reported Signature Name On Form: Not reported Signature Company On Form: Not reported Signature Title On Form: Not reported Signature Role: Not reported Owner Name At Time Of Construction: Not reported Owner CN At Time Of Construction: Not reported Owner AR At Time Of Construction: 15665 General Desc Of Prop Construct: Not reported NOC ID: 16281 Facility ID: 96275 Al Number: 33841 Application Received Date: 07/24/2000 Scheduled Construction Date: 08/23/2000 UST Improvement: N UST Installation: N UST Removal: Y UST Repair: N UST Return To Service: N UST Replacement: N UST Abandonment: N UST Stage I: N AST Installation: N AST Stage I: N Historical Tracking Number: M00724019 Waiver Flag: N Late Filing Flag: N Form Received Date: Not reported Signature Date On Form: Not reported Signature Name On Form: Not reported Signature Company On Form: Not reported Signature Title On Form: Not reported Signature Role: Not reported TC6745457.2s Page 118 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number PMI7 (Continued) 0001266967 Owner Name At Time Of Construction: Not reported Owner CN At Time Of Construction: Not reported Owner AR At Time Of Construction: 15665 General Desc Of Prop Construct: Not reported Contractor,Consultant and Installer: Cont/Cons/Installer ID: 17538 UST ID: Not reported NOC ID: 16282 Al Number: 33841 Type Of Contact: CONTRACTOR Contractor CRP Number Or Installer ILP Number: CRP000018 Company Name: Not reported Representative Name: Not reported Mailing Address(Delivery): Not reported Mailing Address(Internal Delivery): Not reported Mailing City: Not reported Mailing State: Not reported Mailing Zip: Not reported Mailing Foreign Postal Code: Not reported Mailing County Code: Not reported Phone Number Country Code: 1 Phone Number Area Code: Not reported Phone Number: Not reported Phone Number Extension: Not reported Fax Number Country Code: Not reported Fax Number Area Code: Not reported Fax Number: Not reported Email Address: Not reported Cont/Cons/Installer ID: 17537 UST ID: Not reported NOC ID: 16281 Al Number: 33841 Type Of Contact: CONTRACTOR Contractor CRP Number Or Installer ILP Number: CRP000292 Company Name: Not reported Representative Name: Not reported Mailing Address(Delivery): Not reported Mailing Address(Internal Delivery): Not reported Mailing City: Not reported Mailing State: Not reported Mailing Zip: Not reported Mailing Foreign Postal Code: Not reported Mailing County Code: Not reported Phone Number Country Code: 1 Phone Number Area Code: Not reported Phone Number: Not reported Phone Number Extension: Not reported Fax Number Country Code: Not reported Fax Number Area Code: Not reported Fax Number: Not reported Email Address: Not reported Facility Billing Contacts: Contact Organization Name: CHUNG KYUNG TAK TC6745457.2s Page 119 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number PMI7 (Continued) 0001266967 Contact Mailing Address(Delivery): 3365 S ALAMEDA ST Contact Mailing Address(Internal Delivery): Not reported Contact Mailing City/State/Zip: CORPUS CHRISTI,TX 78411 1820 Phone Number/Ext: / Contact Fax Number/Ext: / Contact Email Address: Not reported Contact Address Deliverable: Y Facility ID: 96275 Additional ID: 544525962002154 PrincID: 463484832012032 Al Number: 33841 Facility Name: PMI 7 AR Number: 68166 AR UST Number Suffix: Not reported AR AST Number Suffix: U Contact Name/Title: KYUNG TAK CHUNG/ TX Financial Assurance 2: Name: PMI 7 Address: 3365 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78411 Region: 2 Facility ID: 96275 Finass ID: 180075 Al: 33841 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: 1,000,000 Meets Financial Assurance Req Flag: Y Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 01/21/2017 Date Financial Assurance Form Rec: 05/14/2018 Issuer Name: COLONY INS CO Issuer Phone: 1 800 5776614 Policy Number: PP3641481-01 Coverage Amount: 1,000,000 Coverage Expiration Date: 01/21/2018 Ins Premium Pre-Paid For Entire Yr: Yes Proof of Financial Assurance: Yes Name: PMI 7 Address: 3365 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78411 Region: 2 Facility ID: 96275 Finass ID: 162262 Al: 33841 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: 1,000,000 Meets Financial Assurance Req Flag: Y Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y TC6745457.2s Page 120 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number PMI7 (Continued) 0001266967 Financial Assurance Begin Date: 01/21/2016 Date Financial Assurance Form Rec: 05/14/2018 Issuer Name: COLONY INS CO Issuer Phone: 1 800 5776614 Policy Number: PP3641481 Coverage Amount: 1,000,000 Coverage Expiration Date: 01/21/2017 Ins Premium Pre-Paid For Entire Yr: Yes Proof of Financial Assurance: Yes Name: PMI 7 Address: 3365 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78411 Region: 2 Facility ID: 96275 Finass ID: 143508 Al: 33841 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: 1,000,000 Meets Financial Assurance Req Flag: Y Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 01/21/2015 Date Financial Assurance Form Rec: 05/14/2018 Issuer Name: COLONY INS CO Issuer Phone: 1 800 5776614 Policy Number: PP68667507 Coverage Amount: 1,000,000 Coverage Expiration Date: 01/21/2016 Ins Premium Pre-Paid For Entire Yr: No Proof of Financial Assurance: Yes Name: PMI 7 Address: 3365 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78411 Region: 2 Facility ID: 96275 Finass ID: 128978 Al: 33841 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: 1,000,000 Meets Financial Assurance Req Flag: Y Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 01/21/2014 Date Financial Assurance Form Rec: 05/14/2018 Issuer Name: COLONY INS CO Issuer Phone: 1 800 5776614 Policy Number: PP68667506 Coverage Amount: 1,000,000 Coverage Expiration Date: 01/21/2015 Ins Premium Pre-Paid For Entire Yr: Yes Proof of Financial Assurance: Yes TC6745457.2s Page 121 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number PMI7 (Continued) 0001266967 Name: PMI 7 Address: 3365 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78411 Region: 2 Facility ID: 96275 Finass ID: 9668 Al: 33841 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: Not reported Meets Financial Assurance Req Flag: Not reported Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 01/21/2013 Date Financial Assurance Form Rec: 05/14/2018 Issuer Name: COLONY INS CO Issuer Phone: 1 804 3271700 Policy Number: PP68667504 Coverage Amount: Not reported Coverage Expiration Date: 01/21/2014 Ins Premium Pre-Paid For Entire Yr: No Proof of Financial Assurance: Yes Name: PMI 7 Address: 3365 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78411 Region: 2 Facility ID: 96275 Finass ID: 109310 Al: 33841 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: 1,000,000 Meets Financial Assurance Req Flag: Y Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 01/21/2013 Date Financial Assurance Form Rec: 05/14/2018 Issuer Name: COLONY INS CO Issuer Phone: 1 800 5776614 Policy Number: PP68667505 Coverage Amount: 1,000,000 Coverage Expiration Date: 01/21/2014 Ins Premium Pre-Paid For Entire Yr: No Proof of Financial Assurance: Yes Name: PMI 7 Address: 3365 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78411 Region: 2 Facility ID: 96275 Finass ID: 81254 Al: 33841 Mechanism Type Other: Not reported Multiple Mechanism Types: N TC6745457.2s Page 122 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number PMI7 (Continued) 0001266967 Coverage Amt per Annual Aggregate: Not reported Meets Financial Assurance Req Flag: Not reported Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 01/21/2011 Date Financial Assurance Form Rec: 05/14/2018 Issuer Name: COLONY INS CO Issuer Phone: 1 804 3271700 Policy Number: PP68667503 Coverage Amount: 1000000 Coverage Expiration Date: 01/21/2012 Ins Premium Pre-Paid For Entire Yr: Yes Proof of Financial Assurance: No Name: PMI 7 Address: 3365 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78411 Region: 2 Facility ID: 96275 Finass ID: 81255 Al: 33841 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: Not reported Meets Financial Assurance Req Flag: Not reported Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 01/21/2010 Date Financial Assurance Form Rec: 05/14/2018 Issuer Name: COLONY INS CO Issuer Phone: 1 804 3271700 Policy Number: PP68667502 Coverage Amount: 1000000 Coverage Expiration Date: 01/21/2011 Ins Premium Pre-Paid For Entire Yr: No Proof of Financial Assurance: Yes Name: PMI 7 Address: 3365 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78411 Region: 2 Facility ID: 96275 Finass ID: 81256 Al: 33841 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: Not reported Meets Financial Assurance Req Flag: Not reported Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 01/21/2009 Date Financial Assurance Form Rec: 05/14/2018 Issuer Name: COLONY INS CO Issuer Phone: 1 804 3271700 TC6745457.2s Page 123 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number PMI7 (Continued) 0001266967 Policy Number: PP68667501 Coverage Amount: 1000000 Coverage Expiration Date: 01/21/2010 Ins Premium Pre-Paid For Entire Yr: No Proof of Financial Assurance: Yes Name: PMI 7 Address: 3365 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78411 Region: 2 Facility ID: 96275 Finass ID: 81257 Al: 33841 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: Not reported Meets Financial Assurance Req Flag: Not reported Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 01/21/2008 Date Financial Assurance Form Rec: 05/14/2018 Issuer Name: COLONY INS CO Issuer Phone: 1 804 3271700 Policy Number: PP686675 Coverage Amount: 1000000 Coverage Expiration Date: 01/21/2009 Ins Premium Pre-Paid For Entire Yr: No Proof of Financial Assurance: Yes Name: PMI 7 Address: 3365 S ALAMEDA ST City,State,Zip: CORPUS CHRISTI,TX 78411 Region: 2 Facility ID: 96275 Finass ID: 81258 Al: 33841 Mechanism Type Other: Not reported Multiple Mechanism Types: N Coverage Amt per Annual Aggregate: Not reported Meets Financial Assurance Req Flag: Not reported Financial Responsibility Type: INSURANCE OR RISK RETENTION Corrective Action MET Flag: Y 3rd Party MET Flag: Y Financial Assurance Begin Date: 01/01/1901 Date Financial Assurance Form Rec: 05/14/2018 Issuer Name: Not reported Issuer Phone: Not reported Policy Number: Unknown Coverage Amount: 0 Coverage Expiration Date: 01/01/1901 Ins Premium Pre-Paid For Entire Yr: No Proof of Financial Assurance: No TC6745457.2s Page 124 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number 14 AFFORDABLE DETAIL LPST 0003413838 North 2806 SANTA FE ST UST N/A 1/4-1/2 CORPUS CHRISTI,TX 78404 DRYCLEANERS 0.415 mi. COMP HIST 2192 ft. Relative: LPST: Higher Name: SANTA FE STATION Actual: Address: 2806 SANTA FE ST 30 ft. City,State,Zip: CORPUS CHRISTI,TX Facility ID: Not reported LPST Id: 93434 Facility Location: Not reported TCEQ Region#and City: REGION 14-CORPUS CHRISTI Region City: Not reported Discovered Date: 08/01/1989 Entered Date: 08/16/1989 Reported Date: 08/01/1989 Closure Date: 12/08/1992 Priority: 4A-SOIL CONTAMINATION ONLY REQUIRES FULL SITE ASSESSMENT RAP Program: 2-REGION CA Status: 6A-FINAL CONCURRENCE ISSUED Priority Description: Not reported Status: Not reported Coordinators Primary: Not reported Coordinators RPR: Not reported Responsible Party Name: Not reported Responsible Party Contact: Not reported Responsible Party Address: Not reported Responsible Party City,St,Zip: Not reported Responsible Party Telephone: Not reported Reported Date: 08/01/1989 Case Start Date: 12/08/1992 Reference Number: RN102049897 Project Manager: KMC UST: Name: AFFORDABLE DETAIL Address: 2806 SANTA FE ST City,State,Zip: CORPUS CHRISTI,TX 784041746 Al Number: 48196 Facility Type: UNKNOWN Facility Begin Date: 04/18/1989 Facility Status: INACTIVE Additional ID: 959180052002118 Facility Exempt Status: N Records Off-Site: Yes UST Financial Assurance Required: No Number Of Active UST: 0 Site Location Description: Not reported Site Location(Nearest City Name): Not reported Site Location(County Name): NUECES Site Location(Tceq Region): 14 Site Location(Location Zip): 78380 Contact Name/Title: Contact Organization Name: AFFORDABLE DETAIL Contact Mailing Address1: Not reported Contact Mailing Address2: Not reported Contact Mailing City/State/Zip: Not reported TC6745457.2s Page 125 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AFFORDABLE DETAIL (Continued) 0003413838 Contact Telephone: 5122891585 Facility Contact Address Deliverable: Not reported Contact Fax Number: Not reported Contact Email Address: Not reported Signature Date On Earliest Reg Form: 03/31/1989 Signature Name/Title On Earliest Reg Form: SAME,SAME Application Received Date On Earliest Reg Form: 04/07/1989 Signature Role On Earliest Reg Form: Not reported Signature Company On Earliest Reg Form: Not reported Enforcement Action: Not reported Facility Not Inspectable: No Operator: PrincID: 988605242004082 Additional ID: 959180052002118 Ai Number: 48196 Operator CN: CN602593147 Operator Name: HAK SUN LILIENTHAL Operator Effective Begin Date: 04/20/2001 Operator Type: IN Operator Role: OPRCON Contact Name: DAMMIE LILIENTHAL/ Contact Organization Name: LILIENTHAL HAK SUN Contact Mailing Address(Delivery): 2006 MUSSETT ST Contact Mailing Address(Internal Delivery): Not reported Contact Mailing City/State/Zip: CORPUS CHRISTI TX 78408-4057 Contact Phone Country Code: 1 Contact Phone Area Code: 361 Contact Phone Number: 7795815 Contact Phone Extension: 0 Contact Fax Country Code: Not reported Contact Fax Area Code: Not reported Contact Fax Number: Not reported Contact Fax Extension: Not reported Contact Email Address: Not reported Contact Address Deliverable: Not reported Owner: Owner CN: CN602593147 Owner Last Name: LILIENTHAL Owner First Name: HAK Owner Middle Name: SUN Owner Type: IN Contact Mailing Address(Delivery): 2006 MUSSETT ST Contact Mailing Address(Internal Delivery): Not reported Contact Mailing City: CORPUS CHRISTI Contact Mailing State: TX Contact Mailing Zip: 78408 Contact Mailing Zips: 4057 Contact Phone Number/Ext: 1 361 7795815/0 Contact Fax Country Code: Not reported Contact Fax Number/Ext: / Contact Email Address: Not reported Contact Address Deliverable: Not reported PrincID: 988605242004082 Additional ID: 959180052002118 Al Number: 48196 TC6745457.2s Page 126 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AFFORDABLE DETAIL (Continued) 0003413838 Owner Effective Begin Date: 04/20/2001 State Tax ID: Not reported Contact Role: OWNCON Contact Name/Title: DAMMIE LILENTHAL/ Contact Organization Name: LILIENTHAL HAK SUN Tank: Install Date: 01/01/1989 Tank Registration Date: 04/07/1989 Number of Compartments: 1 Tank Capacity: 8000 Tank Singlewall: Y Tank Doublewall: N Pipe Type: Not reported UST ID: 125508 Facility ID: 63904 Ai Number: 48196 Tank Id: 1A Tank Status(Current): REMOVED FROM GROUND Tank Status Date: 04/12/2006 Empty: N Tank Regulatory Status: FULLY REGULATED Tank Int Prot(Internal Tank Lining Date): Not reported Piping Design(Single Wall): Y Piping Design(Double Wall): N Tank Ext Cont(Fac-Built Nonmetallic Jacket): N Tank Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Tank Ext Cont(Tank Vault/Rigid Trench Liner): N Piping Ext Cont(Fac-Built Nonmetallic Jacket): N Piping Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Piping Ext Cont(Tank Vault/Rigid Trench Liner): N Tank Material(Steel): N Tank Material(Frp(Fi bergl ass-Reinforced Plastic): N Tank Mat(Composite(Steel W/Ext Frp Cladding)): Y Tank Mat(Concrete): N Tank Mat(Jacketed(Steel W/Ext Nonmetallic Jck)): N Tank Mat(Coated(Steel W/ExtPolyurethane Cladding)): N Piping Material(Steel): N Piping Mat(Frp(Fiberglass Reinforced Plastic): Y Piping Mat(Concrete): N Piping Mat(Jacketed(Steel W/Ext Nonmetallic Jacket)): N Piping Mat(Nonmetallic Flex Piping): N PipingConnect/Valves(Shear/Impact Valves(Under Disp)): N Piping Connect/Valves(Steel Swing-Joints(End Of Piping)): N Piping Connect/Valves(Flex Connectors(Ends Of Piping)): N Tank Corr Prot Meth(TCPM)(Cathodic-Field Installation): N TCPM(ExtDielectricCoat/Laminate/Tape/Wrap): N TCPM(Cathodic Prot-Faclnstallation): N TCPM(Composite Tank(Steel W/Frp Ext Laminate): Y TCPMeth(Coated Tank(Steel W/ExtPolyurethaneLaminate): N TCPM(FRP Tank Or Piping(Noncorrodible)): Y TCPM(Ext Nonmetallic Jacket): N TCPMeth(Unnecessary Per Corrosion Prot Spec): N Piping Corr Prot Meth(Dielectric Coat/Laminate/Tape/Wrap): N Piping Corr Prot Method(PCPM)(Cathodic Factory Install): N PCPM(Cathodic Prot-Field Install): N PCPMethod(FRP Tank Or Piping(Noncorrodible): Y TC6745457.2s Page 127 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AFFORDABLE DETAIL (Continued) 0003413838 PCPM(Nonmetallic FlexPiping(Noncorrodible)): N PCPMeth(Isolated Open Area/2nd Containment): N PCPM(Dual Protected): N PCPM(Unnec Per Corrosion Prot Specialist): N Tank Corr Prot Compliance Flag: Y Piping Corr Prot Compliance Flag: Y Tank Corrosion Prot Variance: N Piping Corrosion Prot Variance: N Temp Out Of Service Compliance: N Technical Compliance Flag: N Tank Tested Flag: N Installation Signature Date: 12/20/1990 Compartment Records: Tank ID: 1A Tank Capacity: 8000 UST Comprt ID: 77103 UST ID: 125508 Al Number: 48196 Compartment ID: A Substance Storedl: EMPTY Substance Stored2: Not reported Substance Stored3: Not reported CompartmentReleaseDetectionMethod(Vapor): N CRDM(GW Monitoring): N CRDM(Monitoring Of Secondary Cont Barrier): N CRDM(Auto Tank Gauge Test/Inv Control): N CRD M(interstitial Monitoring SecWall/Jacket): N CRDM(Wkly Manual Gauging(Tanks-1000 G): N CRDM(Mthly Tank Gauging(Emer Gen Tanks): N CRDM(Sir(Stat Inv Reconciliation)/Inv Control): N PipingReleaseDetectionMethod(PRDM)(Vapor): N PRD M(Groundwater Monitoring): N PRDM(Monitoring Sec Containment Barrier): N PRDM(InterstitialMonitoring w/in SecWall/Jacket): N PRDM(Mthly Piping Tightness Test)@.2Gph: N PRDM(AnnualPipingTightTest/ElecMon@.1Gph: N PRDM(TriennialTightTest(Suction/GravityPiping): N PRDM AutoLineLeakDet(3.0 Gph PressPiping): N PRDM(Sir(Statlnv Recon)/Inv Control)): N PRDM(Exempt System Suction: N Spill Overfill Prevention Equip(SOPE): Y SOPE(Spill Cont/Bucket/Sump): Y SOPE(DelShut-Off Valve)): N SOPE(FlowRestrictorValue: Y SOPE(Alarm(Set@<=90%)W/3a Or 3b: N SOPE(N/A Deliveries To Tank-25G): N Compartment Release Det Compliance Flag: N Piping Release Detection Compliance Flag): N Spill/OverfillPreventionCompliance Flag: Y Compartment Release Detection Variance: N Piping Release Detection Variance: N Spill And Overfill Prevention Variance: N Stage I Vapor Recovery: EXEMPT BY TCEQ RULE Stage 1 Installation Date: 01/01/1989 More Self Certification: TC6745457.2s Page 128 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AFFORDABLE DETAIL (Continued) 0003413838 Self Cert ID: 18554 Cert ID: 98427 UST Comprt ID: 290228 UST ID: 108200 Al Number: 48196 Tank ID: 5 Compartment ID: A Self Cert ID: 18554 Cert ID: 98428 UST Comprt ID: 290229 UST ID: 108200 Al Number: 48196 Tank ID: 5 Compartment ID: A Self Cert ID: 18554 Cert ID: 98432 UST Comprt ID: 290225 UST ID: 108200 Al Number: 48196 Tank ID: 5 Compartment ID: A Self Cert ID: 18554 Cert ID: 98430 UST Comprt ID: 290227 UST ID: 108200 Al Number: 48196 Tank ID: 5 Compartment ID: A Self Cert ID: 18554 Cert ID: 98431 UST Comprt ID: 290226 UST ID: 108200 Al Number: 48196 Tank ID: 5 Compartment ID: A Self Cert ID: 18554 Cert ID: 98429 UST Comprt ID: 290230 UST ID: 108200 Al Number: 48196 Tank ID: 5 Compartment ID: A Install Date: 01/01/1989 Tank Registration Date: 04/07/1989 Number of Compartments: 1 Tank Capacity: 6000 Tank Singlewall: Y Tank Doublewall: N Pipe Type: P UST ID: 125509 TC6745457.2s Page 129 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AFFORDABLE DETAIL (Continued) 0003413838 Facility ID: 63904 Ai Number: 48196 Tank Id: 3A Tank Status(Current): REMOVED FROM GROUND Tank Status Date: 04/12/2006 Empty: N Tank Regulatory Status: FULLY REGULATED Tank Int Prot(Internal Tank Lining Date): Not reported Piping Design(Single Wall): Y Piping Design(Double Wall): N Tank Ext Cont(Fac-Built Nonmetallic Jacket): N Tank Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Tank Ext Cont(Tank Vault/Rigid Trench Liner): N Piping Ext Cont(Fac-Built Nonmetallic Jacket): N Piping Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Piping Ext Cont(Tank Vault/Rigid Trench Liner): N Tank Material(Steel): N Tank Material(Frp(Fi berglass-Reinforced Plastic): N Tank Mat(Composite(Steel W/Ext Frp Cladding)): Y Tank Mat(Concrete): N Tank Mat(Jacketed(Steel W/Ext Nonmetallic Jck)): N Tank Mat(Coated(Steel W/ExtPolyurethane Cladding)): N Piping Material(Steel): N Piping Mat(Frp(Fiberglass Reinforced Plastic): Y Piping Mat(Concrete): N Piping Mat(Jacketed(Steel W/Ext Nonmetallic Jacket)): N Piping Mat(Nonmetallic Flex Piping): N PipingConnect/Valves(Shear/Impact Valves(Under Disp)): N Piping Connect/Valves(Steel Swing-Joints(End Of Piping)): N Piping Connect/Valves(Flex Connectors(Ends Of Piping)): N Tank Corr Prot Meth(TCPM)(Cathodic-Field Installation): N TCPM(ExtDielectricCoat/Laminate/Tape/Wrap): N TCPM(Cathodic Prot-Faclnstallation): N TCPM(Composite Tank(Steel W/Frp Ext Laminate): Y TCPMeth(Coated Tank(Steel W/ExtPolyurethaneLaminate): N TCPM(FRP Tank Or Piping(Noncorrodible)): Y TCPM(Ext Nonmetallic Jacket): N TCPMeth(Unnecessary Per Corrosion Prot Spec): N Piping Corr Prot Meth(Dielectric Coat/Laminate/Tape/Wrap): N Piping Corr Prot Method(PCPM)(Cathodic Factory Install): N PCPM(Cathodic Prot-Field Install): N PCPMethod(FRP Tank Or Piping(Noncorrodible): Y PCPM(Nonmetallic FlexPiping(Noncorrodible)): N PCPMeth(Isolated Open Area/2nd Containment): N PCPM(Dual Protected): N PCPM(Unnec Per Corrosion Prot Specialist): N Tank Corr Prot Compliance Flag: Y Piping Corr Prot Compliance Flag: Y Tank Corrosion Prot Variance: N Piping Corrosion Prot Variance: N Temp Out Of Service Compliance: N Technical Compliance Flag: N Tank Tested Flag: N Installation Signature Date: 12/20/1990 Compartment Records: TanklD: 3A Tank Capacity: 6000 TC6745457.2s Page 130 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AFFORDABLE DETAIL (Continued) 0003413838 UST Comprt ID: 77104 UST ID: 125509 Al Number: 48196 Compartment ID: A Substance Stored1: EMPTY Substance Stored2: Not reported Substance Stored3: Not reported CompartmentReleaseDetectionMethod(Vapor): N CRDM(GW Monitoring): N CRDM(Monitoring Of Secondary Cont Barrier): N CRDM(Auto Tank Gauge Test/Inv Control): N CRD M(interstitial Monitoring SecWall/Jacket): N CRDM(Wkly Manual Gauging(Tanks-1000 G): N CRDM(Mthly Tank Gauging(Emer Gen Tanks): N CRDM(Sir(Stat Inv Reconciliation)/Inv Control): N Pi ping ReleaseDetection Method(PRD M)(Vapor): N PRD M(Groundwater Monitoring): N PRDM(Monitoring Sec Containment Barrier): N PRDM(InterstitialMonitoring w/in SecWall/Jacket): N PRDM(Mthly Piping Tightness Test)@.2Gph: N PRDM(AnnualPipingTightTest/ElecMon@.1Gph: N PRDM(TriennialTightTest(Suction/GravityPiping): N PRDM AutoLineLeakDet(3.0 Gph PressPiping): N PRDM(Sir(Statlnv Recon)/Inv Control)): N PRDM(Exempt System Suction: N Spill Overfill Prevention Equip(SOPE): Y SOPE(Spill Cont/Bucket/Sump): Y SOPE(DelShut-Off Valve)): N SOPE(FlowRestrictorValue: Y SOPE(Alarm(Set@-90%)W/3a Or 3b: N SOPE(N/A Deliveries To Tank-25G): N Compartment Release Det Compliance Flag: N Piping Release Detection Compliance Flag): N Spill/OverfillPreventionCompliance Flag: Y Compartment Release Detection Variance: N Piping Release Detection Variance: N Spill And Overfill Prevention Variance: N Stage I Vapor Recovery: EXEMPT BY TCEQ RULE Stage 1 Installation Date: 01/01/1989 More Self Certification: Self Cert ID: 18554 Cert ID: 98427 UST Comprt ID: 290228 UST ID: 108200 Al Number: 48196 Tank ID: 5 Compartment ID: A Self Cert ID: 18554 Cert ID: 98428 UST Comprt ID: 290229 UST ID: 108200 Al Number: 48196 Tank ID: 5 Compartment ID: A TC6745457.2s Page 131 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AFFORDABLE DETAIL (Continued) 0003413838 Self Cert ID: 18554 Cert ID: 98432 UST Comprt ID: 290225 UST ID: 108200 Al Number: 48196 Tank ID: 5 Compartment ID: A Self Cert ID: 18554 Cert ID: 98430 UST Comprt ID: 290227 UST ID: 108200 Al Number: 48196 Tank ID: 5 Compartment ID: A Self Cert ID: 18554 Cert ID: 98431 UST Comprt ID: 290226 UST ID: 108200 Al Number: 48196 Tank ID: 5 Compartment ID: A Self Cert ID: 18554 Cert ID: 98429 UST Comprt ID: 290230 UST ID: 108200 Al Number: 48196 Tank ID: 5 Compartment ID: A Install Date: 01/01/1989 Tank Registration Date: 04/07/1989 Number of Compartments: 1 Tank Capacity: 8000 Tank Singlewall: Y Tank Doublewall: N Pipe Type: P UST ID: 125510 Facility ID: 63904 Ai Number: 48196 Tank Id: 2A Tank Status(Current): REMOVED FROM GROUND Tank Status Date: 04/12/2006 Empty: N Tank Regulatory Status: FULLY REGULATED Tank Int Prot(Internal Tank Lining Date): Not reported Piping Design(Single Wall): Y Piping Design(Double Wall): N Tank Ext Cont(Fac-Built Nonmetallic Jacket): N Tank Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Tank Ext Cont(Tank Vault/Rigid Trench Liner): N Piping Ext Cont(Fac-Built Nonmetallic Jacket): N Piping Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Piping Ext Cont(Tank Vault/Rigid Trench Liner): N TC6745457.2s Page 132 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AFFORDABLE DETAIL (Continued) 0003413838 Tank Material(Steel): N Tank Material(Frp(Fi berglass-Reinforced Plastic): N Tank Mat(Composite(Steel W/Ext Frp Cladding)): Y Tank Mat(Concrete): N Tank Mat(Jacketed(Steel W/Ext Nonmetallic Jck)): N Tank Mat(Coated(Steel W/ExtPolyurethane Cladding)): N Piping Material(Steel): N Piping Mat(Frp(Fiberglass Reinforced Plastic): Y Piping Mat(Concrete): N Piping Mat(Jacketed(Steel W/Ext Nonmetallic Jacket)): N Piping Mat(Nonmetallic Flex Piping): N PipingConnect/Valves(Shear/Impact Valves(Under Disp)): N Piping Connect/Valves(Steel Swing-Joints(End Of Piping)): N Piping Connect/Valves(Flex Connectors(Ends Of Piping)): N Tank Corr Prot Meth(TCPM)(Cathodic-Field Installation): N TCPM(ExtDielectricCoat/Laminate/Tape/Wrap): N TCPM(Cathodic Prot-Faclnstallation): N TCPM(Composite Tank(Steel W/Frp Ext Laminate): Y TCPMeth(Coated Tank(Steel W/ExtPolyurethaneLaminate): N TCPM(FRP Tank Or Piping(Noncorrodible)): Y TCPM(Ext Nonmetallic Jacket): N TCPMeth(Unnecessary Per Corrosion Prot Spec): N Piping Corr Prot Meth(Dielectric Coat/Laminate/Tape/Wrap): N Piping Corr Prot Method(PCPM)(Cathodic Factory Install): N PCPM(Cathodic Prot-Field Install): N PCPMethod(FRP Tank Or Piping(Noncorrodible): Y PCPM(Nonmetallic FlexPiping(Noncorrodible)): N PCPMeth(Isolated Open Area/2nd Containment): N PCPM(Dual Protected): N PCPM(Unnec Per Corrosion Prot Specialist): N Tank Corr Prot Compliance Flag: Y Piping Corr Prot Compliance Flag: Y Tank Corrosion Prot Variance: N Piping Corrosion Prot Variance: N Temp Out Of Service Compliance: N Technical Compliance Flag: N Tank Tested Flag: N Installation Signature Date: 12/20/1990 Compartment Records: TanklD: 2A Tank Capacity: 8000 UST Comprt ID: 77105 UST ID: 125510 Al Number: 48196 Compartment ID: A Substance Stored1: EMPTY Substance Stored2: Not reported Substance Stored3: Not reported CompartmentReleaseDetectionMethod(Vapor): N CRDM(GW Monitoring): N CRDM(Monitoring Of Secondary Cont Barrier): N CRDM(Auto Tank Gauge Test/Inv Control): N CRD M(interstitial Monitoring SecWall/Jacket): N CRDM(Wkly Manual Gauging(Tanks-1000 G): N CRDM(Mthly Tank Gauging(Emer Gen Tanks): N CRDM(Sir(Stat Inv Reconciliation)/Inv Control): N PipingReleaseDetectionMethod(PRDM)(Vapor): N TC6745457.2s Page 133 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AFFORDABLE DETAIL (Continued) 0003413838 PRD M(Groundwater Monitoring): N PRDM(Monitoring Sec Containment Barrier): N PRDM(InterstitialMonitoring w/in SecWall/Jacket): N PRDM(Mthly Piping Tightness Test)@.2Gph: N PRDM(AnnualPipingTightTest/ElecMon@.1Gph: N PRDM(TriennialTightTest(Suction/GravityPiping): N PRDM AutoLineLeakDet(3.0 Gph PressPiping): N PRDM(Sir(Statlnv Recon)/Inv Control)): N PRDM(Exempt System Suction: N Spill Overfill Prevention Equip(SOPE): Y SOPE(Spill Cont/Bucket/Sump): Y SOPE(DelShut-Off Valve)): N SOPE(FlowRestrictorValue: Y SOPE(Alarm(Set@<=90%)W/3a Or 3b: N SOPE(N/A Deliveries To Tank<=25G): N Compartment Release Det Compliance Flag: N Piping Release Detection Compliance Flag): N Spill/OverfillPreventionCompliance Flag: Y Compartment Release Detection Variance: N Piping Release Detection Variance: N Spill And Overfill Prevention Variance: N Stage I Vapor Recovery: EXEMPT BY TCEQ RULE Stage 1 Installation Date: 01/01/1989 More Self Certification: Self Cert ID: 18554 Cert ID: 98427 UST Comprt ID: 290228 UST ID: 108200 Al Number: 48196 Tank ID: 5 Compartment ID: A Self Cert ID: 18554 Cert ID: 98428 UST Comprt ID: 290229 UST ID: 108200 Al Number: 48196 Tank ID: 5 Compartment ID: A Self Cert ID: 18554 Cert ID: 98432 UST Comprt ID: 290225 UST ID: 108200 Al Number: 48196 Tank ID: 5 Compartment ID: A Self Cert ID: 18554 Cert ID: 98430 UST Comprt ID: 290227 UST ID: 108200 Al Number: 48196 Tank ID: 5 Compartment ID: A TC6745457.2s Page 134 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AFFORDABLE DETAIL (Continued) 0003413838 Self Cert ID: 18554 Cert ID: 98431 UST Comprt ID: 290226 UST ID: 108200 Al Number: 48196 Tank ID: 5 Compartment ID: A Self Cert ID: 18554 Cert ID: 98429 UST Comprt ID: 290230 UST ID: 108200 Al Number: 48196 Tank ID: 5 Compartment ID: A Install Date: 01/01/1985 Tank Registration Date: 04/07/1989 Number of Compartments: 1 Tank Capacity: 5000 Tank Singlewall: N Tank Doublewall: N Pipe Type: Not reported UST ID: 125507 Facility ID: 63904 Ai Number: 48196 Tank Id: 313 Tank Status(Current): REMOVED FROM GROUND Tank Status Date: 10/01/1989 Empty: N Tank Regulatory Status: FULLY REGULATED Tank Int Prot(Internal Tank Lining Date): Not reported Piping Design(Single Wall): N Piping Design(Double Wall): N Tank Ext Cont(Fac-Built Nonmetallic Jacket): N Tank Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Tank Ext Cont(Tank Vault/Rigid Trench Liner): N Piping Ext Cont(Fac-Built Nonmetallic Jacket): N Piping Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Piping Ext Cont(Tank Vault/Rigid Trench Liner): N Tank Material(Steel): N Tank Material(Frp(Fi berglass-Reinforced Plastic): Y Tank Mat(Composite(Steel W/Ext Frp Cladding)): N Tank Mat(Concrete): N Tank Mat(Jacketed(Steel W/Ext Nonmetallic Jck)): N Tank Mat(Coated(Steel W/ExtPolyurethane Cladding)): N Piping Material(Steel): N Piping Mat(Frp(Fiberglass Reinforced Plastic): Y Piping Mat(Concrete): N Piping Mat(Jacketed(Steel W/Ext Nonmetallic Jacket)): N Piping Mat(Nonmetallic Flex Piping): N PipingConnect/Valves(Shear/Impact Valves(Under Disp)): N Piping Connect/Valves(Steel Swing-Joints(End Of Piping)): N Piping Connect/Valves(Flex Connectors(Ends Of Piping)): N Tank Corr Prot Meth(TCPM)(Cathodic-Field Installation): N TCPM(ExtDielectricCoat/Laminate/Tape/Wrap): N TC6745457.2s Page 135 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AFFORDABLE DETAIL (Continued) 0003413838 TCPM(Cathodic Prot-Faclnstallation): N TCPM(Composite Tank(Steel W/Frp Ext Laminate): N TCPMeth(Coated Tank(Steel W/ExtPolyurethaneLaminate): N TCPM(FRP Tank Or Piping(Noncorrodible)): Y TCPM(Ext Nonmetallic Jacket): N TCPMeth(Unnecessary Per Corrosion Prot Spec): N Piping Corr Prot Meth(Dielectric Coat/Laminate/Tape/Wrap): N Piping Corr Prot Method(PCPM)(Cathodic Factory Install): N PCPM(Cathodic Prot-Field Install): N PCPMethod(FRP Tank Or Piping(Noncorrodible): N PCPM(Nonmetallic FlexPiping(Noncorrodible)): N PCPMeth(Isolated Open Area/2nd Containment): N PCPM(Dual Protected): N PCPM(Unnec Per Corrosion Prot Specialist): N Tank Corr Prot Compliance Flag: Y Piping Corr Prot Compliance Flag: N Tank Corrosion Prot Variance: N Piping Corrosion Prot Variance: N Temp Out Of Service Compliance: N Technical Compliance Flag: N Tank Tested Flag: N Installation Signature Date: 12/20/1990 Compartment Records: TanklD: 3B Tank Capacity: 5000 UST Comprt ID: 77102 UST ID: 125507 Al Number: 48196 Compartment ID: A Substance Stored1: EMPTY Substance Stored2: Not reported Substance Stored3: Not reported CompartmentReleaseDetectionMethod(Vapor): N CRDM(GW Monitoring): N CRDM(Monitoring Of Secondary Cont Barrier): N CRDM(Auto Tank Gauge Test/Inv Control): N CRD M(interstitial Monitoring SecWall/Jacket): N CRDM(Wkly Manual Gauging(Tanks<=1000 G): N CRDM(Mthly Tank Gauging(Emer Gen Tanks): N CRDM(Sir(Stat Inv Reconciliation)/Inv Control): N PipingReleaseDetectionMethod(PRDM)(Vapor): N PRD M(Groundwater Monitoring): N PRDM(Monitoring Sec Containment Barrier): N PRDM(InterstitialMonitoring w/in SecWall/Jacket): N PRDM(Mthly Piping Tightness Test)@.2Gph: N PRDM(AnnualPipingTightTest/ElecMon@.1Gph: N PRDM(TriennialTightTest(Suction/GravityPiping): N PRDM AutoLineLeakDet(3.0 Gph PressPiping): N PRDM(Sir(Statlnv Recon)/Inv Control)): N PRDM(Exempt System Suction: N Spill Overfill Prevention Equip(SOPE): N SOPE(Spill Cont/Bucket/Sump): N SOPE(DelShut-Off Valve)): N SOPE(FlowRestrictorValue: N SOPE(Alarm(Set@<=90%)W/3a Or 3b: N SOPE(N/A Deliveries To Tank<=25G): N Compartment Release Det Compliance Flag: N TC6745457.2s Page 136 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AFFORDABLE DETAIL (Continued) 0003413838 Piping Release Detection Compliance Flag): N Spill/Overfill PreventionCompliance Flag: N Compartment Release Detection Variance: N Piping Release Detection Variance: N Spill And Overfill Prevention Variance: N Stage I Vapor Recovery: Not reported Stage 1 Installation Date: Not reported TanklD: 3B Tank Capacity: 5000 UST Comprt ID: 77102 UST ID: 125507 Al Number: 48196 Compartment ID: A Substance Storedl: EMPTY Substance Storedl: Not reported Substance Stored3: Not reported CompartmentReleaseDetectionMethod(Vapor): N CRDM(GW Monitoring): N CRDM(Monitoring Of Secondary Cont Barrier): N CRDM(Auto Tank Gauge Test/Inv Control): N CRD M(interstitial Monitoring SecWall/Jacket): N CRDM(Wkly Manual Gauging(Tanks<=1000 G): N CRDM(Mthly Tank Gauging(Emer Gen Tanks): N CRDM(Sir(Stat Inv Reconciliation)/Inv Control): N PipingReleaseDetectionMethod(PRDM)(Vapor): N PRD M(Groundwater Monitoring): N PRDM(Monitoring Sec Containment Barrier): N PRDM(InterstitialMonitoring w/in SecWall/Jacket): N PRDM(Mthly Piping Tightness Test)@.2Gph: N PRDM(AnnualPipingTightTest/ElecMon@.1Gph: N PRDM(TriennialTightTest(Suction/GravityPiping): N PRDM AutoLineLeakDet(3.0 Gph PressPiping): N PRDM(Sir(Statlnv Recon)/Inv Control)): N PRDM(Exempt System Suction: N Spill Overfill Prevention Equip(SOPE): N SOPE(Spill Cont/Bucket/Sump): N SOPE(DelShut-Off Valve)): N SOPE(FlowRestrictorValue: N SOPE(Alarm(Set@<=90%)W/3a Or 3b: N SOPE(N/A Deliveries To Tank<=25G): N Compartment Release Det Compliance Flag: N Piping Release Detection Compliance Flag): N Spill/OverfillPreventionCompliance Flag: N Compartment Release Detection Variance: N Piping Release Detection Variance: N Spill And Overfill Prevention Variance: N Stage I Vapor Recovery: Not reported Stage 1 Installation Date: Not reported More Self Certification: Self Cert ID: 18554 Cert ID: 98427 UST Comprt ID: 290228 UST ID: 108200 Al Number: 48196 Tank ID: 5 TC6745457.2s Page 137 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AFFORDABLE DETAIL (Continued) 0003413838 Compartment ID: A Self Cert ID: 18554 Cert ID: 98428 UST Comprt ID: 290229 UST ID: 108200 Al Number: 48196 Tank ID: 5 Compartment ID: A Self Cert ID: 18554 Cert ID: 98432 UST Comprt ID: 290225 UST ID: 108200 Al Number: 48196 Tank ID: 5 Compartment ID: A Self Cert ID: 18554 Cert ID: 98430 UST Comprt ID: 290227 UST ID: 108200 Al Number: 48196 Tank ID: 5 Compartment ID: A Self Cert ID: 18554 Cert ID: 98431 UST Comprt ID: 290226 UST ID: 108200 Al Number: 48196 Tank ID: 5 Compartment ID: A Self Cert ID: 18554 Cert ID: 98429 UST Comprt ID: 290230 UST ID: 108200 Al Number: 48196 Tank ID: 5 Compartment ID: A Install Date: 01/01/1969 Tank Registration Date: 04/07/1989 Number of Compartments: 1 Tank Capacity: 6000 Tank Singlewall: N Tank Doublewall: N Pipe Type: Not reported UST ID: 125505 Facility ID: 63904 Ai Number: 48196 Tank Id: 113 Tank Status(Current): REMOVED FROM GROUND Tank Status Date: 10/01/1989 Empty: N TC6745457.2s Page 138 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AFFORDABLE DETAIL (Continued) 0003413838 Tank Regulatory Status: FULLY REGULATED Tank Int Prot(Internal Tank Lining Date): Not reported Piping Design(Single Wall): N Piping Design(Double Wall): N Tank Ext Cont(Fac-Built Nonmetallic Jacket): N Tank Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Tank Ext Cont(Tank Vault/Rigid Trench Liner): N Piping Ext Cont(Fac-Built Nonmetallic Jacket): N Piping Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Piping Ext Cont(Tank Vault/Rigid Trench Liner): N Tank Material(Steel): Y Tank Material(Frp(Fi berglass-Reinforced Plastic): N Tank Mat(Composite(Steel W/Ext Frp Cladding)): N Tank Mat(Concrete): N Tank Mat(Jacketed(Steel W/Ext Nonmetallic Jck)): N Tank Mat(Coated(Steel W/ExtPolyurethane Cladding)): N Piping Material(Steel): Y Piping Mat(Frp(Fiberglass Reinforced Plastic): N Piping Mat(Concrete): N Piping Mat(Jacketed(Steel W/Ext Nonmetallic Jacket)): N Piping Mat(Nonmetallic Flex Piping): N PipingConnect/Valves(Shear/Impact Valves(Under Disp)): N Piping Connect/Valves(Steel Swing-Joints(End Of Piping)): N Piping Connect/Valves(Flex Connectors(Ends Of Piping)): N Tank Corr Prot Meth(TCPM)(Cathodic-Field Installation): N TCPM(ExtDielectricCoat/Laminate/Tape/Wrap): N TCPM(Cathodic Prot-Faclnstallation): N TCPM(Composite Tank(Steel W/Frp Ext Laminate): N TCPMeth(Coated Tank(Steel W/ExtPolyurethaneLaminate): N TCPM(FRP Tank Or Piping(Noncorrodible)): N TCPM(Ext Nonmetallic Jacket): N TCPMeth(Unnecessary Per Corrosion Prot Spec): N Piping Corr Prot Meth(Dielectric Coat/Laminate/Tape/Wrap): N Piping Corr Prot Method(PCPM)(Cathodic Factory Install): N PCPM(Cathodic Prot-Field Install): N PCPMethod(FRP Tank Or Piping(Noncorrodible): N PCPM(Nonmetallic FlexPiping(Noncorrodible)): N PCPMeth(Isolated Open Area/2nd Containment): N PCPM(Dual Protected): N PCPM(Unnec Per Corrosion Prot Specialist): N Tank Corr Prot Compliance Flag: N Piping Corr Prot Compliance Flag: N Tank Corrosion Prot Variance: N Piping Corrosion Prot Variance: N Temp Out Of Service Compliance: N Technical Compliance Flag: N Tank Tested Flag: N Installation Signature Date: 12/20/1990 Compartment Records: Tank ID: 113 Tank Capacity: 6000 UST Comprt ID: 77100 UST ID: 125505 Al Number: 48196 Compartment ID: A Substance Storedl: EMPTY Substance Stored2: Not reported TC6745457.2s Page 139 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AFFORDABLE DETAIL (Continued) 0003413838 Substance Stored3: Not reported CompartmentReleaseDetectionMethod(Vapor): N CRDM(GW Monitoring): N CRDM(Monitoring Of Secondary Cont Barrier): N CRDM(Auto Tank Gauge Test/Inv Control): N CRD M(interstitial Monitoring SecWall/Jacket): N CRDM(Wkly Manual Gauging(Tanks-1000 G): N CRDM(Mthly Tank Gauging(Emer Gen Tanks): N CRDM(Sir(Stat Inv Reconciliation)/Inv Control): N PipingReleaseDetectionMethod(PRDM)(Vapor): N PRD M(Groundwater Monitoring): N PRDM(Monitoring Sec Containment Barrier): N PRDM(InterstitialMonitoring w/in SecWall/Jacket): N PRDM(Mthly Piping Tightness Test)@.2Gph: N PRDM(AnnualPipingTightTest/ElecMon@.1 Gph: N PRDM(TriennialTightTest(Suction/GravityPiping): N PRDM AutoLineLeakDet(3.0 Gph PressPiping): N PRDM(Sir(Statlnv Recon)/Inv Control)): N PRDM(Exempt System Suction: N Spill Overfill Prevention Equip(SOPE): N SOPE(Spill Cont/Bucket/Sump): N SOPE(DelShut-Off Valve)): N SOPE(FlowRestrictorValue: N SOPE(Alarm(Set@-90%)W/3a Or 3b: N SOPE(N/A Deliveries To Tank-25G): N Compartment Release Det Compliance Flag: N Piping Release Detection Compliance Flag): N Spill/OverfillPreventionCompliance Flag: N Compartment Release Detection Variance: N Piping Release Detection Variance: N Spill And Overfill Prevention Variance: N Stage I Vapor Recovery: Not reported Stage 1 Installation Date: Not reported Tank ID: 1B Tank Capacity: 6000 UST Comprt ID: 77100 UST ID: 125505 Al Number: 48196 Compartment ID: A Substance Storedl: EMPTY Substance Stored2: Not reported Substance Stored3: Not reported CompartmentRelease Detection Method(Vapor): N CRDM(GW Monitoring): N CRDM(Monitoring Of Secondary Cont Barrier): N CRDM(Auto Tank Gauge Test/Inv Control): N CRD M(interstitial Monitoring SecWall/Jacket): N CRDM(Wkly Manual Gauging(Tanks-1000 G): N CRDM(Mthly Tank Gauging(Emer Gen Tanks): N CRDM(Sir(Stat Inv Reconciliation)/Inv Control): N PipingReleaseDetectionMethod(PRDM)(Vapor): N PRD M(Groundwater Monitoring): N PRDM(Monitoring Sec Containment Barrier): N PRDM(InterstitialMonitoring w/in SecWall/Jacket): N PRDM(Mthly Piping Tightness Test)@.2Gph: N PRDM(AnnualPipingTightTest/ElecMon@.1 Gph: N TC6745457.2s Page 140 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AFFORDABLE DETAIL (Continued) 0003413838 PRDM(TriennialTightTest(Suction/GravityPiping): N PRDM AutoLineLeakDet(3.0 Gph PressPiping): N PRDM(Sir(Statlnv Recon)/Inv Control)): N PRDM(Exempt System Suction: N Spill Overfill Prevention Equip(SOPE): N SOPE(Spill Cont/Bucket/Sump): N SOPE(DelShut-Off Valve)): N SOPE(FlowRestrictorValue: N SOPE(Alarm(Set@<=90%)W/3a Or 3b: N SOPE(N/A Deliveries To Tank<=25G): N Compartment Release Det Compliance Flag: N Piping Release Detection Compliance Flag): N Spill/OverfillPreventionCompliance Flag: N Compartment Release Detection Variance: N Piping Release Detection Variance: N Spill And Overfill Prevention Variance: N Stage I Vapor Recovery: Not reported Stage 1 Installation Date: Not reported More Self Certification: Self Cert ID: 18554 Cert ID: 98427 UST Comprt ID: 290228 UST ID: 108200 Al Number: 48196 Tank ID: 5 Compartment ID: A Self Cert ID: 18554 Cert ID: 98428 UST Comprt ID: 290229 UST ID: 108200 Al Number: 48196 Tank ID: 5 Compartment ID: A Self Cert ID: 18554 Cert ID: 98432 UST Comprt ID: 290225 UST ID: 108200 Al Number: 48196 Tank ID: 5 Compartment ID: A Self Cert ID: 18554 Cert ID: 98430 UST Comprt ID: 290227 UST ID: 108200 Al Number: 48196 Tank ID: 5 Compartment ID: A Self Cert ID: 18554 Cert ID: 98431 UST Comprt ID: 290226 UST ID: 108200 Al Number: 48196 TC6745457.2s Page 141 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AFFORDABLE DETAIL (Continued) 0003413838 Tank ID: 5 Compartment ID: A Self Cert ID: 18554 Cert ID: 98429 UST Comprt ID: 290230 UST ID: 108200 Al Number: 48196 Tank ID: 5 Compartment ID: A Install Date: 01/01/1969 Tank Registration Date: 04/07/1989 Number of Compartments: 1 Tank Capacity: 6000 Tank Singlewall: N Tank Doublewall: N Pipe Type: Not reported UST ID: 125506 Facility ID: 63904 Ai Number: 48196 Tank Id: 213 Tank Status(Current): REMOVED FROM GROUND Tank Status Date: 10/01/1989 Empty: N Tank Regulatory Status: FULLY REGULATED Tank Int Prot(Internal Tank Lining Date): Not reported Piping Design(Single Wall): N Piping Design(Double Wall): N Tank Ext Cont(Fac-Built Nonmetallic Jacket): N Tank Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Tank Ext Cont(Tank Vault/Rigid Trench Liner): N Piping Ext Cont(Fac-Built Nonmetallic Jacket): N Piping Ext Cont(Syn Tank-Pit/Piping-Trench Liner): N Piping Ext Cont(Tank Vault/Rigid Trench Liner): N Tank Material(Steel): Y Tank Material(Frp(Fi berglass-Reinforced Plastic): N Tank Mat(Composite(Steel W/Ext Frp Cladding)): N Tank Mat(Concrete): N Tank Mat(Jacketed(Steel W/Ext Nonmetallic Jck)): N Tank Mat(Coated(Steel W/ExtPolyurethane Cladding)): N Piping Material(Steel): Y Piping Mat(Frp(Fiberglass Reinforced Plastic): N Piping Mat(Concrete): N Piping Mat(Jacketed(Steel W/Ext Nonmetallic Jacket)): N Piping Mat(Nonmetallic Flex Piping): N PipingConnect/Valves(Shear/Impact Valves(Under Disp)): N Piping Connect/Valves(Steel Swing-Joints(End Of Piping)): N Piping Connect/Valves(Flex Connectors(Ends Of Piping)): N Tank Corr Prot Meth(TCPM)(Cathodic-Field Installation): N TCPM(ExtDielectricCoat/Laminate/Tape/Wrap): N TCPM(Cathodic Prot-Faclnstallation): N TCPM(Composite Tank(Steel W/Frp Ext Laminate): N TCPMeth(Coated Tank(Steel W/ExtPolyurethaneLaminate): N TCPM(FRP Tank Or Piping(Noncorrodible)): N TCPM(Ext Nonmetallic Jacket): N TC6745457.2s Page 142 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AFFORDABLE DETAIL (Continued) 0003413838 TCPMeth(Unnecessary Per Corrosion Prot Spec): N Piping Corr Prot Meth(Dielectric Coat/Laminate/Tape/Wrap): N Piping Corr Prot Method(PCPM)(Cathodic Factory Install): N PCPM(Cathodic Prot-Field Install): N PCPMethod(FRP Tank Or Piping(Noncorrodible): N PCPM(Nonmetallic FlexPiping(Noncorrodible)): N PCPMeth(Isolated Open Area/2nd Containment): N PCPM(Dual Protected): N PCPM(Unnec Per Corrosion Prot Specialist): N Tank Corr Prot Compliance Flag: N Piping Corr Prot Compliance Flag: N Tank Corrosion Prot Variance: N Piping Corrosion Prot Variance: N Temp Out Of Service Compliance: N Technical Compliance Flag: N Tank Tested Flag: N Installation Signature Date: 12/20/1990 Compartment Records: TanklD: 2B Tank Capacity: 6000 UST Comprt ID: 77101 UST ID: 125506 Al Number: 48196 Compartment ID: A Substance Stored1: EMPTY Substance Stored2: Not reported Substance Stored3: Not reported CompartmentReleaseDetectionMethod(Vapor): N CRDM(GW Monitoring): N CRDM(Monitoring Of Secondary Cont Barrier): N CRDM(Auto Tank Gauge Test/Inv Control): N CRD M(interstitial Monitoring SecWall/Jacket): N CRDM(Wkly Manual Gauging(Tanks<=1000 G): N CRDM(Mthly Tank Gauging(Emer Gen Tanks): N CRDM(Sir(Stat Inv Reconciliation)/Inv Control): N PipingReleaseDetectionMethod(PRDM)(Vapor): N PRD M(Groundwater Monitoring): N PRDM(Monitoring Sec Containment Barrier): N PRDM(InterstitialMonitoring w/in SecWall/Jacket): N PRDM(Mthly Piping Tightness Test)@.2Gph: N PRDM(AnnualPipingTightTest/ElecMon@.1Gph: N PRDM(TriennialTightTest(Suction/GravityPiping): N PRDM AutoLineLeakDet(3.0 Gph PressPiping): N PRDM(Sir(Statlnv Recon)/Inv Control)): N PRDM(Exempt System Suction: N Spill Overfill Prevention Equip(SOPE): N SOPE(Spill Cont/Bucket/Sump): N SOPE(DelShut-Off Valve)): N SOPE(FlowRestrictorValue: N SOPE(Alarm(Set@<=90%)W/3a Or 3b: N SOPE(N/A Deliveries To Tank<=25G): N Compartment Release Det Compliance Flag: N Piping Release Detection Compliance Flag): N Spill/OverfillPreventionCompliance Flag: N Compartment Release Detection Variance: N Piping Release Detection Variance: N Spill And Overfill Prevention Variance: N TC6745457.2s Page 143 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AFFORDABLE DETAIL (Continued) 0003413838 Stage I Vapor Recovery: Not reported Stage 1 Installation Date: Not reported TanklD: 2B Tank Capacity: 6000 UST Comprt ID: 77101 UST ID: 125506 Al Number: 48196 Compartment ID: A Substance Stored1: EMPTY Substance Stored2: Not reported Substance Stored3: Not reported CompartmentReleaseDetectionMethod(Vapor): N CRDM(GW Monitoring): N CRDM(Monitoring Of Secondary Cont Barrier): N CRDM(Auto Tank Gauge Test/Inv Control): N CRD M(interstitial Monitoring SecWall/Jacket): N CRDM(Wkly Manual Gauging(Tanks<=1000 G): N CRDM(Mthly Tank Gauging(Emer Gen Tanks): N CRDM(Sir(Stat Inv Reconciliation)/Inv Control): N PipingReleaseDetectionMethod(PRDM)(Vapor): N PRD M(Groundwater Monitoring): N PRDM(Monitoring Sec Containment Barrier): N PRDM(InterstitialMonitoring w/in SecWall/Jacket): N PRDM(Mthly Piping Tightness Test)@.2Gph: N PRDM(AnnualPipingTightTest/ElecMon@.1Gph: N PRDM(TriennialTightTest(Suction/GravityPiping): N PRDM AutoLineLeakDet(3.0 Gph PressPiping): N PRDM(Sir(Statlnv Recon)/Inv Control)): N PRDM(Exempt System Suction: N Spill Overfill Prevention Equip(SOPE): N SOPE(Spill Cont/Bucket/Sump): N SOPE(DelShut-Off Valve)): N SOPE(FlowRestrictorValue: N SOPE(Alarm(Set@<=90%)W/3a Or 3b: N SOPE(N/A Deliveries To Tank<=25G): N Compartment Release Det Compliance Flag: N Piping Release Detection Compliance Flag): N Spill/OverfillPreventionCompliance Flag: N Compartment Release Detection Variance: N Piping Release Detection Variance: N Spill And Overfill Prevention Variance: N Stage I Vapor Recovery: Not reported Stage 1 Installation Date: Not reported More Self Certification: Self Cert ID: 18554 Cert ID: 98427 UST Comprt ID: 290228 UST ID: 108200 Al Number: 48196 Tank ID: 5 Compartment ID: A Self Cert ID: 18554 Cert ID: 98428 UST Comprt ID: 290229 TC6745457.2s Page 144 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AFFORDABLE DETAIL (Continued) 0003413838 UST ID: 108200 Al Number: 48196 Tank ID: 5 Compartment ID: A Self Cert ID: 18554 Cert ID: 98432 UST Comprt ID: 290225 UST ID: 108200 Al Number: 48196 Tank ID: 5 Compartment ID: A Self Cert ID: 18554 Cert ID: 98430 UST ComprtlD: 290227 UST ID: 108200 Al Number: 48196 Tank ID: 5 Compartment ID: A Self Cert ID: 18554 Cert ID: 98431 UST ComprtlD: 290226 UST ID: 108200 Al Number: 48196 Tank ID: 5 Compartment ID: A Self Cert ID: 18554 Cert ID: 98429 UST ComprtlD: 290230 UST ID: 108200 Al Number: 48196 Tank ID: 5 Compartment ID: A Construction Notification: NOC ID: 6954 Facility ID: 63904 Al Number: 48196 Application Received Date: 04/03/2006 Scheduled Construction Date: 04/10/2006 UST Improvement: N UST Installation: N UST Removal: Y UST Repair: N UST Return To Service: N UST Replacement: N UST Abandonment: N UST Stage I: N AST Installation: N AST Stage I: N Historical Tracking Number: M60403002 Waiver Flag: N Late Filing Flag: Y TC6745457.2s Page 145 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AFFORDABLE DETAIL (Continued) 0003413838 Form Received Date: Not reported Signature Date On Form: Not reported Signature Name On Form: Not reported Signature Company On Form: Not reported Signature Title On Form: Not reported Signature Role: Not reported Owner Name At Time Of Construction: Not reported Owner CN At Time Of Construction: Not reported Owner AR At Time Of Construction: 62307 General Desc Of Prop Construct: Not reported Facility Billing Contacts: Contact Organization Name: LILIENTHAL HAK SUN Contact Mailing Address(Delivery): 2006 MUSSETT ST Contact Mailing Address(Internal Delivery): Not reported Contact Mailing City/State/Zip: CORPUS CHRISTI,TX 78408 4057 Phone Number/Ext: / Contact Fax Number/Ext: / Contact Email Address: Not reported Contact Address Deliverable: Y Facility ID: 63904 Additional ID: 959180052002118 PrincID: 988605242004082 Al Number: 48196 Facility Name: AFFORDABLE DETAIL AR Number: Not reported AR UST Number Suffix: Not reported AR AST Number Suffix: Not reported Contact Name/Title: DAMMIE LILENTHAL/ DRYCLEANERS: Name: PEERLESS CLEANERS 19 Address: 2806 SANTA FE ST City,State,Zip: CORPUS CHRISTI,TX 78404 RN Number: RN102049897 Region: REGION 14-CORPUS CHRISTI CN Number: CN602461378 DCR Number: DCR10883 AR Number: 24001071 Principal Name: JOHNSON PEERLESS INC Bill Addr1: 3434 S STAPLES ST Bill Addr2: Not reported Bill City/State/Zip: CORPUS CHRISTI,TX 78411 2553 EMail: DOUG@PEERLESSCLEANERS.COM Phone Number: 361 7744141 Site Name: Not reported Site Type: DROP STATION REGISTRATION Site Status: ACTIVE Fiscal Year: FY2021 Solvent: Not reported Gallons: Not reported Part Stat: NO Gross Receipts: >$150,000 Name: PEERLESS CLEANERS 19 TC6745457.2s Page 146 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AFFORDABLE DETAIL (Continued) 0003413838 Address: 2806 SANTA FE ST City,State,Zip: CORPUS CHRISTI,TX 78404 RN Number: RN102049897 Region: 14 CN Number: CN602461378 DCR Number: Not reported AR Number: 24001071 Principal Name: JOHNSON-PEERLESS INC Bill Addr1: 3434 S STAPLES ST Bill Addr2: Not reported Bill City/State/Zip: CORPUS CHRISTI,TX 78411 2553 EMail: DOUG@PEERLESSCLEANERS.COM Phone Number: 361 7744141 Site Name: PEERLESS CLEANERS 19 Site Type: DROP STATION REGISTRATION Site Status: ACTIVE Fiscal Year: FY2011 Solvent: Not reported Gallons: Not reported Part Stat: NO Gross Receipts: $150,000 OR LESS Name: PEERLESS CLEANERS 19 Address: 2806 SANTA FE ST City,State,Zip: CORPUS CHRISTI,TX 78404 RN Number: RN102049897 Region: 14 CN Number: CN602461378 DCR Number: Not reported AR Number: 24001071 Principal Name: JOHNSON-PEERLESS INC Bill Addr1: 3434 S STAPLES ST Bill Addr2: Not reported Bill City/State/Zip: CORPUS CHRISTI,TX 78411 2553 EMail: DOUG@PEERLESSCLEANERS.COM Phone Number: 361 7744141 Site Name: PEERLESS CLEANERS 19 Site Type: DROP STATION REGISTRATION Site Status: ACTIVE Fiscal Year: FY2012 Solvent: Not reported Gallons: Not reported Part Stat: NO Gross Receipts: >$150,000 Name: PEERLESS CLEANERS 19 Address: 2806 SANTA FE ST City,State,Zip: CORPUS CHRISTI,TX 78404 RN Number: RN102049897 Region: 14 CN Number: CN602461378 DCR Number: Not reported AR Number: 24001071 Principal Name: JOHNSON-PEERLESS INC Bill Addr1: 3434 S STAPLES ST Bill Addr2: Not reported Bill City/State/Zip: CORPUS CHRISTI,TX 78411 2553 TC6745457.2s Page 147 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AFFORDABLE DETAIL (Continued) 0003413838 EMail: DOUG@PEERLESSCLEANERS.COM Phone Number: 361 7744141 Site Name: PEERLESS CLEANERS 19 Site Type: DROP STATION REGISTRATION Site Status: ACTIVE Fiscal Year: FY2013 Solvent: Not reported Gallons: Not reported Part Stat: NO Gross Receipts: >$150,000 Name: PEERLESS CLEANERS 19 Address: 2806 SANTA FE ST City,State,Zip: CORPUS CHRISTI,TX 78404 RN Number: RN102049897 Region: 14 CN Number: CN602461378 DCR Number: Not reported AR Number: 24001071 Principal Name: JOHNSON-PEERLESS INC Bill Addr1: 3434 S STAPLES ST Bill Addr2: Not reported Bill City/State/Zip: CORPUS CHRISTI,TX 78411 2553 EMail: DOUG@PEERLESSCLEANERS.COM Phone Number: 361 7744141 Site Name: PEERLESS CLEANERS 19 Site Type: DROP STATION REGISTRATION Site Status: ACTIVE Fiscal Year: FY2014 Solvent: Not reported Gallons: Not reported Part Stat: NO Gross Receipts: >$150,000 Name: PEERLESS CLEANERS 19 Address: 2806 SANTA FE ST City,State,Zip: CORPUS CHRISTI,TX 78404 RN Number: RN102049897 Region: REGION 14-CORPUS CHRISTI CN Number: CN602461378 DCR Number: DCR10883 AR Number: 24001071 Principal Name: JOHNSON PEERLESS INC Bill Addr1: 3434 S STAPLES ST Bill Addr2: Not reported Bill City/State/Zip: CORPUS CHRISTI,TX 78411 2553 EMail: DOUG@PEERLESSCLEANERS.COM Phone Number: 361 7744141 Site Name: Not reported Site Type: DROP STATION REGISTRATION Site Status: ACTIVE Fiscal Year: FY2020 Solvent: Not reported Gallons: Not reported Part Stat: NO Gross Receipts: >$150,000 TC6745457.2s Page 148 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AFFORDABLE DETAIL (Continued) 0003413838 Name: PEERLESS CLEANERS 19 Address: 2806 SANTA FE ST City,State,Zip: CORPUS CHRISTI,TX 78404 RN Number: RN102049897 Region: REGION 14-CORPUS CHRISTI CN Number: CN602461378 DCR Number: DCR10883 AR Number: 24001071 Principal Name: JOHNSON PEERLESS INC Bill Addr1: 3434 S STAPLES ST Bill Addr2: Not reported Bill City/State/Zip: CORPUS CHRISTI,TX 78411 2553 EMail: DOUG@PEERLESSCLEANERS.COM Phone Number: 361 7744141 Site Name: Not reported Site Type: DROP STATION REGISTRATION Site Status: ACTIVE Fiscal Year: FY2019 Solvent: Not reported Gallons: Not reported Part Stat: NO Gross Receipts: >$150,000 Name: PEERLESS CLEANERS 19 Address: 2806 SANTA FE ST City,State,Zip: CORPUS CHRISTI,TX 78404 RN Number: RN102049897 Region: REGION 14-CORPUS CHRISTI CN Number: CN602461378 DCR Number: DCR10883 AR Number: 24001071 Principal Name: JOHNSON-PEERLESS INC Bill Addr1: 3434 S STAPLES ST Bill Addr2: Not reported Bill City/State/Zip: CORPUS CHRISTI,TX 78411 2553 EMail: DOUG@PEERLESSCLEANERS.COM Phone Number: 361 7744141 Site Name: Not reported Site Type: DROP STATION REGISTRATION Site Status: ACTIVE Fiscal Year: FY2015 Solvent: Not reported Gallons: Not reported Part Stat: NO Gross Receipts: >$150,000 Name: PEERLESS CLEANERS 19 Address: 2806 SANTA FE ST City,State,Zip: CORPUS CHRISTI,TX 78404 RN Number: RN102049897 Region: REGION 14-CORPUS CHRISTI CN Number: CN602461378 DCR Number: DCR10883 AR Number: 24001071 Principal Name: JOHNSON PEERLESS INC Bill Addr1: 3434 S STAPLES ST Bill Addr2: Not reported TC6745457.2s Page 149 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AFFORDABLE DETAIL (Continued) 0003413838 Bill City/State/Zip: CORPUS CHRISTI,TX 78411 2553 EMail: ANITA@PEERLESSCLEANERS.COM Phone Number: 361 8544972 Site Name: Not reported Site Type: DROP STATION REGISTRATION Site Status: ACTIVE Fiscal Year: FY2018 Solvent: Not reported Gallons: Not reported Part Stat: NO Gross Receipts: >$150,000 Name: PEERLESS CLEANERS 19 Address: 2806 SANTA FE ST City,State,Zip: CORPUS CHRISTI,TX 78404 RN Number: RN102049897 Region: REGION 14-CORPUS CHRISTI CN Number: CN602461378 DCR Number: DCR10883 AR Number: 24001071 Principal Name: JOHNSON PEERLESS INC Bill Addr1: 3434 S STAPLES ST Bill Addr2: Not reported Bill City/State/Zip: CORPUS CHRISTI,TX 78411 2553 EMail: ANITA@PEERLESSCLEANERS.COM Phone Number: 361 8544972 Site Name: Not reported Site Type: DROP STATION REGISTRATION Site Status: ACTIVE Fiscal Year: FY2017 Solvent: Not reported Gallons: Not reported Part Stat: NO Gross Receipts: >$150,000 Name: PEERLESS CLEANERS 19 Address: 2806 SANTA FE ST City,State,Zip: CORPUS CHRISTI,TX 78404 RN Number: RN102049897 Region: REGION 14-CORPUS CHRISTI CN Number: CN602461378 DCR Number: DCR10883 AR Number: 24001071 Principal Name: JOHNSON PEERLESS INC Bill Addr1: 3434 S STAPLES ST Bill Addr2: Not reported Bill City/State/Zip: CORPUS CHRISTI,TX 78411 2553 EMail: DOUG@PEERLESSCLEANERS.COM Phone Number: 361 7744141 Site Name: Not reported Site Type: DROP STATION REGISTRATION Site Status: ACTIVE Fiscal Year: FY2016 Solvent: Not reported Gallons: Not reported Part Stat: NO Gross Receipts: >$150,000 TC6745457.2s Page 150 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AFFORDABLE DETAIL (Continued) 0003413838 COMP HIST: RN Number: RN102049897 Name: PEERLESS CLEANERS 19 Address: 2806 SANTA FE ST City,State,Zip: TX 78404 Region: REGION 14-CORPUS CHRISTI CN Number: CN601470891 CN Name: MAVERICK MARKETS INC CN Rating: 0 Classification: UNCLASSIFIED Date Calculated: 09/01/2020 Date Published to Web: 11/15/2020 Rating: 0 Classification 2: UNCLASSIFIED Date Rated 2: 09/01/2020 Date Published to Web 2: 11/15/2020 NAICS Code: 812320 SIC Code: 6552 Related Number: DCR10883,DCR10883 RN Number: RN102049897 Name: PEERLESS CLEANERS 19 Address: 2806 SANTA FE ST City,State,Zip: TX 78404 Region: REGION 14-CORPUS CHRISTI CN Number: CN602461378 CN Name: JOHNSON PEERLESS INC CN Rating: 0 Classification: UNCLASSIFIED Date Calculated: 09/01/2020 Date Published to Web: 11/15/2020 Rating: 0 Classification 2: UNCLASSIFIED Date Rated 2: 09/01/2020 Date Published to Web 2: 11/15/2020 NAICS Code: 812320 SIC Code: 3053 Related Number: DCR10883,DCR10883 RN Number: RN102049897 Name: PEERLESS CLEANERS 19 Address: 2806 SANTA FE ST City,State,Zip: TX 78404 Region: REGION 14-CORPUS CHRISTI CN Number: CN602593147 CN Name: LI LIENTHAL, HAK SUN CN Rating: 0 Classification: UNCLASSIFIED Date Calculated: 09/01/2020 Date Published to Web: 11/16/2020 Rating: 0 Classification 2: UNCLASSIFIED Date Rated 2: 09/01/2020 Date Published to Web 2: 11/15/2020 NAICS Code: 812320 SIC Code: 1629 Related Number: DCR10883,DCR10883 TC6745457.2s Page 151 } F- F O W Cl) J Z N ¢ LL F- U) z 6 W W ❑ O co v � co 0 N n N L2 N d N N LO Ln -j � J U') C F n co z U w Q F X z w w F w w F w m of px O ❑ cn ¢ K °' z O n O O } < w ¢ x O w U J Cn ¢ z ❑ ¢ z 2 W 0_ J TZ O co U ❑ = w O Un < n O ¢ a a C:) L U) 00 O w 00 O K O N LL O W Z } � w F CD U = LL rn r 00 �n LL 0 ❑ r- rn 00 Of CO CO ❑ N N C) w �0 0o N LL Lfl w Q _ W CD F F ❑ d' d' O x x n 0 O O O N fn (n > c CL IL C 0 � U U O O rn (n U 0 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING To maintain currency of the following federal and state databases, EDR contacts the appropriate governmental agency on a monthly or quarterly basis,as required. Number of Days to Update:Provides confirmation that EDR is reporting records that have been updated within 90 days from the date the government agency made the information available to the public. STANDARD ENVIRONMENTAL RECORDS Federal NPL site list NPL: National Priority List National Priorities List(Superfund).The NPL is a subset of CERCLIS and identifies over 1,200 sites for priority cleanup under the Superfund Program. NPL sites may encompass relatively large areas.As such, EDR provides polygon coverage for over 1,000 NPL site boundaries produced by EPA's Environmental Photographic Interpretation Center (EPIC)and regional EPA offices. Date of Government Version:07/29/2021 Source: EPA Date Data Arrived at EDR:08/04/2021 Telephone: N/A Date Made Active in Reports:08/31/2021 Last EDR Contact: 11/05/2021 Number of Days to Update:27 Next Scheduled EDR Contact:01/10/2022 Data Release Frequency:Quarterly NPL Site Boundaries Sources: EPA's Environmental Photographic Interpretation Center(EPIC) Telephone:202-564-7333 EPA Region 1 EPA Region 6 Telephone 617-918-1143 Telephone:214-655-6659 EPA Region 3 EPA Region 7 Telephone 215-814-5418 Telephone:913-551-7247 EPA Region 4 EPA Region 8 Telephone 404-562-8033 Telephone:303-312-6774 EPA Region 5 EPA Region 9 Telephone 312-886-6686 Telephone:415-947-4246 EPA Region 10 Telephone 206-553-8665 Proposed NPL: Proposed National Priority List Sites A site that has been proposed for listing on the National Priorities List through the issuance of a proposed rule in the Federal Register.EPA then accepts public comments on the site, responds to the comments,and places on the NPL those sites that continue to meet the requirements for listing. Date of Government Version:07/29/2021 Source: EPA Date Data Arrived at EDR:08/04/2021 Telephone: N/A Date Made Active in Reports:08/31/2021 Last EDR Contact: 11/05/2021 Number of Days to Update:27 Next Scheduled EDR Contact:01/10/2022 Data Release Frequency:Quarterly NPL LIENS: Federal Superfund Liens Federal Superfund Liens.Under the authority granted the USEPA by CERCLA of 1980,the USEPA has the authority to file liens against real property in order to recover remedial action expenditures or when the property owner received notification of potential liability. USEPA compiles a listing of filed notices of Superfund Liens. TC6745457.2s Page GR-1 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 10/15/1991 Source: EPA Date Data Arrived at EDR:02/02/1994 Telephone: 202-564-4267 Date Made Active in Reports:03/30/1994 Last EDR Contact:08/15/2011 Number of Days to Update:56 Next Scheduled EDR Contact: 11/28/2011 Data Release Frequency: No Update Planned Federal Delisted NPL site list Delisted NPL: National Priority List Deletions The National Oil and Hazardous Substances Pollution Contingency Plan(NCP)establishes the criteria that the EPA uses to delete sites from the NPL. In accordance with 40 CFR 300.425.(e),sites may be deleted from the NPL where no further response is appropriate. Date of Government Version:07/29/2021 Source: EPA Date Data Arrived at EDR:08/04/2021 Telephone: N/A Date Made Active in Reports:08/31/2021 Last EDR Contact: 11/05/2021 Number of Days to Update:27 Next Scheduled EDR Contact:01/10/2022 Data Release Frequency:Quarterly Federal CERCLIS list FEDERAL FACILITY: Federal Facility Site Information listing A listing of National Priority List(NPL)and Base Realignment and Closure(BRAC)sites found in the Comprehensive Environmental Response,Compensation and Liability Information System(CERCLIS)Database where EPA Federal Facilities Restoration and Reuse Office is involved in cleanup activities. Date of Government Version:05/25/2021 Source: Environmental Protection Agency Date Data Arrived at EDR:06/24/2021 Telephone: 703-603-8704 Date Made Active in Reports:09/20/2021 Last EDR Contact: 10/01/2021 Number of Days to Update:88 Next Scheduled EDR Contact:01/10/2022 Data Release Frequency:Varies SEMS: Superfund Enterprise Management System SEMS(Superfund Enterprise Management System)tracks hazardous waste sites, potentially hazardous waste sites, and remedial activities performed in support of EPA's Superfund Program across the United States.The list was formerly know as CERCLIS,renamed to SEMS by the EPA in 2015.The list contains data on potentially hazardous waste sites that have been reported to the USEPA by states,municipalities, private companies and private persons, pursuant to Section 103 of the Comprehensive Environmental Response,Compensation,and Liability Act(CERCLA). This dataset also contains sites which are either proposed to or on the National Priorities List(NPL)and the sites which are in the screening and assessment phase for possible inclusion on the NPL. Date of Government Version:07/29/2021 Source: EPA Date Data Arrived at EDR:08/04/2021 Telephone: 800-424-9346 Date Made Active in Reports:08/31/2021 Last EDR Contact: 11/05/2021 Number of Days to Update:27 Next Scheduled EDR Contact:01/24/2022 Data Release Frequency:Quarterly Federal CERCLIS NFRAP site list SEMS-ARCHIVE: Superfund Enterprise Management System Archive TC6745457.2s Page GR-2 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING SEMS-ARCHIVE(Superfund Enterprise Management System Archive)tracks sites that have no further interest under the Federal Superfund Program based on available information.The list was formerly known as the CERCLIS-NFRAP, renamed to SEMS ARCHIVE by the EPA in 2015. EPA may perform a minimal level of assessment work at a site while it is archived if site conditions change and/or new information becomes available.Archived sites have been removed and archived from the inventory of SEMS sites.Archived status indicates that,to the best of EPA's knowledge, assessment at a site has been completed and that EPA has determined no further steps will be taken to list the site on the National Priorities List(NPL), unless information indicates this decision was not appropriate or other considerations require a recommendation for listing at a later time.The decision does not necessarily mean that there is no hazard associated with a given site;it only means that.based upon available information,the location is not judged to be potential NPL site. Date of Government Version:07/29/2021 Source: EPA Date Data Arrived at EDR:08/04/2021 Telephone: 800-424-9346 Date Made Active in Reports:08/31/2021 Last EDR Contact: 11/05/2021 Number of Days to Update:27 Next Scheduled EDR Contact:01/24/2022 Data Release Frequency:Quarterly Federal RCRA CORRACTS facilities list CORRACTS: Corrective Action Report CORRACTS identifies hazardous waste handlers with RCRA corrective action activity. Date of Government Version:09/13/2021 Source: EPA Date Data Arrived at EDR:09/15/2021 Telephone: 800-424-9346 Date Made Active in Reports: 10/12/2021 Last EDR Contact:09/15/2021 Number of Days to Update:27 Next Scheduled EDR Contact:01/03/2022 Data Release Frequency:Quarterly Federal RCRA non-CORRACTS TSD facilities list RCRA-TSDF: RCRA-Treatment,Storage and Disposal RCRAlnfo is EPA's comprehensive information system,providing access to data supporting the Resource Conservation and Recovery Act(RCRA)of 1976 and the Hazardous and Solid Waste Amendments(HSWA)of 1984.The database includes selective information on sites which generate,transport,store,treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act(RCRA).Transporters are individuals or entities that move hazardous waste from the generator offsite to a facility that can recycle,treat,store,or dispose of the waste.TSDFs treat,store,or dispose of the waste. Date of Government Version:09/13/2021 Source: Environmental Protection Agency Date Data Arrived at EDR:09/15/2021 Telephone: 214-665-6444 Date Made Active in Reports: 10/12/2021 Last EDR Contact:09/15/2021 Number of Days to Update:27 Next Scheduled EDR Contact:01/03/2022 Data Release Frequency:Quarterly Federal RCRA generators list RCRA-LQG: RCRA-Large Quantity Generators RCRAInfo is EPA's comprehensive information system,providing access to data supporting the Resource Conservation and Recovery Act(RCRA)of 1976 and the Hazardous and Solid Waste Amendments(HSWA)of 1984.The database includes selective information on sites which generate,transport,store,treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act(RCRA).Large quantity generators(LQGs)generate over 1,000 kilograms(kg)of hazardous waste,or over 1 kg of acutely hazardous waste per month. Date of Government Version:09/13/2021 Source: Environmental Protection Agency Date Data Arrived at EDR:09/15/2021 Telephone: 214-665-6444 Date Made Active in Reports: 10/12/2021 Last EDR Contact:09/15/2021 Number of Days to Update:27 Next Scheduled EDR Contact:01/03/2022 Data Release Frequency:Quarterly TC6745457.2s Page GR-3 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING RCRA-SQG: RCRA-Small Quantity Generators RCRAInfo is EPA's comprehensive information system,providing access to data supporting the Resource Conservation and Recovery Act(RCRA)of 1976 and the Hazardous and Solid Waste Amendments(HSWA)of 1984.The database includes selective information on sites which generate,transport,store,treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act(RCRA).Small quantity generators(SQGs)generate between 100 kg and 1,000 kg of hazardous waste per month. Date of Government Version:09/13/2021 Source: Environmental Protection Agency Date Data Arrived at EDR:09/15/2021 Telephone: 214-665-6444 Date Made Active in Reports: 10/12/2021 Last EDR Contact:09/15/2021 Number of Days to Update:27 Next Scheduled EDR Contact:01/03/2022 Data Release Frequency:Quarterly RCRA-VSQG: RCRA-Very Small Quantity Generators(Formerly Conditionally Exempt Small Quantity Generators) RCRAInfo is EPA's comprehensive information system,providing access to data supporting the Resource Conservation and Recovery Act(RCRA)of 1976 and the Hazardous and Solid Waste Amendments(HSWA)of 1984.The database includes selective information on sites which generate,transport,store,treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act(RCRA).Very small quantity generators(VSQGs)generate less than 100 kg of hazardous waste, or less than 1 kg of acutely hazardous waste per month. Date of Government Version:09/13/2021 Source: Environmental Protection Agency Date Data Arrived at EDR:09/15/2021 Telephone: 214-665-6444 Date Made Active in Reports: 10/12/2021 Last EDR Contact:09/15/2021 Number of Days to Update:27 Next Scheduled EDR Contact:01/03/2022 Data Release Frequency:Quarterly Federal institutional controls/engineering controls registries LUCIS: Land Use Control Information System LUCIS contains records of land use control information pertaining to the former Navy Base Realignment and Closure properties. Date of Government Version:07/12/2021 Source: Department of the Navy Date Data Arrived at EDR:08/06/2021 Telephone: 843-820-7326 Date Made Active in Reports: 10/22/2021 Last EDR Contact: 11/08/2021 Number of Days to Update:77 Next Scheduled EDR Contact:02/21/2022 Data Release Frequency:Varies US ENG CONTROLS: Engineering Controls Sites List A listing of sites with engineering controls in place. Engineering controls include various forms of caps,building foundations, liners,and treatment methods to create pathway elimination for regulated substances to enter environmental media or effect human health. Date of Government Version:05/17/2021 Source: Environmental Protection Agency Date Data Arrived at EDR:05/21/2021 Telephone: 703-603-0695 Date Made Active in Reports:08/11/2021 Last EDR Contact:08/23/2021 Number of Days to Update:82 Next Scheduled EDR Contact: 12/06/2021 Data Release Frequency:Varies US INST CONTROLS: Institutional Controls Sites List A listing of sites with institutional controls in place.Institutional controls include administrative measures, such as groundwater use restrictions,construction restrictions,property use restrictions,and post remediation care requirements intended to prevent exposure to contaminants remaining on site.Deed restrictions are generally required as part of the institutional controls. Date of Government Version:05/17/2021 Source: Environmental Protection Agency Date Data Arrived at EDR:05/21/2021 Telephone: 703-603-0695 Date Made Active in Reports:08/11/2021 Last EDR Contact:08/23/2021 Number of Days to Update:82 Next Scheduled EDR Contact: 12/06/2021 Data Release Frequency:Varies TC6745457.2s Page GR-4 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Federal ERNS list ERNS: Emergency Response Notification System Emergency Response Notification System. ERNS records and stores information on reported releases of oil and hazardous substances. Date of Government Version:06/14/2021 Source: National Response Center, United States Coast Guard Date Data Arrived at EDR:06/17/2021 Telephone: 202-267-2180 Date Made Active in Reports:08/17/2021 Last EDR Contact:09/21/2021 Number of Days to Update:61 Next Scheduled EDR Contact:01/03/2022 Data Release Frequency:Quarterly State-and tribal-equivalent NPL SHWS: State Superfund Registry State Hazardous Waste Sites.State hazardous waste site records are the states'equivalent to CERCLIS.These sites may or may not already be listed on the federal CERCLIS list. Priority sites planned for cleanup using state funds (state equivalent of Superfund)are identified along with sites where cleanup will be paid for by potentially responsible parties.Available information varies by state. Date of Government Version:03/31/2021 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR:06/22/2021 Telephone: 512-239-5680 Date Made Active in Reports:09/16/2021 Last EDR Contact:09/15/2021 Number of Days to Update:86 Next Scheduled EDR Contact:01/03/2022 Data Release Frequency:Semi-Annually State and tribal landfill and/or solid waste disposal site lists SWF/LF: Permitted Solid Waste Facilities Solid Waste Facilities/Landfill Sites.SWF/LF type records typically contain an inventory of solid waste disposal facilities or landfills in a particular state. Depending on the state,these may be active or inactive facilities or open dumps that failed to meet RCRA Subtitle D Section 4004 criteria for solid waste landfills or disposal sites. Date of Government Version:07/16/2021 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR:07/21/2021 Telephone: 512-239-6706 Date Made Active in Reports: 10/12/2021 Last EDR Contact: 10/18/2021 Number of Days to Update:83 Next Scheduled EDR Contact:01/31/2022 Data Release Frequency:Quarterly CLI: Closed Landfill Inventory Closed and abandoned landfills(permitted as well as unauthorized)across the state of Texas. For current information regarding any of the sites included in this database,contact the appropriate Council of Governments agency. Date of Government Version:08/30/1999 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR:09/28/2000 Telephone: N/A Date Made Active in Reports: 10/30/2000 Last EDR Contact:09/27/2021 Number of Days to Update:32 Next Scheduled EDR Contact:01/10/2022 Data Release Frequency:Varies H-GAC CLI: Houston-Galveston Closed Landfill Inventory Closed Landfill Inventory for the Houston-Galveston Area Council Region.In 1993,the Texas Legislature passed House Bill(HB)2537,which required Councils of Governments(COGs)to develop an inventory of closed municipal solid waste landfills for their regional solid waste management plans. Date of Government Version:03/30/2021 Source: Houston-Galveston Area Council Date Data Arrived at EDR:03/31/2021 Telephone: 832-681-2518 Date Made Active in Reports:06/23/2021 Last EDR Contact:09/29/2021 Number of Days to Update:84 Next Scheduled EDR Contact:01/10/2022 Data Release Frequency:Varies TC6745457.2s Page GR-5 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING DEBRIS: DEBRIS A listing of temporary debris management sites and MSW landfills for debris resulting from Hurricane Harvey. Date of Government Version:03/27/2018 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR:04/04/2018 Telephone: 512-239-6840 Date Made Active in Reports:06/08/2018 Last EDR Contact:09/01/2021 Number of Days to Update:65 Next Scheduled EDR Contact: 12/20/2021 Data Release Frequency:Varies WASTE MGMT: Commercial Hazardous&Solid Waste Management Facilities This list contains commercial recycling facilities and facilities permitted or authorized(interim status)by the Texas Natural Resource Conservation Commission. Date of Government Version: 10/16/2019 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR:01/10/2020 Telephone: 512-239-2920 Date Made Active in Reports:03/18/2020 Last EDR Contact: 10/01/2021 Number of Days to Update:68 Next Scheduled EDR Contact:01/10/2022 Data Release Frequency:Varies State and tribal leaking storage tank lists INDIAN LUST R4: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Florida, Mississippi and North Carolina. Date of Government Version:05/28/2021 Source: EPA Region 4 Date Data Arrived at EDR:06/22/2021 Telephone: 404-562-8677 Date Made Active in Reports:09/20/2021 Last EDR Contact: 10/22/2021 Number of Days to Update:90 Next Scheduled EDR Contact:01/31/2022 Data Release Frequency:Varies INDIAN LUST R6: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in New Mexico and Oklahoma. Date of Government Version:05/17/2021 Source: EPA Region 6 Date Data Arrived at EDR:06/11/2021 Telephone: 214-665-6597 Date Made Active in Reports:09/07/2021 Last EDR Contact: 10/22/2021 Number of Days to Update:88 Next Scheduled EDR Contact:01/31/2022 Data Release Frequency:Varies INDIAN LUST R10: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Alaska, Idaho, Oregon and Washington. Date of Government Version:04/27/2021 Source: EPA Region 10 Date Data Arrived at EDR:06/11/2021 Telephone: 206-553-2857 Date Made Active in Reports:09/07/2021 Last EDR Contact: 10/22/2021 Number of Days to Update:88 Next Scheduled EDR Contact:01/31/2022 Data Release Frequency:Varies INDIAN LUST R9: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Arizona,California, New Mexico and Nevada Date of Government Version:05/27/2021 Source: Environmental Protection Agency Date Data Arrived at EDR:06/11/2021 Telephone: 415-972-3372 Date Made Active in Reports:09/07/2021 Last EDR Contact: 10/22/2021 Number of Days to Update:88 Next Scheduled EDR Contact:01/31/2022 Data Release Frequency:Varies INDIAN LUST R8: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Colorado, Montana,North Dakota,South Dakota, Utah and Wyoming. TC6745457.2s Page GR-6 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version:05/27/2021 Source: EPA Region 8 Date Data Arrived at EDR:06/11/2021 Telephone: 303-312-6271 Date Made Active in Reports:09/07/2021 Last EDR Contact: 10/22/2021 Number of Days to Update:88 Next Scheduled EDR Contact:01/31/2022 Data Release Frequency:Varies INDIAN LUST R7: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Iowa,Kansas,and Nebraska Date of Government Version:06/01/2021 Source: EPA Region 7 Date Data Arrived at EDR:06/11/2021 Telephone: 913-551-7003 Date Made Active in Reports:09/07/2021 Last EDR Contact: 10/22/2021 Number of Days to Update:88 Next Scheduled EDR Contact:01/31/2022 Data Release Frequency:Varies INDIAN LUST R1: Leaking Underground Storage Tanks on Indian Land A listing of leaking underground storage tank locations on Indian Land. Date of Government Version:04/28/2021 Source: EPA Region 1 Date Data Arrived at EDR:06/11/2021 Telephone: 617-918-1313 Date Made Active in Reports:09/07/2021 Last EDR Contact: 10/22/2021 Number of Days to Update:88 Next Scheduled EDR Contact:01/31/2022 Data Release Frequency:Varies INDIAN LUST R5: Leaking Underground Storage Tanks on Indian Land Leaking underground storage tanks located on Indian Land in Michigan, Minnesota and Wisconsin. Date of Government Version:04/06/2021 Source: EPA,Region 5 Date Data Arrived at EDR:06/11/2021 Telephone: 312-886-7439 Date Made Active in Reports:09/07/2021 Last EDR Contact: 10/22/2021 Number of Days to Update:88 Next Scheduled EDR Contact:01/31/2022 Data Release Frequency:Varies LPST: Leaking Petroleum Storage Tank Database An inventory of reported leaking petroleum storage tank incidents.Not all states maintain these records,and the information stored varies by state. Date of Government Version:06/25/2021 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR:06/30/2021 Telephone: 512-239-2200 Date Made Active in Reports:09/23/2021 Last EDR Contact:09/15/2021 Number of Days to Update:85 Next Scheduled EDR Contact:01/03/2022 Data Release Frequency:Quarterly State and tribal registered storage tank lists FEMA UST: Underground Storage Tank Listing A listing of all FEMA owned underground storage tanks. Date of Government Version:01/29/2021 Source: FEMA Date Data Arrived at EDR:02/17/2021 Telephone: 202-646-5797 Date Made Active in Reports:03/22/2021 Last EDR Contact: 11/01/2021 Number of Days to Update:33 Next Scheduled EDR Contact:01/17/2022 Data Release Frequency:Varies UST: Petroleum Storage Tank Database Registered Underground Storage Tanks. UST's are regulated under Subtitle I of the Resource Conservation and Recovery Act(RCRA)and must be registered with the state department responsible for administering the UST program.Available information varies by state program. TC6745457.2s Page GR-7 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version:06/07/2021 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR:06/22/2021 Telephone: 512-239-2160 Date Made Active in Reports:08/03/2021 Last EDR Contact:09/22/2021 Number of Days to Update:42 Next Scheduled EDR Contact:01/03/2022 Data Release Frequency:Quarterly AST: Petroleum Storage Tank Database Registered Aboveground Storage Tanks. Date of Government Version:06/07/2021 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR:06/22/2021 Telephone: 512-239-2160 Date Made Active in Reports:08/03/2021 Last EDR Contact:09/22/2021 Number of Days to Update:42 Next Scheduled EDR Contact:01/03/2022 Data Release Frequency:Quarterly INDIAN UST R7: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank(UST)database provides information about underground storage tanks on Indian land in EPA Region 7(Iowa,Kansas, Missouri, Nebraska,and 9 Tribal Nations). Date of Government Version:06/01/2021 Source: EPA Region 7 Date Data Arrived at EDR:06/11/2021 Telephone: 913-551-7003 Date Made Active in Reports:09/07/2021 Last EDR Contact: 10/22/2021 Number of Days to Update:88 Next Scheduled EDR Contact:01/31/2022 Data Release Frequency:Varies INDIAN UST R5: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank(UST)database provides information about underground storage tanks on Indian land in EPA Region 5(Michigan,Minnesota and Wisconsin and Tribal Nations). Date of Government Version:04/06/2021 Source: EPA Region 5 Date Data Arrived at EDR:06/11/2021 Telephone: 312-886-6136 Date Made Active in Reports:09/07/2021 Last EDR Contact: 10/22/2021 Number of Days to Update:88 Next Scheduled EDR Contact:01/31/2022 Data Release Frequency:Varies INDIAN UST R10: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank(UST)database provides information about underground storage tanks on Indian land in EPA Region 10(Alaska, Idaho, Oregon,Washington,and Tribal Nations). Date of Government Version:04/27/2021 Source: EPA Region 10 Date Data Arrived at EDR:06/11/2021 Telephone: 206-553-2857 Date Made Active in Reports:09/07/2021 Last EDR Contact: 10/22/2021 Number of Days to Update:88 Next Scheduled EDR Contact:01/31/2022 Data Release Frequency:Varies INDIAN UST R8: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank(UST)database provides information about underground storage tanks on Indian land in EPA Region 8(Colorado,Montana, North Dakota,South Dakota, Utah,Wyoming and 27 Tribal Nations). Date of Government Version:05/27/2021 Source: EPA Region 8 Date Data Arrived at EDR:06/11/2021 Telephone: 303-312-6137 Date Made Active in Reports:09/07/2021 Last EDR Contact: 10/22/2021 Number of Days to Update:88 Next Scheduled EDR Contact:01/31/2022 Data Release Frequency:Varies INDIAN UST R9: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank(UST)database provides information about underground storage tanks on Indian land in EPA Region 9(Arizona,California, Hawaii, Nevada,the Pacific Islands,and Tribal Nations). TC6745457.2s Page GR-8 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version:05/27/2021 Source: EPA Region 9 Date Data Arrived at EDR:06/11/2021 Telephone: 415-972-3368 Date Made Active in Reports:09/07/2021 Last EDR Contact: 10/22/2021 Number of Days to Update:88 Next Scheduled EDR Contact:01/31/2022 Data Release Frequency:Varies INDIAN UST R4: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank(UST)database provides information about underground storage tanks on Indian land in EPA Region 4(Alabama, Florida,Georgia, Kentucky, Mississippi,North Carolina,South Carolina,Tennessee and Tribal Nations) Date of Government Version:05/28/2021 Source: EPA Region 4 Date Data Arrived at EDR:06/22/2021 Telephone: 404-562-9424 Date Made Active in Reports:09/20/2021 Last EDR Contact: 10/22/2021 Number of Days to Update:90 Next Scheduled EDR Contact:01/31/2022 Data Release Frequency:Varies INDIAN UST R6: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank(UST)database provides information about underground storage tanks on Indian land in EPA Region 6(Louisiana,Arkansas,Oklahoma, New Mexico,Texas and 65 Tribes). Date of Government Version:05/17/2021 Source: EPA Region 6 Date Data Arrived at EDR:06/11/2021 Telephone: 214-665-7591 Date Made Active in Reports:09/07/2021 Last EDR Contact: 10/22/2021 Number of Days to Update:88 Next Scheduled EDR Contact:01/31/2022 Data Release Frequency:Varies INDIAN UST R1: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank(UST)database provides information about underground storage tanks on Indian land in EPA Region 1 (Connecticut, Maine,Massachusetts, New Hampshire, Rhode Island,Vermont and ten Tribal Nations). Date of Government Version:04/28/2021 Source: EPA,Region 1 Date Data Arrived at EDR:06/11/2021 Telephone: 617-918-1313 Date Made Active in Reports:09/07/2021 Last EDR Contact: 10/22/2021 Number of Days to Update:88 Next Scheduled EDR Contact:01/31/2022 Data Release Frequency:Varies State and tribal institutional control/engineering control registries AUL: Sites with Controls Activity and use limitations include both engineering controls and institutional controls. Date of Government Version:06/24/2021 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR:07/14/2021 Telephone: 512-239-5891 Date Made Active in Reports:08/16/2021 Last EDR Contact:09/27/2021 Number of Days to Update:33 Next Scheduled EDR Contact:01/10/2022 Data Release Frequency:Varies State and tribal voluntary cleanup sites VCP TCEQ: Voluntary Cleanup Program Database The Texas Voluntary Cleanup Program was established to provide administrative,technical,and legal incentives to encourage the cleanup of contaminated sites in Texas. Date of Government Version:03/31/2021 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR:04/13/2021 Telephone: 512-239-5891 Date Made Active in Reports:07/01/2021 Last EDR Contact:09/29/2021 Number of Days to Update:79 Next Scheduled EDR Contact:01/10/2022 Data Release Frequency:Quarterly TC6745457.2s Page GR-9 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING INDIAN VCP R7: Voluntary Cleanup Priority Lisitng A listing of voluntary cleanup priority sites located on Indian Land located in Region 7. Date of Government Version:03/20/2008 Source: EPA,Region 7 Date Data Arrived at EDR:04/22/2008 Telephone: 913-551-7365 Date Made Active in Reports:05/19/2008 Last EDR Contact:07/08/2021 Number of Days to Update:27 Next Scheduled EDR Contact:07/20/2009 Data Release Frequency:Varies INDIAN VCP R1: Voluntary Cleanup Priority Listing A listing of voluntary cleanup priority sites located on Indian Land located in Region 1. Date of Government Version:07/27/2015 Source: EPA,Region 1 Date Data Arrived at EDR:09/29/2015 Telephone: 617-918-1102 Date Made Active in Reports:02/18/2016 Last EDR Contact:09/15/2021 Number of Days to Update: 142 Next Scheduled EDR Contact:01/03/2022 Data Release Frequency:Varies VCP RRC: Voluntary Cleanup Program Sites The Voluntary Cleanup Program(RRC-VCP)provides an incentive to remediate Oil&Gas related pollution by participants as long as they did not cause or contribute to the contamination.Applicants to the program receive a release of liability to the state in exchange for a successful cleanup. Date of Government Version:04/30/2021 Source: Railroad Commission of Texas Date Data Arrived at EDR:06/28/2021 Telephone: 512-463-6969 Date Made Active in Reports:09/22/2021 Last EDR Contact:09/29/2021 Number of Days to Update:86 Next Scheduled EDR Contact:01/10/2022 Data Release Frequency:Varies State and tribal Brownfields sites BROWNFIELDS: Brownfields Site Assessments Brownfield site assessments that are being cleaned under EPA grant monies. Date of Government Version:03/01/2021 Source: TCEQ Date Data Arrived at EDR:03/31/2021 Telephone: 512-239-5872 Date Made Active in Reports:06/22/2021 Last EDR Contact:09/28/2021 Number of Days to Update:83 Next Scheduled EDR Contact:01/10/2022 Data Release Frequency:Semi-Annually ADDITIONAL ENVIRONMENTAL RECORDS Local Brownfield lists US BROWNFIELDS: A Listing of Brownfields Sites Brownfields are real property,the expansion, redevelopment,or reuse of which may be complicated by the presence or potential presence of a hazardous substance, pollutant,or contaminant.Cleaning up and reinvesting in these properties takes development pressures off of undeveloped,open land,and both improves and protects the environment. Assessment,Cleanup and Redevelopment Exchange System(ACRES)stores information reported by EPA Brownfields grant recipients on brownfields properties assessed or cleaned up with grant funding as well as information on Targeted Brownfields Assessments performed by EPA Regions.A listing of ACRES Brownfield sites is obtained from Cleanups in My Community.Cleanups in My Community provides information on Brownfields properties for which information is reported back to EPA,as well as areas served by Brownfields grant programs. Date of Government Version:06/10/2021 Source: Environmental Protection Agency Date Data Arrived at EDR:06/10/2021 Telephone: 202-566-2777 Date Made Active in Reports:08/17/2021 Last EDR Contact:09/14/2021 Number of Days to Update:68 Next Scheduled EDR Contact: 12/27/2021 Data Release Frequency:Semi-Annually Local Lists of Landfill/Solid Waste Disposal Sites TC6745457.2s Page GR-10 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING NCTCOG LI: North Central Landfill Inventory North Central Texas Council of Governments landfill database. Date of Government Version:06/28/2021 Source: North Central Texas Council of Governments Date Data Arrived at EDR:06/28/2021 Telephone: 817-695-9223 Date Made Active in Reports:09/22/2021 Last EDR Contact:09/29/2021 Number of Days to Update:86 Next Scheduled EDR Contact:01/10/2022 Data Release Frequency:Varies CAPCOG LI: Capitol Area Landfill Inventory Permitted and unpermitted landfills for the CAPCOG region.Serving Bastrop, Blanco,Burnet,Caldwell, Fayette, Hays, Lee, Llano,Travis,and Williamson Counties. Date of Government Version:01/06/2017 Source: Capital Area Council of Governments Date Data Arrived at EDR:01/10/2017 Telephone: 512-916-6000 Date Made Active in Reports:03/15/2017 Last EDR Contact:09/27/2021 Number of Days to Update:64 Next Scheduled EDR Contact:01/10/2022 Data Release Frequency:Varies SWRCY: Recycling Facility Listing A listing of recycling facilities in the state. Date of Government Version:05/14/2021 Source: TCEQ Date Data Arrived at EDR:05/14/2021 Telephone: 512-239-6700 Date Made Active in Reports:07/30/2021 Last EDR Contact: 11/08/2021 Number of Days to Update:77 Next Scheduled EDR Contact:02/21/2022 Data Release Frequency:Varies INDIAN ODI: Report on the Status of Open Dumps on Indian Lands Location of open dumps on Indian land. Date of Government Version: 12/31/1998 Source: Environmental Protection Agency Date Data Arrived at EDR: 12/03/2007 Telephone: 703-308-8245 Date Made Active in Reports:01/24/2008 Last EDR Contact: 10/22/2021 Number of Days to Update:52 Next Scheduled EDR Contact:02/07/2022 Data Release Frequency:Varies ODI: Open Dump Inventory An open dump is defined as a disposal facility that does not comply with one or more of the Part 257 or Part 258 Subtitle D Criteria. Date of Government Version:06/30/1985 Source: Environmental Protection Agency Date Data Arrived at EDR:08/09/2004 Telephone: 800-424-9346 Date Made Active in Reports:09/17/2004 Last EDR Contact:06/09/2004 Number of Days to Update:39 Next Scheduled EDR Contact:N/A Data Release Frequency: No Update Planned DEBRIS REGION 9: Torres Martinez Reservation Illegal Dump Site Locations A listing of illegal dump sites location on the Torres Martinez Indian Reservation located in eastern Riverside County and northern Imperial County, California. Date of Government Version:01/12/2009 Source: EPA,Region 9 Date Data Arrived at EDR:05/07/2009 Telephone: 415-947-4219 Date Made Active in Reports:09/21/2009 Last EDR Contact: 10/14/2021 Number of Days to Update: 137 Next Scheduled EDR Contact:01/31/2022 Data Release Frequency: No Update Planned IHS OPEN DUMPS: Open Dumps on Indian Land A listing of all open dumps located on Indian Land in the United States. TC6745457.2s Page GR-11 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version:04/01/2014 Source: Department of Health&Human Serivices,Indian Health Service Date Data Arrived at EDR:08/06/2014 Telephone: 301-443-1452 Date Made Active in Reports:01/29/2015 Last EDR Contact: 10/28/2021 Number of Days to Update: 176 Next Scheduled EDR Contact:02/07/2022 Data Release Frequency:Varies Local Lists of Hazardous waste/Contaminated Sites US HIST CDL: National Clandestine Laboratory Register A listing of clandestine drug lab locations that have been removed from the DEAs National Clandestine Laboratory Register. Date of Government Version:05/18/2021 Source: Drug Enforcement Administration Date Data Arrived at EDR:05/18/2021 Telephone: 202-307-1000 Date Made Active in Reports:08/03/2021 Last EDR Contact:08/17/2021 Number of Days to Update:77 Next Scheduled EDR Contact: 12/06/2021 Data Release Frequency: No Update Planned CDL: Clandestine Drug Site Locations Listing A listing of former clandestine drug site locations Date of Government Version:08/07/2017 Source: Department of Public Safety Date Data Arrived at EDR:08/15/2017 Telephone: 512-424-2144 Date Made Active in Reports:05/11/2018 Last EDR Contact: 10/25/2021 Number of Days to Update:269 Next Scheduled EDR Contact:02/07/2022 Data Release Frequency:Varies PRIORITY CLEANERS: Dry Cleaner Remediation Program Prioritization List A listing of dry cleaner related contaminated sites. Date of Government Version:03/01/2021 Source: Texas Commisision on Environmenatl Quality Date Data Arrived at EDR:06/01/2021 Telephone: 512-239-5658 Date Made Active in Reports:08/23/2021 Last EDR Contact:09/03/2021 Number of Days to Update:83 Next Scheduled EDR Contact: 12/13/2021 Data Release Frequency:Varies DEL SHWS: Deleted Superfund Registry Sites Sites have been deleted from the state Superfund registry in accordance with the Act,361.189 Date of Government Version:03/31/2021 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR:06/22/2021 Telephone: 512-239-0666 Date Made Active in Reports:09/16/2021 Last EDR Contact:09/15/2021 Number of Days to Update:86 Next Scheduled EDR Contact:01/03/2022 Data Release Frequency:Quarterly US CDL: Clandestine Drug Labs A listing of clandestine drug lab locations.The U.S. Department of Justice("the Department')provides this web site as a public service. It contains addresses of some locations where law enforcement agencies reported they found chemicals or other items that indicated the presence of either clandestine drug laboratories or dumpsites. In most cases,the source of the entries is not the Department,and the Department has not verified the entry and does not guarantee its accuracy.Members of the public must verify the accuracy of all entries by,for example, contacting local law enforcement and local health departments. Date of Government Version:05/18/2021 Source: Drug Enforcement Administration Date Data Arrived at EDR:05/18/2021 Telephone: 202-307-1000 Date Made Active in Reports:08/03/2021 Last EDR Contact:08/17/2021 Number of Days to Update:77 Next Scheduled EDR Contact: 12/06/2021 Data Release Frequency:Quarterly TC6745457.2s Page GR-12 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING CENTRAL REGISTRY: The Central Registry The Central Registry,a common record area of the TCEQ, maintains information about TCEQ customers and regulated activities,such as company names,addresses,and telephone numbers.This information is commonly referred to as"core data".The Central Registry provides the regulated community with a central access point within the agency to check core data and make changes when necessary. Date of Government Version:02/26/2021 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR:03/01/2021 Telephone: 512-239-5175 Date Made Active in Reports:03/11/2021 Last EDR Contact:09/27/2021 Number of Days to Update: 10 Next Scheduled EDR Contact:01/10/2022 Data Release Frequency:Varies PFAS: PFAS Contamination Site Location Listing PFOS and PFOA stand for perfluorooctane sulfonate and perfluorooctanoic acid, respectively. Both are fluorinated organic chemicals,part of a larger family of compounds referred to as perfluoroalkyl substances(PFASs). Date of Government Version:05/28/2021 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR:06/10/2021 Telephone: 512-239-2341 Date Made Active in Reports:09/03/2021 Last EDR Contact:08/25/2021 Number of Days to Update:85 Next Scheduled EDR Contact: 12/13/2021 Data Release Frequency:Varies Local Lists of Registered Storage Tanks NON REGIST PST: Petroleum Storage Tank Non Registered A listing of non-registered petroleum storage tank site locations. Date of Government Version:05/06/2021 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR:05/07/2021 Telephone: 512-239-2081 Date Made Active in Reports:06/08/2021 Last EDR Contact: 11/01/2021 Number of Days to Update:32 Next Scheduled EDR Contact:02/14/2022 Data Release Frequency:Quarterly Local Land Records HIST LIENS: Environmental Liens Listing This listing contains information fields that are no longer tracked in the LIENS database. Date of Government Version:03/23/2007 Source: Texas Commission on Environmental Qualilty Date Data Arrived at EDR:03/23/2007 Telephone: 512-239-2209 Date Made Active in Reports:05/02/2007 Last EDR Contact: 12/17/2007 Number of Days to Update:40 Next Scheduled EDR Contact:03/17/2008 Data Release Frequency: No Update Planned LIENS: Environmental Liens Listing The listing covers TCEQ liens placed against either State Superfund sites or Federal Superfund sites to recover cost incurred by TCEQ. Date of Government Version:06/25/2021 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR:07/13/2021 Telephone: 512-239-2209 Date Made Active in Reports: 10/01/2021 Last EDR Contact:09/27/2021 Number of Days to Update:80 Next Scheduled EDR Contact:01/10/2022 Data Release Frequency:Varies LIENS 2: CERCLA Lien Information A Federal CERCLA('Superfund')lien can exist by operation of law at any site or property at which EPA has spent Superfund monies.These monies are spent to investigate and address releases and threatened releases of contamination. CERCLIS provides information as to the identity of these sites and properties. TC6745457.2s Page GR-13 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version:07/29/2021 Source: Environmental Protection Agency Date Data Arrived at EDR:08/04/2021 Telephone: 202-564-6023 Date Made Active in Reports:08/31/2021 Last EDR Contact: 11/05/2021 Number of Days to Update:27 Next Scheduled EDR Contact:01/10/2022 Data Release Frequency:Semi-Annually Records of Emergency Release Reports HMIRS: Hazardous Materials Information Reporting System Hazardous Materials Incident Report System. HMIRS contains hazardous material spill incidents reported to DOT. Date of Government Version:09/12/2021 Source: U.S. Department of Transportation Date Data Arrived at EDR:09/13/2021 Telephone: 202-366-4555 Date Made Active in Reports:09/28/2021 Last EDR Contact:09/13/2021 Number of Days to Update: 15 Next Scheduled EDR Contact:01/03/2022 Data Release Frequency:Quarterly SPILLS: Spills Database Spills reported to the Emergency Response Division. Date of Government Version:07/27/2021 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR:07/29/2021 Telephone: 512-239-2507 Date Made Active in Reports:07/30/2021 Last EDR Contact: 10/07/2021 Number of Days to Update: 1 Next Scheduled EDR Contact:01/24/2022 Data Release Frequency:Quarterly SPILLS 90: SPILLS90 data from FirstSearch Spills 90 includes those spill and release records available exclusively from FirstSearch databases.Typically, they may include chemical,oil and/or hazardous substance spills recorded after 1990.Duplicate records that are already included in EDR incident and release records are not included in Spills 90. Date of Government Version: 10/23/2012 Source: FirstSearch Date Data Arrived at EDR:01/03/2013 Telephone: N/A Date Made Active in Reports:03/07/2013 Last EDR Contact:01/03/2013 Number of Days to Update:63 Next Scheduled EDR Contact:N/A Data Release Frequency: No Update Planned SPILLS 80: SPILLS80 data from FirstSearch Spills 80 includes those spill and release records available from FirstSearch databases prior to 1990.Typically, they may include chemical,oil and/or hazardous substance spills recorded before 1990. Duplicate records that are already included in EDR incident and release records are not included in Spills 80. Date of Government Version:05/15/2005 Source: FirstSearch Date Data Arrived at EDR:01/03/2013 Telephone: N/A Date Made Active in Reports:03/07/2013 Last EDR Contact:01/03/2013 Number of Days to Update:63 Next Scheduled EDR Contact:N/A Data Release Frequency: No Update Planned Other Ascertainable Records RCRA NonGen/NLR: RCRA-Non Generators/No Longer Regulated RCRAInfo is EPA's comprehensive information system,providing access to data supporting the Resource Conservation and Recovery Act(RCRA)of 1976 and the Hazardous and Solid Waste Amendments(HSWA)of 1984.The database includes selective information on sites which generate,transport,store,treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act(RCRA). Non-Generators do not presently generate hazardous waste. Date of Government Version:09/13/2021 Source: Environmental Protection Agency Date Data Arrived at EDR:09/15/2021 Telephone: 214-665-6444 Date Made Active in Reports: 10/12/2021 Last EDR Contact:09/15/2021 Number of Days to Update:27 Next Scheduled EDR Contact:01/03/2022 Data Release Frequency:Quarterly TC6745457.2s Page GR-14 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING FUDS: Formerly Used Defense Sites The listing includes locations of Formerly Used Defense Sites properties where the US Army Corps of Engineers is actively working or will take necessary cleanup actions. Date of Government Version:08/10/2021 Source: U.S.Army Corps of Engineers Date Data Arrived at EDR:08/17/2021 Telephone: 202-528-4285 Date Made Active in Reports: 10/22/2021 Last EDR Contact:08/17/2021 Number of Days to Update:66 Next Scheduled EDR Contact: 11/29/2021 Data Release Frequency:Varies DOD: Department of Defense Sites This data set consists of federally owned or administered lands,administered by the Department of Defense,that have any area equal to or greater than 640 acres of the United States, Puerto Rico,and the U.S.Virgin Islands. Date of Government Version: 12/31/2005 Source: USGS Date Data Arrived at EDR: 11/10/2006 Telephone: 888-275-8747 Date Made Active in Reports:01/11/2007 Last EDR Contact: 10/15/2021 Number of Days to Update:62 Next Scheduled EDR Contact:01/24/2022 Data Release Frequency:Semi-Annually FEDLAND: Federal and Indian Lands Federally and Indian administrated lands of the United States. Lands included are administrated by:Army Corps of Engineers, Bureau of Reclamation, National Wild and Scenic River, National Wildlife Refuge, Public Domain Land, Wilderness,Wilderness Study Area,Wildlife Management Area, Bureau of Indian Affairs,Bureau of Land Management, Department of Justice, Forest Service, Fish and Wildlife Service, National Park Service. Date of Government Version:04/02/2018 Source: U.S.Geological Survey Date Data Arrived at EDR:04/11/2018 Telephone: 888-275-8747 Date Made Active in Reports: 11/06/2019 Last EDR Contact: 10/05/2021 Number of Days to Update:574 Next Scheduled EDR Contact:01/17/2022 Data Release Frequency: N/A SCRD DRYCLEANERS: State Coalition for Remediation of Drycleaners Listing The State Coalition for Remediation of Drycleaners was established in 1998,with support from the U.S. EPA Office of Superfund Remediation and Technology Innovation. It is comprised of representatives of states with established drycleaner remediation programs.Currently the member states are Alabama,Connecticut, Florida,Illinois, Kansas, Minnesota, Missouri, North Carolina, Oregon,South Carolina,Tennessee,Texas,and Wisconsin. Date of Government Version:01/01/2017 Source: Environmental Protection Agency Date Data Arrived at EDR:02/03/2017 Telephone: 615-532-8599 Date Made Active in Reports:04/07/2017 Last EDR Contact: 11/08/2021 Number of Days to Update:63 Next Scheduled EDR Contact:02/21/2022 Data Release Frequency:Varies US FIN ASSUR: Financial Assurance Information All owners and operators of facilities that treat,store,or dispose of hazardous waste are required to provide proof that they will have sufficient funds to pay for the clean up,closure,and post-closure care of their facilities. Date of Government Version:09/13/2021 Source: Environmental Protection Agency Date Data Arrived at EDR:09/15/2021 Telephone: 202-566-1917 Date Made Active in Reports:09/28/2021 Last EDR Contact:09/15/2021 Number of Days to Update: 13 Next Scheduled EDR Contact:01/03/2022 Data Release Frequency:Quarterly EPA WATCH LIST: EPA WATCH LIST EPA maintains a"Watch List'to facilitate dialogue between EPA,state and local environmental agencies on enforcement matters relating to facilities with alleged violations identified as either significant or high priority. Being on the Watch List does not mean that the facility has actually violated the law only that an investigation by EPA or a state or local environmental agency has led those organizations to allege that an unproven violation has in fact occurred. Being on the Watch List does not represent a higher level of concern regarding the alleged violations that were detected,but instead indicates cases requiring additional dialogue between EPA,state and local agencies-primarily because of the length of time the alleged violation has gone unaddressed or unresolved. TC6745457.2s Page GR-15 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version:08/30/2013 Source: Environmental Protection Agency Date Data Arrived at EDR:03/21/2014 Telephone: 617-520-3000 Date Made Active in Reports:06/17/2014 Last EDR Contact: 11/01/2021 Number of Days to Update:88 Next Scheduled EDR Contact:02/14/2022 Data Release Frequency:Quarterly 2020 COR ACTION: 2020 Corrective Action Program List The EPA has set ambitious goals for the RCRA Corrective Action program by creating the 2020 Corrective Action Universe.This RCRA cleanup baseline includes facilities expected to need corrective action.The 2020 universe contains a wide variety of sites.Some properties are heavily contaminated while others were contaminated but have since been cleaned up.Still others have not been fully investigated yet,and may require little or no remediation. Inclusion in the 2020 Universe does not necessarily imply failure on the part of a facility to meet its RCRA obligations. Date of Government Version:09/30/2017 Source: Environmental Protection Agency Date Data Arrived at EDR:05/08/2018 Telephone: 703-308-4044 Date Made Active in Reports:07/20/2018 Last EDR Contact: 11/05/2021 Number of Days to Update:73 Next Scheduled EDR Contact:02/14/2022 Data Release Frequency:Varies TSCA: Toxic Substances Control Act Toxic Substances Control Act.TSCA identifies manufacturers and importers of chemical substances included on the TSCA Chemical Substance Inventory list.It includes data on the production volume of these substances by plant site. Date of Government Version: 12/31/2016 Source: EPA Date Data Arrived at EDR:06/17/2020 Telephone: 202-260-5521 Date Made Active in Reports:09/10/2020 Last EDR Contact:09/17/2021 Number of Days to Update:85 Next Scheduled EDR Contact: 12/27/2021 Data Release Frequency: Every 4 Years TRIS: Toxic Chemical Release Inventory System Toxic Release Inventory System.TRIS identifies facilities which release toxic chemicals to the air,water and land in reportable quantities under SARA Title III Section 313. Date of Government Version: 12/31/2018 Source: EPA Date Data Arrived at EDR:08/14/2020 Telephone: 202-566-0250 Date Made Active in Reports: 11/04/2020 Last EDR Contact:08/17/2021 Number of Days to Update:82 Next Scheduled EDR Contact: 11/29/2021 Data Release Frequency:Annually SSTS: Section 7 Tracking Systems Section 7 of the Federal Insecticide, Fungicide and Rodenticide Act,as amended(92 Stat.829)requires all registered pesticide-producing establishments to submit a report to the Environmental Protection Agency by March 1st each year.Each establishment must report the types and amounts of pesticides,active ingredients and devices being produced,and those having been produced and sold or distributed in the past year. Date of Government Version:07/19/2021 Source: EPA Date Data Arrived at EDR:07/19/2021 Telephone: 202-564-4203 Date Made Active in Reports: 10/12/2021 Last EDR Contact: 10/20/2021 Number of Days to Update:85 Next Scheduled EDR Contact:01/31/2022 Data Release Frequency:Annually ROD: Records Of Decision Record of Decision. ROD documents mandate a permanent remedy at an NPL(Superfund)site containing technical and health information to aid in the cleanup. Date of Government Version:07/29/2021 Source: EPA Date Data Arrived at EDR:08/04/2021 Telephone: 703-416-0223 Date Made Active in Reports:08/31/2021 Last EDR Contact: 11/05/2021 Number of Days to Update:27 Next Scheduled EDR Contact: 12/13/2021 Data Release Frequency:Annually TC6745457.2s Page GR-16 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING RMP: Risk Management Plans When Congress passed the Clean Air Act Amendments of 1990, it required EPA to publish regulations and guidance for chemical accident prevention at facilities using extremely hazardous substances.The Risk Management Program Rule(RMP Rule)was written to implement Section 112(r)of these amendments.The rule,which built upon existing industry codes and standards,requires companies of all sizes that use certain flammable and toxic substances to develop a Risk Management Program,which includes a(n):Hazard assessment that details the potential effects of an accidental release,an accident history of the last five years,and an evaluation of worst-case and alternative accidental releases; Prevention program that includes safety precautions and maintenance,monitoring,and employee training measures;and Emergency response program that spells out emergency health care,employee training measures and procedures for informing the public and response agencies(e.g the fire department)should an accident occur. Date of Government Version:05/07/2021 Source: Environmental Protection Agency Date Data Arrived at EDR:05/13/2021 Telephone: 202-564-8600 Date Made Active in Reports:08/03/2021 Last EDR Contact: 10/18/2021 Number of Days to Update:82 Next Scheduled EDR Contact:01/31/2022 Data Release Frequency:Varies RAATS: RCRA Administrative Action Tracking System RCRA Administration Action Tracking System. RAATS contains records based on enforcement actions issued under RCRA pertaining to major violators and includes administrative and civil actions brought by the EPA. For administration actions after September 30, 1995,data entry in the RAATS database was discontinued.EPA will retain a copy of the database for historical records.It was necessary to terminate RAATS because a decrease in agency resources made it impossible to continue to update the information contained in the database. Date of Government Version:04/17/1995 Source: EPA Date Data Arrived at EDR:07/03/1995 Telephone: 202-564-4104 Date Made Active in Reports:08/07/1995 Last EDR Contact:06/02/2008 Number of Days to Update:35 Next Scheduled EDR Contact:09/01/2008 Data Release Frequency: No Update Planned PRP: Potentially Responsible Parties A listing of verified Potentially Responsible Parties Date of Government Version: 12/30/2020 Source: EPA Date Data Arrived at EDR:01/14/2021 Telephone: 202-564-6023 Date Made Active in Reports:03/05/2021 Last EDR Contact: 11/05/2021 Number of Days to Update:50 Next Scheduled EDR Contact:02/14/2022 Data Release Frequency:Quarterly PADS: PCB Activity Database System PCB Activity Database.PADS Identifies generators,transporters,commercial storers and/or brokers and disposers of PCB's who are required to notify the EPA of such activities. Date of Government Version: 11/19/2020 Source: EPA Date Data Arrived at EDR:01/08/2021 Telephone: 202-566-0500 Date Made Active in Reports:03/22/2021 Last EDR Contact: 10/08/2021 Number of Days to Update:73 Next Scheduled EDR Contact:01/17/2022 Data Release Frequency:Annually ICIS: Integrated Compliance Information System The Integrated Compliance Information System(ICIS)supports the information needs of the national enforcement and compliance program as well as the unique needs of the National Pollutant Discharge Elimination System(NPDES) program. Date of Government Version: 11/18/2016 Source: Environmental Protection Agency Date Data Arrived at EDR: 11/23/2016 Telephone: 202-564-2501 Date Made Active in Reports:02/10/2017 Last EDR Contact:09/30/2021 Number of Days to Update:79 Next Scheduled EDR Contact:01/17/2022 Data Release Frequency:Quarterly TC6745457.2s Page GR-17 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING FTTS: FIFRA/TSCA Tracking System-FIFRA(Federal Insecticide, Fungicide,&Rodenticide Act)/TSCA(Toxic Substances Control Act) FTTS tracks administrative cases and pesticide enforcement actions and compliance activities related to FIFRA, TSCA and EPCRA(Emergency Planning and Community Right-to-Know Act).To maintain currency, EDR contacts the Agency on a quarterly basis. Date of Government Version:04/09/2009 Source: EPA/Office of Prevention,Pesticides and Toxic Substances Date Data Arrived at EDR:04/16/2009 Telephone: 202-566-1667 Date Made Active in Reports:05/11/2009 Last EDR Contact:08/18/2017 Number of Days to Update:25 Next Scheduled EDR Contact: 12/04/2017 Data Release Frequency: No Update Planned FTTS INSP: FIFRA/TSCA Tracking System-FIFRA(Federal Insecticide, Fungicide,&Rodenticide Act)/TSCA(Toxic Substances Control Act) A listing of FIFRA/TSCA Tracking System(FTTS)inspections and enforcements. Date of Government Version:04/09/2009 Source: EPA Date Data Arrived at EDR:04/16/2009 Telephone: 202-566-1667 Date Made Active in Reports:05/11/2009 Last EDR Contact:08/18/2017 Number of Days to Update:25 Next Scheduled EDR Contact: 12/04/2017 Data Release Frequency: No Update Planned MLTS: Material Licensing Tracking System MLTS is maintained by the Nuclear Regulatory Commission and contains a list of approximately 8,100 sites which possess or use radioactive materials and which are subject to NRC licensing requirements.To maintain currency, EDR contacts the Agency on a quarterly basis. Date of Government Version:03/08/2021 Source: Nuclear Regulatory Commission Date Data Arrived at EDR:03/11/2021 Telephone: 301-415-7169 Date Made Active in Reports:05/11/2021 Last EDR Contact: 10/18/2021 Number of Days to Update:61 Next Scheduled EDR Contact:01/31/2022 Data Release Frequency:Quarterly COAL ASH DOE: Steam-Electric Plant Operation Data A listing of power plants that store ash in surface ponds. Date of Government Version: 12/31/2019 Source: Department of Energy Date Data Arrived at EDR: 12/01/2020 Telephone: 202-586-8719 Date Made Active in Reports:02/09/2021 Last EDR Contact:09/03/2021 Number of Days to Update:70 Next Scheduled EDR Contact: 12/13/2021 Data Release Frequency:Varies COAL ASH EPA: Coal Combustion Residues Surface Impoundments List A listing of coal combustion residues surface impoundments with high hazard potential ratings. Date of Government Version:01/12/2017 Source: Environmental Protection Agency Date Data Arrived at EDR:03/05/2019 Telephone: N/A Date Made Active in Reports: 11/11/2019 Last EDR Contact:08/31/2021 Number of Days to Update:251 Next Scheduled EDR Contact: 12/13/2021 Data Release Frequency:Varies PCB TRANSFORMER: PCB Transformer Registration Database The database of PCB transformer registrations that includes all PCB registration submittals. Date of Government Version:09/13/2019 Source: Environmental Protection Agency Date Data Arrived at EDR: 11/06/2019 Telephone: 202-566-0517 Date Made Active in Reports:02/10/2020 Last EDR Contact: 11/05/2021 Number of Days to Update:96 Next Scheduled EDR Contact:02/14/2022 Data Release Frequency:Varies RADINFO: Radiation Information Database The Radiation Information Database(RADINFO)contains information about facilities that are regulated by U.S. Environmental Protection Agency(EPA)regulations for radiation and radioactivity. TC6745457.2s Page GR-18 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version:07/01/2019 Source: Environmental Protection Agency Date Data Arrived at EDR:07/01/2019 Telephone: 202-343-9775 Date Made Active in Reports:09/23/2019 Last EDR Contact:09/27/2021 Number of Days to Update:84 Next Scheduled EDR Contact:01/10/2022 Data Release Frequency:Quarterly HIST FTTS: FIFRA/TSCA Tracking System Administrative Case Listing A complete administrative case listing from the FIFRA/TSCA Tracking System(FTTS)for all ten EPA regions.The information was obtained from the National Compliance Database(NCDB). NCDB supports the implementation of FIFRA (Federal Insecticide, Fungicide,and Rodenticide Act)and TSCA(Toxic Substances Control Act).Some EPA regions are now closing out records.Because of that,and the fact that some EPA regions are not providing EPA Headquarters with updated records,it was decided to create a HIST FTTS database.It included records that may not be included in the newer FTTS database updates.This database is no longer updated. Date of Government Version: 10/19/2006 Source: Environmental Protection Agency Date Data Arrived at EDR:03/01/2007 Telephone: 202-564-2501 Date Made Active in Reports:04/10/2007 Last EDR Contact: 12/17/2007 Number of Days to Update:40 Next Scheduled EDR Contact:03/17/2008 Data Release Frequency: No Update Planned HIST FTTS INSP: FIFRA/TSCA Tracking System Inspection&Enforcement Case Listing A complete inspection and enforcement case listing from the FIFRA/TSCA Tracking System(FTTS)for all ten EPA regions.The information was obtained from the National Compliance Database(NCDB).NCDB supports the implementation of FIFRA(Federal Insecticide, Fungicide,and Rodenticide Act)and TSCA(Toxic Substances Control Act).Some EPA regions are now closing out records. Because of that,and the fact that some EPA regions are not providing EPA Headquarters with updated records,it was decided to create a HIST FTTS database.It included records that may not be included in the newer FTTS database updates.This database is no longer updated. Date of Government Version: 10/19/2006 Source: Environmental Protection Agency Date Data Arrived at EDR:03/01/2007 Telephone: 202-564-2501 Date Made Active in Reports:04/10/2007 Last EDR Contact: 12/17/2008 Number of Days to Update:40 Next Scheduled EDR Contact:03/17/2008 Data Release Frequency: No Update Planned DOT OPS: Incident and Accident Data Department of Transporation,Office of Pipeline Safety Incident and Accident data. Date of Government Version:01/02/2020 Source: Department of Transporation,Office of Pipeline Safety Date Data Arrived at EDR:01/28/2020 Telephone: 202-366-4595 Date Made Active in Reports:04/17/2020 Last EDR Contact: 10/26/2021 Number of Days to Update:80 Next Scheduled EDR Contact:02/07/2022 Data Release Frequency:Quarterly CONSENT: Superfund(CERCLA)Consent Decrees Major legal settlements that establish responsibility and standards for cleanup at NPL(Superfund)sites. Released periodically by United States District Courts after settlement by parties to litigation matters. Date of Government Version:06/30/2021 Source: Department of Justice,Consent Decree Library Date Data Arrived at EDR:07/14/2021 Telephone: Varies Date Made Active in Reports:07/16/2021 Last EDR Contact:09/30/2021 Number of Days to Update:2 Next Scheduled EDR Contact:01/17/2022 Data Release Frequency:Varies BRS: Biennial Reporting System The Biennial Reporting System is a national system administered by the EPA that collects data on the generation and management of hazardous waste. BRS captures detailed data from two groups: Large Quantity Generators(LQG) and Treatment,Storage,and Disposal Facilities. Date of Government Version: 12/31/2017 Source: EPA/NTIS Date Data Arrived at EDR:06/22/2020 Telephone: 800-424-9346 Date Made Active in Reports: 11/20/2020 Last EDR Contact:09/15/2021 Number of Days to Update: 151 Next Scheduled EDR Contact:01/03/2022 Data Release Frequency: Biennially TC6745457.2s Page GR-19 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING INDIAN RESERV: Indian Reservations This map layer portrays Indian administered lands of the United States that have any area equal to or greater than 640 acres. Date of Government Version: 12/31/2014 Source: USGS Date Data Arrived at EDR:07/14/2015 Telephone: 202-208-3710 Date Made Active in Reports:01/10/2017 Last EDR Contact: 10/05/2021 Number of Days to Update:546 Next Scheduled EDR Contact:01/17/2022 Data Release Frequency:Semi-Annually FUSRAP: Formerly Utilized Sites Remedial Action Program DOE established the Formerly Utilized Sites Remedial Action Program(FUSRAP)in 1974 to remediate sites where radioactive contamination remained from Manhattan Project and early U.S.Atomic Energy Commission(AEC)operations. Date of Government Version:07/26/2021 Source: Department of Energy Date Data Arrived at EDR:07/27/2021 Telephone: 202-586-3559 Date Made Active in Reports: 10/22/2021 Last EDR Contact: 11/01/2021 Number of Days to Update:87 Next Scheduled EDR Contact:02/14/2022 Data Release Frequency:Varies UMTRA: Uranium Mill Tailings Sites Uranium ore was mined by private companies for federal government use in national defense programs.When the mills shut down,large piles of the sand-like material (mill tailings)remain after uranium has been extracted from the ore. Levels of human exposure to radioactive materials from the piles are low;however, in some cases tailings were used as construction materials before the potential health hazards of the tailings were recognized. Date of Government Version:08/30/2019 Source: Department of Energy Date Data Arrived at EDR: 11/15/2019 Telephone: 505-845-0011 Date Made Active in Reports:01/28/2020 Last EDR Contact:08/12/2021 Number of Days to Update:74 Next Scheduled EDR Contact: 11/29/2021 Data Release Frequency:Varies LEAD SMELTER 1: Lead Smelter Sites A listing of former lead smelter site locations. Date of Government Version:07/29/2021 Source: Environmental Protection Agency Date Data Arrived at EDR:08/04/2021 Telephone: 703-603-8787 Date Made Active in Reports:08/31/2021 Last EDR Contact: 11/05/2021 Number of Days to Update:27 Next Scheduled EDR Contact:01/10/2022 Data Release Frequency:Varies LEAD SMELTER 2: Lead Smelter Sites A list of several hundred sites in the U.S.where secondary lead smelting was done from 1931 and 1964.These sites may pose a threat to public health through ingestion or inhalation of contaminated soil or dust Date of Government Version:04/05/2001 Source: American Journal of Public Health Date Data Arrived at EDR: 10/27/2010 Telephone: 703-305-6451 Date Made Active in Reports: 12/02/2010 Last EDR Contact: 12/02/2009 Number of Days to Update:36 Next Scheduled EDR Contact:N/A Data Release Frequency: No Update Planned US AIRS(AFS): Aerometric Information Retrieval System Facility Subsystem(AFS) The database is a sub-system of Aerometric Information Retrieval System(AIRS).AFS contains compliance data on air pollution point sources regulated by the U.S. EPA and/or state and local air regulatory agencies.This information comes from source reports by various stationary sources of air pollution,such as electric power plants, steel mills,factories,and universities,and provides information about the air pollutants they produce.Action, air program,air program pollutant,and general level plant data. It is used to track emissions and compliance data from industrial plants. TC6745457.2s Page GR-20 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 10/12/2016 Source: EPA Date Data Arrived at EDR: 10/26/2016 Telephone: 202-564-2496 Date Made Active in Reports:02/03/2017 Last EDR Contact:09/26/2017 Number of Days to Update: 100 Next Scheduled EDR Contact:01/08/2018 Data Release Frequency:Annually US AIRS MINOR: Air Facility System Data A listing of minor source facilities. Date of Government Version: 10/12/2016 Source: EPA Date Data Arrived at EDR: 10/26/2016 Telephone: 202-564-2496 Date Made Active in Reports:02/03/2017 Last EDR Contact:09/26/2017 Number of Days to Update: 100 Next Scheduled EDR Contact:01/08/2018 Data Release Frequency:Annually MINES VIOLATIONS: MSHA Violation Assessment Data Mines violation and assessment information. Department of Labor, Mine Safety&Health Administration. Date of Government Version:06/30/2021 Source: DOL, Mine Safety&Health Admi Date Data Arrived at EDR:07/01/2021 Telephone: 202-693-9424 Date Made Active in Reports:09/28/2021 Last EDR Contact:09/09/2021 Number of Days to Update:89 Next Scheduled EDR Contact: 12/13/2021 Data Release Frequency:Quarterly US MINES: Mines Master Index File Contains all mine identification numbers issued for mines active or opened since 1971.The data also includes violation information. Date of Government Version:05/03/2021 Source: Department of Labor,Mine Safety and Health Administration Date Data Arrived at EDR:05/25/2021 Telephone: 303-231-5959 Date Made Active in Reports:08/11/2021 Last EDR Contact:08/24/2021 Number of Days to Update:78 Next Scheduled EDR Contact: 12/06/2021 Data Release Frequency:Semi-Annually US MINES 2: Ferrous and Nonferrous Metal Mines Database Listing This map layer includes ferrous(ferrous metal mines are facilities that extract ferrous metals,such as iron ore or molybdenum)and nonferrous(Nonferrous metal mines are facilities that extract nonferrous metals,such as gold,silver,copper,zinc,and lead)metal mines in the United States. Date of Government Version:05/06/2020 Source: USGS Date Data Arrived at EDR:05/27/2020 Telephone: 703-648-7709 Date Made Active in Reports:08/13/2020 Last EDR Contact:08/26/2021 Number of Days to Update:78 Next Scheduled EDR Contact: 12/06/2021 Data Release Frequency:Varies US MINES 3: Active Mines&Mineral Plants Database Listing Active Mines and Mineral Processing Plant operations for commodities monitored by the Minerals Information Team of the USGS. Date of Government Version:04/14/2011 Source: USGS Date Data Arrived at EDR:06/08/2011 Telephone: 703-648-7709 Date Made Active in Reports:09/13/2011 Last EDR Contact:08/26/2021 Number of Days to Update:97 Next Scheduled EDR Contact: 12/06/2021 Data Release Frequency:Varies ABANDONED MINES: Abandoned Mines An inventory of land and water impacted by past mining(primarily coal mining)is maintained by OSMRE to provide information needed to implement the Surface Mining Control and Reclamation Act of 1977(SMCRA).The inventory contains information on the location,type,and extent of AML impacts,as well as,information on the cost associated with the reclamation of those problems.The inventory is based upon field surveys by State,Tribal,and OSMRE program officials. It is dynamic to the extent that it is modified as new problems are identified and existing problems are reclaimed. TC6745457.2s Page GR-21 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version:06/15/2021 Source: Department of Interior Date Data Arrived at EDR:06/16/2021 Telephone: 202-208-2609 Date Made Active in Reports:08/17/2021 Last EDR Contact:09/14/2021 Number of Days to Update:62 Next Scheduled EDR Contact: 12/20/2021 Data Release Frequency:Quarterly FINDS: Facility Index System/Facility Registry System Facility Index System. FINDS contains both facility information and'pointers'to other sources that contain more detail. EDR includes the following FINDS databases in this report: PCS(Permit Compliance System),AIRS(Aerometric Information Retrieval System), DOCKET(Enforcement Docket used to manage and track information on civil judicial enforcement cases for all environmental statutes), FURS(Federal Underground Injection Control),C-DOCKET(Criminal Docket System used to track criminal enforcement actions for all environmental statutes), FFIS(Federal Facilities Information System),STATE(State Environmental Laws and Statutes),and PADS(PCB Activity Data System). Date of Government Version:05/05/2021 Source: EPA Date Data Arrived at EDR:05/18/2021 Telephone: (214)665-2200 Date Made Active in Reports:08/17/2021 Last EDR Contact:08/31/2021 Number of Days to Update:91 Next Scheduled EDR Contact: 12/13/2021 Data Release Frequency:Quarterly DOCKET HWC: Hazardous Waste Compliance Docket Listing A complete list of the Federal Agency Hazardous Waste Compliance Docket Facilities. Date of Government Version:05/06/2021 Source: Environmental Protection Agency Date Data Arrived at EDR:05/21/2021 Telephone: 202-564-0527 Date Made Active in Reports:08/11/2021 Last EDR Contact:08/26/2021 Number of Days to Update:82 Next Scheduled EDR Contact: 12/06/2021 Data Release Frequency:Varies ECHO: Enforcement&Compliance History Information ECHO provides integrated compliance and enforcement information for about 800,000 regulated facilities nationwide. Date of Government Version:06/26/2021 Source: Environmental Protection Agency Date Data Arrived at EDR:07/01/2021 Telephone: 202-564-2280 Date Made Active in Reports:09/28/2021 Last EDR Contact: 10/05/2021 Number of Days to Update:89 Next Scheduled EDR Contact:01/17/2022 Data Release Frequency:Quarterly UXO: Unexploded Ordnance Sites A listing of unexploded ordnance site locations Date of Government Version: 12/31/2018 Source: Department of Defense Date Data Arrived at EDR:07/02/2020 Telephone: 703-704-1564 Date Made Active in Reports:09/17/2020 Last EDR Contact: 10/07/2021 Number of Days to Update:77 Next Scheduled EDR Contact:01/24/2022 Data Release Frequency:Varies FUELS PROGRAM: EPA Fuels Program Registered Listing This listing includes facilities that are registered under the Part 80(Code of Federal Regulations)EPA Fuels Programs.All companies now are required to submit new and updated registrations. Date of Government Version:08/13/2021 Source: EPA Date Data Arrived at EDR:08/13/2021 Telephone: 800-385-6164 Date Made Active in Reports: 10/22/2021 Last EDR Contact:08/13/2021 Number of Days to Update:70 Next Scheduled EDR Contact: 11/29/2021 Data Release Frequency:Quarterly AIRS: Current Emission Inventory Data The database lists by company,along with their actual emissions,the TNRCC air accounts that emit EPA criteria pollutants. TC6745457.2s Page GR-22 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version:09/10/2021 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR:09/13/2021 Telephone: N/A Date Made Active in Reports:09/16/2021 Last EDR Contact:09/01/2021 Number of Days to Update:3 Next Scheduled EDR Contact: 12/20/2021 Data Release Frequency:Semi-Annually APAR: Affected Property Assessment Report Site Listing Listing of Sites That Have Received an APAR(Affected Property Assessment Report) Date of Government Version:07/01/2021 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR:07/15/2021 Telephone: 512-239-5872 Date Made Active in Reports: 10/01/2021 Last EDR Contact: 10/04/2021 Number of Days to Update:78 Next Scheduled EDR Contact:01/17/2022 Data Release Frequency:Varies ASBESTOS: Asbestos Notification Listing A listing of asbestos notification site locations. Date of Government Version:05/23/2021 Source: Department of State Health Services Date Data Arrived at EDR:06/04/2021 Telephone: 512-834-6787 Date Made Active in Reports:09/01/2021 Last EDR Contact:08/25/2021 Number of Days to Update:89 Next Scheduled EDR Contact: 11/29/2021 Data Release Frequency:Varies COAL ASH: Coal Ash Disposal Sites A listing of facilities that use surface impoundments or landfills to dispose of coal ash. Date of Government Version:07/30/2021 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR:08/03/2021 Telephone: 512-239-6624 Date Made Active in Reports: 10/27/2021 Last EDR Contact: 10/25/2021 Number of Days to Update:85 Next Scheduled EDR Contact:02/07/2022 Data Release Frequency:Varies DRYCLEANERS: Drycleaner Registration Database Listing A listing of drycleaning facilities. Date of Government Version:08/13/2021 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR:08/24/2021 Telephone: 512-239-2160 Date Made Active in Reports:09/30/2021 Last EDR Contact:08/24/2021 Number of Days to Update:37 Next Scheduled EDR Contact: 12/06/2021 Data Release Frequency:Varies ED AQUIF: Edwards Aquifer Permits A listing of permits in the Edwards Aquifer Protection Program database.The information provided is for the counties located in the Austin Region(Hays,Travis,and Williamson counties). Date of Government Version:07/14/2021 Source: Texas Commission on Environmental Quality,Austin Region Date Data Arrived at EDR:07/15/2021 Telephone: 512-339-2929 Date Made Active in Reports: 10/01/2021 Last EDR Contact:09/15/2021 Number of Days to Update:78 Next Scheduled EDR Contact:01/03/2022 Data Release Frequency:Varies ENFORCEMENT: Notice of Violations Listing A listing of permit violations. Date of Government Version:04/15/2021 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR:04/21/2021 Telephone: 512-239-6012 Date Made Active in Reports:04/23/2021 Last EDR Contact:09/27/2021 Number of Days to Update:2 Next Scheduled EDR Contact:01/10/2022 Data Release Frequency:Semi-Annually TC6745457.2s Page GR-23 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Financial Assurance 1: Financial Assurance Information Listing Financial assurance information. Date of Government Version:06/17/2021 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR:06/30/2021 Telephone: 512-239-6239 Date Made Active in Reports:09/23/2021 Last EDR Contact:09/15/2021 Number of Days to Update:85 Next Scheduled EDR Contact:01/03/2022 Data Release Frequency:Varies Financial Assurance 2: Financial Assurance Information Listing Financial Assurance information for underground storage tank facilities.Financial assurance is intended to ensure that resources are available to pay for the cost of closure,post-closure care,and corrective measures if the owner or operator of a regulated facility is unable or unwilling to pay Date of Government Version:06/07/2021 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR:06/22/2021 Telephone: 512-239-0986 Date Made Active in Reports:09/16/2021 Last EDR Contact:09/22/2021 Number of Days to Update:86 Next Scheduled EDR Contact:01/03/2022 Data Release Frequency:Quarterly GCC: Groundwater Contamination Cases Texas Water Code,Section 26.406 requires the annual report to describe the current status of groundwater monitoring activities conducted or required by each agency at regulated facilities or associated with regulated activities. The report is required to contain a description of each case of groundwater contamination documented during the previous calendar year.Also to be included, is a description of each case of contamination documented during previous periods for which voluntary clean up action was incomplete at the time the preceding report was issued. The report is also required to indicate the status of enforcement action for each listed case. Date of Government Version: 12/31/2019 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR: 11/30/2020 Telephone: 512-239-5690 Date Made Active in Reports:02/09/2021 Last EDR Contact:08/26/2021 Number of Days to Update:71 Next Scheduled EDR Contact: 12/06/2021 Data Release Frequency:Annually IOP: Innocent Owner/Operator Program Contains information on all sites that are in the IOP.An IOP is an innocent owner or operator whose property is contaminated as a result of a release or migration of contaminants from a source or sources not located on the property,and they did not cause or contribute to the source or sources of contamination. Date of Government Version:09/28/2021 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR: 10/08/2021 Telephone: 512-239-5894 Date Made Active in Reports: 10/27/2021 Last EDR Contact:09/27/2021 Number of Days to Update: 19 Next Scheduled EDR Contact:01/10/2022 Data Release Frequency:Quarterly LEAD: Lead Inspection Listing Lead inspection sites Date of Government Version:05/31/2021 Source: Department of State Health Services Date Data Arrived at EDR:06/04/2021 Telephone: 512-834-6600 Date Made Active in Reports:08/31/2021 Last EDR Contact:08/25/2021 Number of Days to Update:88 Next Scheduled EDR Contact: 11/29/2021 Data Release Frequency:Varies Ind. Haz Waste: Industrial&Hazardous Waste Database Summary reports reported by waste handlers,generators and shippers in Texas. Date of Government Version:05/24/2021 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR:07/14/2021 Telephone: 512-239-0985 Date Made Active in Reports: 10/01/2021 Last EDR Contact: 10/12/2021 Number of Days to Update:79 Next Scheduled EDR Contact:01/24/2022 Data Release Frequency:Annually TC6745457.2s Page GR-24 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING MSD: Municipal Settings Designations Database An MSD is an official state designation given to property within a municipality or its extraterritorial jurisdiction that certifies that designated groundwater at the property is not use as potable water,and is prohibited from future use as potatable water because that groundwater is contaminated in excess of the applicable potable-water protective concentration level. Date of Government Version:07/22/2021 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR:08/03/2021 Telephone: 512-239-4982 Date Made Active in Reports: 10/27/2021 Last EDR Contact: 10/25/2021 Number of Days to Update:85 Next Scheduled EDR Contact:02/07/2022 Data Release Frequency:Varies NPDES: NPDES Facility List Permitted wastewater outfalls. Date of Government Version:08/09/2021 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR:08/11/2021 Telephone: 512-239-4591 Date Made Active in Reports:08/12/2021 Last EDR Contact:08/11/2021 Number of Days to Update: 1 Next Scheduled EDR Contact: 11/22/2021 Data Release Frequency:Varies RWS: Radioactive Waste Sites Sites in the State of Texas that have been designated as Radioactive Waste sites. Date of Government Version:07/24/2006 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR: 12/14/2006 Telephone: 512-239-0859 Date Made Active in Reports:01/23/2007 Last EDR Contact: 11/08/2021 Number of Days to Update:40 Next Scheduled EDR Contact:02/21/2022 Data Release Frequency:Semi-Annually TIER 2: Tier 2 Chemical Inventory Reports A listing of facilities which store or manufacture hazardous materials and submit a chemical inventory report. Date of Government Version: 12/31/2012 Source: Department of State Health Services Date Data Arrived at EDR:06/07/2013 Telephone: 512-834-6603 Date Made Active in Reports:07/22/2013 Last EDR Contact:08/12/2021 Number of Days to Update:45 Next Scheduled EDR Contact: 11/29/2021 Data Release Frequency:Annually UIC: Underground Injection Wells Database Listing Class V injection wells regulated by the TCEQ. Class V wells are used to inject non-hazardous fluids underground. Most Class V wells are used to dispose of wastes into or above underground sources of drinking water and can pose a threat to ground water quality,if not managed properly. Date of Government Version:02/10/2021 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR:02/11/2021 Telephone: 512-239-6627 Date Made Active in Reports:05/05/2021 Last EDR Contact: 10/07/2021 Number of Days to Update:83 Next Scheduled EDR Contact:01/24/2022 Data Release Frequency:Varies IHW CORR ACTION: IHW CORR ACTION Industrial hazardous waste facilities with corrective actions. Date of Government Version:06/24/2021 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR:07/06/2021 Telephone: 512-239-5872 Date Made Active in Reports:09/28/2021 Last EDR Contact:09/27/2021 Number of Days to Update:84 Next Scheduled EDR Contact:01/10/2022 Data Release Frequency:Varies TC6745457.2s Page GR-25 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING PST STAGE 2: PST Stage 2 State II Vapor Recovery. Decommissioning of Stage II Rule-Gasoline dispensing facilities(GDFs)may begin the process of removing Stage II equipment on May 16,2014 providing that all other requirements for decommissioning have been met,including appropriate notification. Date of Government Version:07/17/2019 Source: Texas Commission on Environmental Quality Date Data Arrived at EDR:07/18/2019 Telephone: 512-239-2160 Date Made Active in Reports:09/24/2019 Last EDR Contact:09/15/2021 Number of Days to Update:68 Next Scheduled EDR Contact:01/03/2022 Data Release Frequency:Varies COMP HIST: Compliance History Listing A listing of compliance histories of regulated entities Date of Government Version: 11/23/2020 Source: Txas Commission on Environmental Quality Date Data Arrived at EDR: 11/25/2020 Telephone: 512-239-3282 Date Made Active in Reports:02/16/2021 Last EDR Contact:08/26/2021 Number of Days to Update:83 Next Scheduled EDR Contact: 12/06/2021 Data Release Frequency:Varies MINES MRDS: Mineral Resources Data System Mineral Resources Data System Date of Government Version:04/06/2018 Source: USGS Date Data Arrived at EDR: 10/21/2019 Telephone: 703-648-6533 Date Made Active in Reports: 10/24/2019 Last EDR Contact:08/26/2021 Number of Days to Update:3 Next Scheduled EDR Contact: 12/06/2021 Data Release Frequency:Varies PCS ENF: Enforcement data No description is available for this data Date of Government Version: 12/31/2014 Source: EPA Date Data Arrived at EDR:02/05/2015 Telephone: 202-564-2497 Date Made Active in Reports:03/06/2015 Last EDR Contact:09/30/2021 Number of Days to Update:29 Next Scheduled EDR Contact:01/17/2022 Data Release Frequency:Varies PCS INACTIVE: Listing of Inactive PCS Permits An inactive permit is a facility that has shut down or is no longer discharging. Date of Government Version: 11/05/2014 Source: EPA Date Data Arrived at EDR:01/06/2015 Telephone: 202-564-2496 Date Made Active in Reports:05/06/2015 Last EDR Contact:09/30/2021 Number of Days to Update: 120 Next Scheduled EDR Contact:01/17/2022 Data Release Frequency:Semi-Annually PCS: Permit Compliance System PCS is a computerized management information system that contains data on National Pollutant Discharge Elimination System(NPDES)permit holding facilities. PCS tracks the permit,compliance,and enforcement status of NPDES facilities. Date of Government Version:07/14/2011 Source: EPA,Office of Water Date Data Arrived at EDR:08/05/2011 Telephone: 202-564-2496 Date Made Active in Reports:09/29/2011 Last EDR Contact:09/30/2021 Number of Days to Update:55 Next Scheduled EDR Contact:01/17/2022 Data Release Frequency:Semi-Annually TC6745457.2s Page GR-26 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING EDR HIGH RISK HISTORICAL RECORDS EDR Exclusive Records EDR MGP: EDR Proprietary Manufactured Gas Plants The EDR Proprietary Manufactured Gas Plant Database includes records of coal gas plants(manufactured gas plants) compiled by EDR's researchers. Manufactured gas sites were used in the United States from the 1800's to 1950's to produce a gas that could be distributed and used as fuel.These plants used whale oil, rosin, coal,or a mixture of coal,oil,and water that also produced a significant amount of waste.Many of the byproducts of the gas production, such as coal tar(oily waste containing volatile and non-volatile chemicals),sludges,oils and other compounds are potentially hazardous to human health and the environment.The byproduct from this process was frequently disposed of directly at the plant site and can remain or spread slowly,serving as a continuous source of soil and groundwater contamination. Date of Government Version:N/A Source: EDR,Inc. Date Data Arrived at EDR: N/A Telephone: N/A Date Made Active in Reports: N/A Last EDR Contact: N/A Number of Days to Update: N/A Next Scheduled EDR Contact:N/A Data Release Frequency: No Update Planned EDR Hist Auto: EDR Exclusive Historical Auto Stations EDR has searched selected national collections of business directories and has collected listings of potential gas station/filling station/service station sites that were available to EDR researchers.EDR's review was limited to those categories of sources that might, in EDR's opinion, include gas station/filling station/service station establishments.The categories reviewed included, but were not limited to gas,gas station,gasoline station, filling station,auto,automobile repair,auto service station,service station,etc.This database falls within a category of information EDR classifies as"High Risk Historical Records",or HRHR.EDR's HRHR effort presents unique and sometimes proprietary data about past sites and operations that typically create environmental concerns, but may not show up in current government records searches. Date of Government Version:N/A Source: EDR,Inc. Date Data Arrived at EDR: N/A Telephone: N/A Date Made Active in Reports: N/A Last EDR Contact: N/A Number of Days to Update: N/A Next Scheduled EDR Contact:N/A Data Release Frequency:Varies EDR Hist Cleaner: EDR Exclusive Historical Cleaners EDR has searched selected national collections of business directories and has collected listings of potential dry cleaner sites that were available to EDR researchers. EDR's review was limited to those categories of sources that might, in EDR's opinion, include dry cleaning establishments.The categories reviewed included, but were not limited to dry cleaners,cleaners, laundry,laundromat,cleaning/laundry,wash&dry etc.This database falls within a category of information EDR classifies as"High Risk Historical Records",or HRHR. EDR's HRHR effort presents unique and sometimes proprietary data about past sites and operations that typically create environmental concerns, but may not show up in current government records searches. Date of Government Version:N/A Source: EDR,Inc. Date Data Arrived at EDR: N/A Telephone: N/A Date Made Active in Reports: N/A Last EDR Contact: N/A Number of Days to Update: N/A Next Scheduled EDR Contact:N/A Data Release Frequency:Varies EDR RECOVERED GOVERNMENT ARCHIVES Exclusive Recovered Govt.Archives RGA HWS: Recovered Government Archive State Hazardous Waste Facilities List The EDR Recovered Government Archive State Hazardous Waste database provides a list of SHWS incidents derived from historical databases and includes many records that no longer appear in current government lists.Compiled from Records formerly available from the Texas Commission of Environmental Quality in Texas formerly known as Texas Natural Resources Conservation Commission which changed in 2002. TC6745457.2s Page GR-27 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version:N/A Source: Texas Commission on Environmental Quality Date Data Arrived at EDR:07/01/2013 Telephone: N/A Date Made Active in Reports: 12/26/2013 Last EDR Contact:06/01/2012 Number of Days to Update: 178 Next Scheduled EDR Contact:N/A Data Release Frequency:Varies RGA LF: Recovered Government Archive Solid Waste Facilities List The EDR Recovered Government Archive Landfill database provides a list of landfills derived from historical databases and includes many records that no longer appear in current government lists.Compiled from Records formerly available from the Texas Commission of Environmental Quality in Texas formerly known as Texas Natural Resources Conservation Commission which changed in 2002. Date of Government Version:N/A Source: Texas Commission on Environmental Quality Date Data Arrived at EDR:07/01/2013 Telephone: N/A Date Made Active in Reports:01/13/2014 Last EDR Contact:06/01/2012 Number of Days to Update: 196 Next Scheduled EDR Contact:N/A Data Release Frequency:Varies COUNTY RECORDS TRAVIS COUNTY: HIST UST AUSTIN: Historic Tank Records A listing of historic records from the City of Austin. Date of Government Version:06/25/2012 Source: Department of Planning&Development Review Date Data Arrived at EDR:06/29/2012 Telephone: 512-974-2715 Date Made Active in Reports:08/23/2012 Last EDR Contact:08/25/2021 Number of Days to Update:55 Next Scheduled EDR Contact: 12/13/2021 Data Release Frequency:Varies OTHER DATABASE(S) Depending on the geographic area covered by this report,the data provided in these specialty databases may or may not be complete. For example,the existence of wetlands information data in a specific report does not mean that all wetlands in the area covered by the report are included. Moreover,the absence of any reported wetlands information does not necessarily mean that wetlands do not exist in the area covered by the report. CT MANIFEST: Hazardous Waste Manifest Data Facility and manifest data. Manifest is a document that lists and tracks hazardous waste from the generator through transporters to a tsd facility. Date of Government Version:07/23/2021 Source: Department of Energy&Environmental Protection Date Data Arrived at EDR:08/10/2021 Telephone: 860-424-3375 Date Made Active in Reports: 11/08/2021 Last EDR Contact:08/10/2021 Number of Days to Update:90 Next Scheduled EDR Contact: 11/22/2021 Data Release Frequency: No Update Planned NJ MANIFEST: Manifest Information Hazardous waste manifest information. Date of Government Version: 12/31/2018 Source: Department of Environmental Protection Date Data Arrived at EDR:04/10/2019 Telephone: N/A Date Made Active in Reports:05/16/2019 Last EDR Contact: 10/05/2021 Number of Days to Update:36 Next Scheduled EDR Contact:01/17/2022 Data Release Frequency:Annually TC6745457.2s Page GR-28 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING NY MANIFEST: Facility and Manifest Data Manifest is a document that lists and tracks hazardous waste from the generator through transporters to a TSD facility. Date of Government Version:01/01/2019 Source: Department of Environmental Conservation Date Data Arrived at EDR:04/29/2020 Telephone: 518-402-8651 Date Made Active in Reports:07/10/2020 Last EDR Contact: 10/29/2021 Number of Days to Update:72 Next Scheduled EDR Contact:02/07/2022 Data Release Frequency:Quarterly PA MANIFEST: Manifest Information Hazardous waste manifest information. Date of Government Version:06/30/2018 Source: Department of Environmental Protection Date Data Arrived at EDR:07/19/2019 Telephone: 717-783-8990 Date Made Active in Reports:09/10/2019 Last EDR Contact: 10/07/2021 Number of Days to Update:53 Next Scheduled EDR Contact:01/24/2022 Data Release Frequency:Annually RI MANIFEST: Manifest information Hazardous waste manifest information Date of Government Version: 12/31/2019 Source: Department of Environmental Management Date Data Arrived at EDR:02/11/2021 Telephone: 401-222-2797 Date Made Active in Reports:02/24/2021 Last EDR Contact:08/11/2021 Number of Days to Update: 13 Next Scheduled EDR Contact: 11/29/2021 Data Release Frequency:Annually VT MANIFEST: Hazardous Waste Manifest Data Hazardous waste manifest information. Date of Government Version: 10/28/2019 Source: Department of Environmental Conservation Date Data Arrived at EDR: 10/29/2019 Telephone: 802-241-3443 Date Made Active in Reports:01/09/2020 Last EDR Contact: 10/07/2021 Number of Days to Update:72 Next Scheduled EDR Contact:01/24/2022 Data Release Frequency:Annually WI MANIFEST: Manifest Information Hazardous waste manifest information. Date of Government Version:05/31/2018 Source: Department of Natural Resources Date Data Arrived at EDR:06/19/2019 Telephone: N/A Date Made Active in Reports:09/03/2019 Last EDR Contact:09/01/2021 Number of Days to Update:76 Next Scheduled EDR Contact: 12/20/2021 Data Release Frequency:Annually Oil/Gas Pipelines Source: Endeavor Business Media Petroleum Bundle(Crude Oil,Refined Products, Petrochemicals,Gas Liquids(LPG/NGL),and Specialty Gases(Miscellaneous))N=Natural Gas Bundle(Natural Gas,Gas Liquids(LPG/NGL),and Specialty Gases (Miscellaneous)).This map includes information copyrighted by Endeavor Business Media.This information is provided on a best effort basis and Endeavor Business Media does not guarantee its accuracy nor warrant its fitness for any particular purpose.Such information has been reprinted with the permission of Endeavor Business Media. Electric Power Transmission Line Data Source: Endeavor Business Media This map includes information copyrighted by Endeavor Business Media.This information is provided on a best effort basis and Endeavor Business Media does not guarantee its accuracy nor warrant its fitness for any particular purpose.Such information has been reprinted with the permission of Endeavor Business Media. Sensitive Receptors: There are individuals deemed sensitive receptors due to their fragile immune systems and special sensitivity to environmental discharges. These sensitive receptors typically include the elderly,the sick,and children. While the location of all sensitive receptors cannot be determined, EDR indicates those buildings and facilities-schools,daycares,hospitals,medical centers, and nursing homes-where individuals who are sensitive receptors are likely to be located. TC6745457.2s Page GR-29 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING AHA Hospitals: Source:American Hospital Association, Inc. Telephone:312-280-5991 The database includes a listing of hospitals based on the American Hospital Association's annual survey of hospitals. Medical Centers: Provider of Services Listing Source:Centers for Medicare&Medicaid Services Telephone:410-786-3000 A listing of hospitals with Medicare provider number, produced by Centers of Medicare&Medicaid Services, a federal agency within the U.S.Department of Health and Human Services. Nursing Homes Source: National Institutes of Health Telephone:301-594-6248 Information on Medicare and Medicaid certified nursing homes in the United States. Public Schools Source: National Center for Education Statistics Telephone:202-502-7300 The National Center for Education Statistics'primary database on elementary and secondary public education in the United States. It is a comprehensive,annual, national statistical database of all public elementary and secondary schools and school districts,which contains data that are comparable across all states. Private Schools Source: National Center for Education Statistics Telephone:202-502-7300 The National Center for Education Statistics'primary database on private school locations in the United States. Daycare Centers:Child Care Facility List Source: Department of Protective&Regulatory Services Telephone:512-438-3269 Flood Zone Data: This data was obtained from the Federal Emergency Management Agency(FEMA).It depicts 100-year and 500-year flood zones as defined by FEMA.It includes the National Flood Hazard Layer(NFHL)which incorporates Flood Insurance Rate Map(FIRM)data and Q3 data from FEMA in areas not covered by NFHL. Source: FEMA Telephone:877-336-2627 Date of Government Version:2003,2015 NWI: National Wetlands Inventory. This data,available in select counties across the country,was obtained by EDR in 2002,2005 and 2010 from the U.S.Fish and Wildlife Service. State Wetlands Data:Wetland Inventory Source:Texas General Land Office Telephone:512-463-0745 Current USGS 7.5 Minute Topographic Map Source: U.S.Geological Survey STREET AND ADDRESS INFORMATION ©2015 TomTom North America, Inc.All rights reserved. This material is proprietary and the subject of copyright protection and other intellectual property rights owned by or licensed to Tele Atlas North America, Inc. The use of this material is subject to the terms of a license agreement. You will be held liable for any unauthorized copying or disclosure of this material. TC6745457.2s Page GR-30 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE ADDENDUM TARGET PROPERTY ADDRESS CITY OF CORPUS CHRISTI-ALAMEDA 3102 S ALAMEDA ST CORPUS CHRISTI, TX 78404 TARGET PROPERTY COORDINATES Latitude(North): 27.75865-27'45' 31.14" Longitude(West): 97.390834-97° 23'27.00" Universal Tranverse Mercator: Zone 14 UTM X(Meters): 658583.2 UTM Y(Meters): 3071334.0 Elevation: 30 ft. above sea level USGS TOPOGRAPHIC MAP Target Property Map: 12682739 CORPUS CHRISTI,TX Version Date: 2019 Northeast Map: 12682795 PORTLAND, TX Version Date: 2019 Southeast Map: 12682783 OSO CREEK NE, TX Version Date: 2019 Southwest Map: 12682785 OSO CREEK NW,TX Version Date: 2019 EDR's GeoCheck Physical Setting Source Addendum is provided to assist the environmental professional in forming an opinion about the impact of potential contaminant migration. Assessment of the impact of contaminant migration generally has two principle investigative components: 1. Groundwater flow direction, and 2. Groundwater flow velocity. Groundwater flow direction may be impacted by surface topography, hydrology, hydrogeology, characteristics of the soil, and nearby wells. Groundwater flow velocity is generally impacted by the nature of the geologic strata. TC6745457.2s Page A-1 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK° - PHYSICAL SETTING SOURCE SUMMARY GROUNDWATER FLOW DIRECTION INFORMATION Groundwater flow direction for a particular site is best determined by a qualified environmental professional using site-specific well data. If such data is not reasonably ascertainable, it may be necessary to rely on other sources of information, such as surface topographic information, hydrologic information, hydrogeologic data collected on nearby properties, and regional groundwater flow information (from deep aquifers). TOPOGRAPHIC INFORMATION Surface topography may be indicative of the direction of surficial groundwater flow. This information can be used to assist the environmental professional in forming an opinion about the impact of nearby contaminated properties or, should contamination exist on the target property,what downgradient sites might be impacted. TARGET PROPERTY TOPOGRAPHY General Topographic Gradient: General East SURROUNDING TOPOGRAPHY: ELEVATION PROFILES 0 N N NW W W W W W W W W W W W W N N W � O O O O O O O O O O O O O O O N p) North South TP 0 W W W W W � � � f0 W W W N N N N N W W W N N N O O 10 {D t0 f0 West East TP 0 1/2 1 Miles Target Property Elevation: 30 ft. Source: Topography has been determined from the USGS 7.5' Digital Elevation Model and should be evaluated on a relative(not an absolute)basis. Relative elevation information between sites of close proximity should be field verified. TC6745457.2s Page A-2 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK° - PHYSICAL SETTING SOURCE SUMMARY HYDROLOGIC INFORMATION Surface water can act as a hydrologic barrier to groundwater flow. Such hydrologic information can be used to assist the environmental professional in forming an opinion about the impact of nearby contaminated properties or, should contamination exist on the target property, what downgradient sites might be impacted. Refer to the Physical Setting Source Map following this summary for hydrologic information (major waterways and bodies of water). FEMA FLOOD ZONE Flood Plain Panel at Target Property FEMA Source Type 4854640169C FEMA Q3 Flood data Additional Panels in search area: FEMA Source Type 4854640200C FEMA Q3 Flood data 4854640168C FEMA Q3 Flood data 4854640285C FEMA Q3 Flood data NATIONAL WETLAND INVENTORY NWI Electronic NWI Quad at Target Property Data Coverage CORPUS CHRISTI YES-refer to the Overview Map and Detail Map HYDROGEOLOGIC INFORMATION Hydrogeologic information obtained by installation of wells on a specific site can often be an indicator of groundwater flow direction in the immediate area. Such hydrogeologic information can be used to assist the environmental professional in forming an opinion about the impact of nearby contaminated properties or,should contamination exist on the target property, what downgradient sites might be impacted. Site-Specific Hydrogeological Data*: Search Radius: 1.25 miles Status: Not found AQUIFLOW9 Search Radius: 1.000 Mile. EDR has developed the AQUIFLOW Information System to provide data on the general direction of groundwater flow at specific points. EDR has reviewed reports submitted by environmental professionals to regulatory authorities at select sites and has extracted the date of the report, groundwater flow direction as determined hydrogeologically, and the depth to water table. LOCATION GENERAL DIRECTION MAP ID FROM TP GROUNDWATER FLOW Not Reported *©1996 Site-specific hydrogeological data gathered by CERCLIS Alerts,Inc.,Bainbridge Island,WA.All rights reserved.All of the information and opinions presented are those of the cited EPA report(s),which were completed under a Comprehensive Environmental Response Compensation and Liability Information System(CERCLIS)investigation. TC6745457.2s Page A-3 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK° - PHYSICAL SETTING SOURCE SUMMARY GROUNDWATER FLOW VELOCITY INFORMATION Groundwater flow velocity information for a particular site is best determined by a qualified environmental professional using site specific geologic and soil strata data. If such data are not reasonably ascertainable, it may be necessary to rely on other sources of information, including geologic age identification, rock stratigraphic unit and soil characteristics data collected on nearby properties and regional soil information. In general, contaminant plumes move more quickly through sandy-gravelly types of soils than silty-clayey types of soils. GEOLOGIC INFORMATION IN GENERAL AREA OF TARGET PROPERTY Geologic information can be used by the environmental professional in forming an opinion about the relative speed at which contaminant migration may be occurring. ROCK STRATIGRAPHIC UNIT GEOLOGIC AGE IDENTIFICATION Era: Cenozoic Category: Stratifed Sequence System: Quaternary Series: Holocene Code: Qh (decoded above as Era, System&Series) Geologic Age and Rock Stratigraphic Unit Source: P.G. Schruben, R.E.Arndt and W.J. Bawiec, Geology of the Conterminous U.S. at 1:2,500,000 Scale-a digital representation of the 1974 P.B. King and H.M. Beikman Map, USGS Digital Data Series DDS- 11 (1994). TC6745457.2s Page A-4 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC 55UHUU SOIL MAP - 6745457.2s Target Property o mF rs r4V;l,, SSURGO Soil Water SITE NAME: City of Corpus Christi-Alameda CLIENT: HDR Engineering,Inc. ADDRESS: 3102 S ALAMEDA ST CONTACT: Conner King CORPUS CHRISTI TX 78404 INQUIRY#: 6745457.2s LAT/LONG: 27.75865/97.390834 DATE: November 10,2021 7:59 pm Copyright,)2021 ESR,Inc.(c)2015 TornTom Rel. 2015. DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK° - PHYSICAL SETTING SOURCE SUMMARY DOMINANT SOIL COMPOSITION IN GENERAL AREA OF TARGET PROPERTY The U.S. Department of Agriculture's(USDA)Soil Conservation Service (SCS)leads the National Cooperative Soil Survey(NCSS)and is responsible for collecting, storing, maintaining and distributing soil survey information for privately owned lands in the United States.A soil map in a soil survey is a representation of soil patterns in a landscape. The following information is based on Soil Conservation Service SSURGO data. Soil Map ID: 1 Soil Component Name: Urban land Soil Surface Texture: variable Hydrologic Group: Class D-Very slow infiltration rates. Soils are clayey, have a high water table, or are shallow to an impervious layer. Soil Drainage Class: Hydric Status: Unknown Corrosion Potential-Uncoated Steel: Not Reported Depth to Bedrock Min: >0 inches Depth to Watertable Min: >0 inches Soil Layer Information Boundary Classification Saturated hydraulic Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil conductivity Soil Reaction micro m/sec (pH) 1 0 inches 40 inches variable Not reported Not reported Max: 141 Max: Min: Min:0.42 LOCAL/REGIONAL WATER AGENCY RECORDS EDR Local/Regional Water Agency records provide water well information to assist the environmental professional in assessing sources that may impact ground water flow direction, and in forming an opinion about the impact of contaminant migration on nearby drinking water wells. WELL SEARCH DISTANCE INFORMATION DATABASE SEARCH DISTANCE(miles) Federal USGS 1.000 Federal FRDS PWS Nearest PWS within 1 mile State Database 1.000 TC6745457.2s Page A-6 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK° - PHYSICAL SETTING SOURCE SUMMARY FEDERAL USGS WELL INFORMATION LOCATION MAP ID WELL ID FROM TP No Wells Found FEDERAL FRDS PUBLIC WATER SUPPLY SYSTEM INFORMATION LOCATION MAP ID WELL ID FROM TP No PWS System Found Note: PWS System location is not always the same as well location. STATE DATABASE WELL INFORMATION LOCATION MAP ID WELL ID FROM TP Al TXMON5000379307 1/4- 1/2 Mile SSE A2 TXPLU5000146760 1/4- 1/2 Mile SSE A3 TXPLU5000032150 1/4- 1/2 Mile SSE A4 TXPLU5000032149 1/4- 1/2 Mile SSE A5 TXMON5000384351 1/4- 1/2 Mile SSE A6 TXPLU5000032164 1/4- 1/2 Mile SSE A7 TXPLU5000032158 1/4- 1/2 Mile SSE A8 TXPLU5000032157 1/4- 1/2 Mile SSE B9 TXBR30000009605 1/4- 1/2 Mile East B10 TXBR30000012745 1/4- 1/2 Mile ENE C11 TXBR30000012725 1/2- 1 Mile NNW C12 TXBR30000012726 1/2- 1 Mile NNW D13 TXBR30000012737 1/2- 1 Mile WNW D14 TXBR30000012736 1/2- 1 Mile WNW D15 TXBR30000012739 1/2- 1 Mile WNW D16 TXBR30000012738 1/2- 1 Mile WNW D17 TXBR30000012732 1/2- 1 Mile WNW D18 TXBR30000012733 1/2- 1 Mile WNW D19 TXBR30000012727 1/2- 1 Mile WNW E20 TXPLU5000063203 1/2- 1 Mile WNW E21 TXPLU5000063204 1/2- 1 Mile WNW E22 TXPLU5000063197 1/2- 1 Mile WNW E23 TXPLU5000063202 1/2- 1 Mile WNW E24 TXPLU5000063205 1/2- 1 Mile WNW E25 TXPLU5000063208 1/2- 1 Mile WNW E26 TXPLU5000063209 1/2- 1 Mile WNW E27 TXPLU5000063206 1/2- 1 Mile WNW E28 TXPLU5000063207 1/2- 1 Mile WNW F29 TXMON5000401775 1/2- 1 Mile WNW F30 TXMON5000401778 1/2- 1 Mile WNW F31 TXMON5000401772 1/2- 1 Mile WNW F32 TXMON5000414192 1/2- 1 Mile WNW F33 TXMON5000414191 1/2- 1 Mile WNW F34 TXMON5000414194 1/2- 1 Mile WNW F35 TXPLU5000157863 1/2- 1 Mile WNW F36 TXMON5000414195 1/2- 1 Mile WNW TC6745457.2s Page A-7 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK° - PHYSICAL SETTING SOURCE SUMMARY STATE DATABASE WELL INFORMATION LOCATION MAP ID WELL ID FROM TP G37 TXMON5000102231 1/2- 1 Mile WNW G38 TXMON5000102232 1/2- 1 Mile WNW G39 TXDOL2000117955 1/2- 1 Mile WNW G40 TXDOL2000117956 1/2- 1 Mile WNW F41 TXMON5000401768 1/2- 1 Mile WNW 42 TXBR30000012645 1/2- 1 Mile North H43 TXPLU5000063675 1/2- 1 Mile NW H44 TXPLU5000063676 1/2- 1 Mile NW H45 TXPLU5000063674 1/2- 1 Mile NW H46 TXPLU5000063672 1/2- 1 Mile NW H47 TXPLU5000063673 1/2- 1 Mile NW H48 TXPLU5000063680 1/2- 1 Mile NW H49 TXPLU5000066400 1/2- 1 Mile NW H50 TXPLU5000063679 1/2- 1 Mile NW H51 TXPLU5000063677 1/2- 1 Mile NW H52 TXPLU5000063678 1/2- 1 Mile NW TC6745457.2s Page A-8 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC PHY51GAL SETTING 5OURCE MAP - 6745457.2s Mor a AV j Eli be h St 50 1y S r �- P gA�a �2 Oen �a a W G ��\ E Di B i A �e�ao 1 .E R .. i e �r e� A! County Boundary 0 1/4 1/2 1 Miles N Major Roads Contour Lines Groundwater Flow Direction Airports c i Indeterminate Groundwater Flow at Location Earthquake epicenter,Richter 5 or greater c v Groundwater Flow Varies at Location Q Water Wells H D Closest Hydrogeological Data Q Public Water Supply Wells Oil or gas wells Cluster of Multiple Icons SITE NAME: City of Corpus Christi-Alameda CLIENT: HDR Engineering,Inc. ADDRESS: 3102 S ALAMEDA ST CONTACT: Conner King CORPUS CHRISTI TX 78404 INQUIRY#: 6745457.2s LAT/LONG: 27.75865/97.390834 DATE: November 10,2021 7:59 pm Copyright,)2021 ESR,Inc.(c)2015 TonnTom Rel. 2015. DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number Al SSE TX WELLS TXMON5000379307 1/4-1/2 Mile Higher Database: Submitted Drillers Reports Database(Monitoring) Well Rpt#: 384663 Well Type: New Well Proposed Use: Monitor Borehole Depth(ft): 20.25 Injurious Water Quality: no Plugging Rpt#: 148805 Submitted Date: 2014-12-31 Owner Name: MrAman Ullah Well#: TMW-1/B-1 #Wells Drilled: Not Reported Elevation: Not Reported Type of Work: New Well Work Type Desc: Not Reported Original Well Rpt Track#: Not Reported Proposed Use: Monitor Proposed Use Desc: Not Reported TCEQ Approved Plans: Not Reported PWS#: Not Reported Drill Start Date: 2014-12-19 Drill End Date: 2014-12-19 Seal Method: Unknown Seal Method Desc: Not Reported Dist to Septic/Other Contam: Not Reported Distance to Septic Tank: Not Reported Dist to Property Line: Not Reported Distance Verify Meth: Not Reported Approved by Variance: Not Reported Sealed by Driller: No Sealed by Name: Not Reported Surface Completion: Unknown Surf Complete Desc: Not Reported Completed by Driller: Not Reported Pump Type: Not Reported Pump Type Desc: Not Reported Pump Depth: Not Reported Chemical Analysis: No Injurious Water: No Company Name: EnviroCore,Inc. Driller Name: Craig Schena Comments: Not Reported Plugged within 48 hrs: Yes Plugging Rpt Tracking#: 148805 Driller License#: 4694 Apprentice Reg#: Not Reported Details Reports For: Well Bore Hole Diameter: 2 Top Depth: 0 Bottom Depth: 20 Details Reports For: Well Drilling Method Drill Method: Direct Push Details Reports For: Well Completion Borehole Completion: Unknown Details Reports For: Well Seal Range Top Depth: 0 Bottom Depth: 4 Annular Seal: 1.0/bentonite Amount: Not Reported Unit: Not Reported Details Reports For: Well Seal Range Top Depth: 4 Bottom Depth: 20 Annular Seal: 1.0/sand Amount: Not Reported Unit: Not Reported Details Reports For: Well Plugback Top Depth: Not Reported Bottom Depth: Not Reported Migrated Sort#: 1 Plugback: 0.0-0.0 20.0-0.0 1.0/bentonite Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 0 Bottom Depth: 6.3 Lithology: silty clay; brown TC6745457.2s Page A-10 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 6.3 Bottom Depth: 7.3 Lithology: clay;light gray Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 7.3 Bottom Depth: 11 Lithology: silty clay; light gray Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 11 Bottom Depth: 20 Lithology: clay;light brown Details Reports For: Well Casing Migrated Sort#: 1 Top Depth: Not Reported Bottom Depth: Not Reported Migrated Casing Info: 1.0 new pvc screen 20.0-10.0.010 Diameter: Not Reported Casing Status: Not Reported Casing Material: Not Reported Casing Type: Not Reported Schedule: Not Reported Gauge: Not Reported Details Reports For: Well Casing Migrated Sort#: 2 Top Depth: Not Reported Bottom Depth: Not Reported Migrated Casing Info: 1.0 new pvc riser 10.0-.025 sch40 Diameter: Not Reported Casing Status: Not Reported Casing Material: Not Reported Casing Type: Not Reported Schedule: Not Reported Gauge: Not Reported A2 SSE TX WELLS TXPLU5000146760 1/4-1/2 Mile Higher Database: Submitted Drillers Reports Database(Plugged) Plugging Rpt#: 148805 Well Type: Monitor Borehole Depth(ft): 20.25 Well Report#: 384663 Details Reports For: Plug Data Submitted Date: 2014-12-31 Owner Name: Mr Aman Ullah Well#: TMW-1/B-1 #Wells Plugged: Not Reported Elevation: Not Reported Original Company Name: EnviroCore,Inc. Original Driller: Craig Schena Original License#: 4694 Original Well Use: Monitor Original Drill Date: 2014-12-19 Plug Method: Unknown Plug Date: 2014-12-19 Variance#: Not Reported Company Name: EnviroCore,Inc. Plugger Name: Craig Schena Driller License: 4694 Apprentice Reg#: Not Reported Comments: Not Reported Comments: Not Reported Details Reports For: Plug Bore Hole Diameter: 2 Top Depth: 0 Bottom Depth: 20 Details Reports For: Plug Range Top Depth: Not Reported Bottom Depth: Not Reported Plug Seal: 0.0-0.0 20.0-0.0 1.0/bentonite Amount: Not Reported Unit: Not Reported TC6745457.2s Page A-11 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number A3 SSE TX WELLS TXPLU5000032150 1/4-1/2 Mile Higher Database: Submitted Drillers Reports Database(Plugged) Plugging Rpt#: 102224 Well Type: Monitor Borehole Depth(ft): 20 Well Report#: Not Reported Details Reports For: Plug Data Submitted Date: 2015-05-13 Owner Name: Mr.Aman Ullah Well#: MW-2 #Wells Plugged: Not Reported Elevation: Not Reported Original Company Name: Not Reported Original Driller: Not Reported Original License#: Not Reported Original Well Use: Monitor Original Drill Date: Not Reported Plug Method: Pour in 3/8 bentonite chips when standing water in well is less than 100 feet depth,cement top 2 feet Plug Date: 2015-05-08 Variance#: Not Reported Company Name: EnviroCore, Inc. Plugger Name: Craig Schena Driller License: 4694 Apprentice Reg#: Not Reported Comments: No Data Comments: Not Reported Details Reports For: Plug Bore Hole Diameter: 10 Top Depth: Not Reported Bottom Depth: 20 Details Reports For: Plug Casing Top Depth: 0 Bottom Depth: 0 Diameter: 4 Details Reports For: Plug Range Top Depth: 0 Bottom Depth: 20 Plug Seal: 2.0/bentonite Amount: Not Reported Unit: Not Reported A4 SSE TX WELLS TXPLU5000032149 1/4-1/2 Mile Higher Database: Submitted Drillers Reports Database(Plugged) Plugging Rpt#: 102223 Well Type: Monitor Borehole Depth(ft): 20 Well Report#: Not Reported Details Reports For: Plug Data Submitted Date: 2015-05-13 Owner Name: Mr.Aman Ullah Well#: MW-1 #Wells Plugged: Not Reported Elevation: Not Reported Original Company Name: Not Reported Original Driller: Not Reported Original License#: Not Reported Original Well Use: Monitor Original Drill Date: Not Reported Plug Method: Pour in 3/8 bentonite chips when standing water in well is less than 100 feet depth,cement top 2 feet Plug Date: 2015-05-08 Variance#: Not Reported Company Name: EnviroCore, Inc. Plugger Name: Craig Schena Driller License: 4694 Apprentice Reg#: Not Reported Comments: No Data Comments: Not Reported TC6745457.2s Page A-12 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Details Reports For: Plug Bore Hole Diameter: 10 Top Depth: Not Reported Bottom Depth: 20 Details Reports For: Plug Casing Top Depth: 0 Bottom Depth: 0 Diameter: 4 Details Reports For: Plug Range Top Depth: 0 Bottom Depth: 20 Plug Seal: 2.0/bentonite Amount: Not Reported Unit: Not Reported A5 SSE TX WELLS TXMON5000384351 1/4-1/2 Mile Higher Database: Submitted Drillers Reports Database(Monitoring) Well Rpt#: 389850 Well Type: New Well Proposed Use: Monitor Borehole Depth(ft): 20 Injurious Water Quality: no Plugging Rpt#: 102227 Submitted Date: 2015-03-05 Owner Name: Mr Aman Ullah Well#: MW-5 #Wells Drilled: Not Reported Elevation: Not Reported Type of Work: New Well Work Type Desc: Not Reported Original Well Rpt Track#: Not Reported Proposed Use: Monitor Proposed Use Desc: Not Reported TCEQ Approved Plans: Not Reported PWS#: Not Reported Drill Start Date: 2015-02-26 Drill End Date: 2015-02-26 Seal Method: Hand Mixed Seal Method Desc: Not Reported Dist to Septic/Other Contam: Not Reported Distance to Septic Tank: Not Reported Dist to Property Line: Not Reported Distance Verify Meth: Not Reported Approved by Variance: Not Reported Sealed by Driller: No Sealed by Name: ECI Surface Completion: Surface Slab Installed Surf Complete Desc: Not Reported Completed by Driller: Not Reported Pump Type: Not Reported Pump Type Desc: Not Reported Pump Depth: Not Reported Chemical Analysis: No Injurious Water: No Company Name: EnviroCore,Inc. Driller Name: Craig Schena Comments: Not Reported Plugged within 48 hrs: No Plugging Rpt Tracking#: 102227 Driller License#: 4694 Apprentice Reg#: Not Reported Details Reports For: Well Bore Hole Diameter: 8 Top Depth: 0 Bottom Depth: 20 Details Reports For: Well Drilling Method Drill Method: Hollow Stem Auger Details Reports For: Well Completion Borehole Completion: Other-16/30 silica sand Details Reports For: Well Seal Range Top Depth: 4 Bottom Depth: 20 Annular Seal: 6.5 sand Amount: Not Reported Unit: Not Reported Details Reports For: Well Seal Range Top Depth: 0 TC6745457.2s Page A-13 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Bottom Depth: 3 Annular Seal: 3.5 cement Amount: Not Reported Unit: Not Reported Details Reports For: Well Seal Range Top Depth: 3 Bottom Depth: 4 Annular Seal: 1.5/bentonite Amount: Not Reported Unit: Not Reported Details Reports For: Well Levels Measurement: 8.6899999999999995 Measurement Date: 2015-02-26 Artesian Flow: Not Reported Measurement Method: Unknown Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 0 Bottom Depth: 4 Lithology: silty clay; brown Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 4 Bottom Depth: 7 Lithology: clay;dark gray Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 7 Bottom Depth: 14 Lithology: silty clay; light gray Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 14 Bottom Depth: 20 Lithology: clay;light brown Details Reports For: Well Casing Migrated Sort#: 1 Top Depth: Not Reported Bottom Depth: Not Reported Migrated Casing Info: 2.0 new PVC screen 20.0-10.0.010 Diameter: Not Reported Casing Status: Not Reported Casing Material: Not Reported Casing Type: Not Reported Schedule: Not Reported Gauge: Not Reported Details Reports For: Well Casing Migrated Sort#: 2 Top Depth: Not Reported Bottom Depth: Not Reported Migrated Casing Info: 2.0 new PVC riser 10.0-0.0 SCH40 Diameter: Not Reported Casing Status: Not Reported Casing Material: Not Reported Casing Type: Not Reported Schedule: Not Reported Gauge: Not Reported A6 SSE TX WELLS TXPLU5000032164 1/4-1/2 Mile Higher Database: Submitted Drillers Reports Database(Plugged) Plugging Rpt#: 102226 Well Type: Monitor Borehole Depth(ft): 20 Well Report#: Not Reported Details Reports For: Plug Data Submitted Date: 2015-05-13 TC6745457.2s Page A-14 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Owner Name: Mr.Aman Ullah Well#: MW-4 #Wells Plugged: Not Reported Elevation: Not Reported Original Company Name: Not Reported Original Driller: Not Reported Original License#: Not Reported Original Well Use: Monitor Original Drill Date: Not Reported Plug Method: Pour in 3/8 bentonite chips when standing water in well is less than 100 feet depth,cement top 2 feet Plug Date: 2015-05-08 Variance#: Not Reported Company Name: EnviroCore,Inc. Plugger Name: Craig Schena Driller License: 4694 Apprentice Reg#: Not Reported Comments: No Data Comments: Not Reported Details Reports For: Plug Bore Hole Diameter: 10 Top Depth: Not Reported Bottom Depth: 20 Details Reports For: Plug Casing Top Depth: 0 Bottom Depth: 0 Diameter: 4 Details Reports For: Plug Range Top Depth: 0 Bottom Depth: 20 Plug Seal: 2.0/bentonite Amount: Not Reported Unit: Not Reported A7 SSE TX WELLS TXPLU5000032158 1/4-1/2 Mile Higher Database: Submitted Drillers Reports Database(Plugged) Plugging Rpt#: 102227 Well Type: Monitor Borehole Depth(ft): 20 Well Report#: 389850 Details Reports For: Plug Data Submitted Date: 2015-05-13 Owner Name: Mr.Aman Ullah Well#: MW-5 #Wells Plugged: Not Reported Elevation: Not Reported Original Company Name: Not Reported Original Driller: Craig Schena Original License#: 4694 Original Well Use: Monitor Original Drill Date: 2015-02-26 Plug Method: Pour in 3/8 bentonite chips when standing water in well is less than 100 feet depth,cement top 2 feet Plug Date: 2015-05-08 Variance#: Not Reported Company Name: EnviroCore,Inc. Plugger Name: Craig Schena Driller License: 4694 Apprentice Reg#: Not Reported Comments: No Data Comments: Not Reported Details Reports For: Plug Bore Hole Diameter: 8 Top Depth: Not Reported Bottom Depth: 20 Details Reports For: Plug Casing Top Depth: 0 Bottom Depth: 0 Diameter: 2 Details Reports For: Plug Range Top Depth: 0 Bottom Depth: 20 Plug Seal: 1.0/bentonite Amount: Not Reported Unit: Not Reported TC6745457.2s Page A-15 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number A8 SSE TX WELLS TXPLU5000032157 1/4-1/2 Mile Higher Database: Submitted Drillers Reports Database(Plugged) Plugging Rpt#: 102225 Well Type: Monitor Borehole Depth(ft): 20 Well Report#: Not Reported Details Reports For: Plug Data Submitted Date: 2015-05-13 Owner Name: Mr.Aman Ullah Well#: MW-3 #Wells Plugged: Not Reported Elevation: Not Reported Original Company Name: Not Reported Original Driller: Not Reported Original License#: Not Reported Original Well Use: Monitor Original Drill Date: Not Reported Plug Method: Pour in 3/8 bentonite chips when standing water in well is less than 100 feet depth,cement top 2 feet Plug Date: 2015-05-08 Variance#: Not Reported Company Name: EnviroCore, Inc. Plugger Name: Craig Schena Driller License: 4694 Apprentice Reg#: Not Reported Comments: No Data Comments: Not Reported Details Reports For: Plug Bore Hole Diameter: 10 Top Depth: Not Reported Bottom Depth: 20 Details Reports For: Plug Casing Top Depth: 0 Bottom Depth: 0 Diameter: 4 Details Reports For: Plug Range Top Depth: 0 Bottom Depth: 20 Plug Seal: 2.0/bentonite Amount: Not Reported Unit: Not Reported 139 East TX WELLS TXBR30000009605 1/4-1/2 Mile Higher Database: Brackish Resources Aquifer Characterization System Database Well ID: 10742 Data Source: TCEQ Water Well Images Total Hole Depth(ft): 304 Total Well Depth: 304 Well Bottom Elevation: -275 Drill Date: 19961024 Kelly Bushing Height: 0 Well Type: Withdrawal of Water Locating Agency: TWDB Elevation: 29 Elevation Method: D Elevation Agency: TWDB Elevation Date: 2011 919 TC6745457.2s Page A-16 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number B10 ENE TX WELLS TXBR30000012745 1/4-1/2 Mile Higher Database: Brackish Resources Aquifer Characterization System Database Well ID: 13958 Data Source: DBSA Water Wells CCASRCD Total Hole Depth(ft): -99999 Total Well Depth: 289 Well Bottom Elevation: -260 Drill Date: 200111 7 Kelly Bushing Height: 0 Well Type: Withdrawal of Water Locating Agency: DBSA Elevation: 29 Elevation Method: D Elevation Agency: TWDB Elevation Date: 20122 1 C11 NNW TX WELLS TXBR30000012725 1/2-1 Mile Higher Database: Brackish Resources Aquifer Characterization System Database Well ID: 13938 Data Source: DBSA Water Wells CCASRCD Total Hole Depth(ft): -99999 Total Well Depth: 272 Well Bottom Elevation: -239 Drill Date: 1997 328 Kelly Bushing Height: 0 Well Type: Withdrawal of Water Locating Agency: DBSA Elevation: 33 Elevation Method: D Elevation Agency: TWDB Elevation Date: 20122 1 C12 NNW TX WELLS TXBR30000012726 1/2-1 Mile Higher Database: Brackish Resources Aquifer Characterization System Database Well ID: 13939 Data Source: DBSA Water Wells CCASRCD Total Hole Depth(ft): -99999 Total Well Depth: 282 Well Bottom Elevation: -249 Drill Date: 1997 416 Kelly Bushing Height: 0 Well Type: Withdrawal of Water Locating Agency: DBSA Elevation: 33 Elevation Method: D Elevation Agency: TWDB Elevation Date: 20122 1 D13 WNW TX WELLS TXBR30000012737 1/2-1 Mile Higher Database: Brackish Resources Aquifer Characterization System Database Well ID: 13950 Data Source: DBSA Water Wells CCASRCD Total Hole Depth(ft): -99999 Total Well Depth: 30 Well Bottom Elevation: 3 Drill Date: 2004 227 Kelly Bushing Height: 0 Well Type: Other Locating Agency: DBSA Elevation: 33 Elevation Method: D Elevation Agency: TWDB TC6745457.2s Page A-17 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Elevation Date: 20122 1 D14 WNW TX WELLS TXBR30000012736 1/2-1 Mile Higher Database: Brackish Resources Aquifer Characterization System Database Well ID: 13949 Data Source: DBSA Water Wells CCASRCD Total Hole Depth(ft): -99999 Total Well Depth: 30 Well Bottom Elevation: 3 Drill Date: 2004 227 Kelly Bushing Height: 0 Well Type: Other Locating Agency: DBSA Elevation: 33 Elevation Method: D Elevation Agency: TWDB Elevation Date: 20122 1 D15 WNW TX WELLS TXBR30000012739 1/2-1 Mile Higher Database: Brackish Resources Aquifer Characterization System Database Well ID: 13952 Data Source: DBSA Water Wells CCASRCD Total Hole Depth(ft): -99999 Total Well Depth: 30 Well Bottom Elevation: 3 Drill Date: 2004 227 Kelly Bushing Height: 0 Well Type: Other Locating Agency: DBSA Elevation: 33 Elevation Method: D Elevation Agency: TWDB Elevation Date: 20122 1 D16 WNW TX WELLS TXBR30000012738 1/2-1 Mile Higher Database: Brackish Resources Aquifer Characterization System Database Well ID: 13951 Data Source: DBSA Water Wells CCASRCD Total Hole Depth(ft): -99999 Total Well Depth: 30 Well Bottom Elevation: 3 Drill Date: 2004 227 Kelly Bushing Height: 0 Well Type: Other Locating Agency: DBSA Elevation: 33 Elevation Method: D Elevation Agency: TWDB Elevation Date: 20122 1 D17 WNW TX WELLS TXBR30000012732 1/2-1 Mile Higher Database: Brackish Resources Aquifer Characterization System Database Well ID: 13945 Data Source: DBSA Water Wells CCASRCD Total Hole Depth(ft): -99999 Total Well Depth: 30 Well Bottom Elevation: 3 Drill Date: 20031113 Kelly Bushing Height: 0 Well Type: Other TC6745457.2s Page A-18 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Locating Agency: DBSA Elevation: 33 Elevation Method: D Elevation Agency: TWDB Elevation Date: 20122 1 D18 WNW TX WELLS TXBR30000012733 1/2-1 Mile Higher Database: Brackish Resources Aquifer Characterization System Database Well ID: 13946 Data Source: DBSA Water Wells CCASRCD Total Hole Depth(ft): -99999 Total Well Depth: 30 Well Bottom Elevation: 3 Drill Date: 20031125 Kelly Bushing Height: 0 Well Type: Other Locating Agency: DBSA Elevation: 33 Elevation Method: D Elevation Agency: TWDB Elevation Date: 20122 1 D19 WNW TX WELLS TXBR30000012727 1/2-1 Mile Higher Database: Brackish Resources Aquifer Characterization System Database Well ID: 13940 Data Source: DBSA Water Wells CCASRCD Total Hole Depth(ft): -99999 Total Well Depth: 30 Well Bottom Elevation: 3 Drill Date: 2003106 Kelly Bushing Height: 0 Well Type: Other Locating Agency: DBSA Elevation: 33 Elevation Method: D Elevation Agency: TWDB Elevation Date: 20122 1 E20 WNW TX WELLS TXPLU5000063203 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Plugged) Plugging Rpt#: 38952 Well Type: Monitor Borehole Depth(ft): 35 Well Report#: Not Reported Details Reports For: Plug Data Submitted Date: 2007-06-06 Owner Name: Valero Energy Corporation#972 Well#: MW-3 #Wells Plugged: Not Reported Elevation: Not Reported Original Company Name: Not Reported Original Driller: James E. Neal Original License#: 4868 Original Well Use: Monitor Original Drill Date: 1999-02-24 Plug Method: Pour in 3/8 bentonite chips when standing water in well is less than 100 feet depth,cement top 2 feet Plug Date: 2007-05-31 Variance#: Not Reported Company Name: Vortex Drilling Inc. Plugger Name: John E.Talbot Driller License: 3180 Apprentice Reg#: 57214 Comments: No Data Comments: Not Reported TC6745457.2s Page A-19 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Details Reports For: Plug Bore Hole Diameter: 4 Top Depth: Not Reported Bottom Depth: 35 Details Reports For: Plug Casing Top Depth: 0 Bottom Depth: Not Reported Diameter: 4 Details Reports For: Plug Range Top Depth: 0 Bottom Depth: 3 Plug Seal: 1.5 Cement Amount: Not Reported Unit: Not Reported Details Reports For: Plug Range Top Depth: 3 Bottom Depth: 35 Plug Seal: 4 Bentonite Amount: Not Reported Unit: Not Reported E21 WNW TX WELLS TXPLU5000063204 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Plugged) Plugging Rpt#: 38953 Well Type: Monitor Borehole Depth(ft): 35 Well Report#: Not Reported Details Reports For: Plug Data Submitted Date: 2007-06-06 Owner Name: Valero Energy Corporation#972 Well#: MW-4 #Wells Plugged: Not Reported Elevation: Not Reported Original Company Name: Not Reported Original Driller: James E. Neal Original License M 4868 Original Well Use: Monitor Original Drill Date: 1999-02-25 Plug Method: Pour in 3/8 bentonite chips when standing water in well is less than 100 feet depth,cement top 2 feet Plug Date: 2007-05-31 Variance#: Not Reported Company Name: Vortex Drilling Inc. Plugger Name: John E.Talbot Driller License: 3180 Apprentice Reg M 57214 Comments: No Data Comments: Not Reported Details Reports For: Plug Bore Hole Diameter: 4 Top Depth: Not Reported Bottom Depth: 35 Details Reports For: Plug Casing Top Depth: 0 Bottom Depth: Not Reported Diameter: 4 Details Reports For: Plug Range Top Depth: 3 Bottom Depth: 35 Plug Seal: 4 Bentonite Amount: Not Reported Unit: Not Reported Details Reports For: Plug Range Top Depth: 0 Bottom Depth: 3 Plug Seal: 1.5 Cement Amount: Not Reported Unit: Not Reported TC6745457.2s Page A-20 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number E22 WNW TX WELLS TXPLU5000063197 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Plugged) Plugging Rpt#: 38950 Well Type: Monitor Borehole Depth(ft): 35 Well Report#: Not Reported Details Reports For: Plug Data Submitted Date: 2007-06-06 Owner Name: Valero Energy Corporation#972 Well#: MW-1 #Wells Plugged: Not Reported Elevation: Not Reported Original Company Name: Not Reported Original Driller: James E. Neal Original License#: 4868 Original Well Use: Monitor Original Drill Date: 1999-02-24 Plug Method: Pour in 3/8 bentonite chips when standing water in well is less than 100 feet depth,cement top 2 feet Plug Date: 2007-05-31 Variance#: Not Reported Company Name: Vortex Drilling Inc. Plugger Name: John E.Talbot Driller License: 3180 Apprentice Reg#: 57214 Comments: No Data Comments: Not Reported Details Reports For: Plug Bore Hole Diameter: 4 Top Depth: Not Reported Bottom Depth: 35 Details Reports For: Plug Casing Top Depth: 0 Bottom Depth: Not Reported Diameter: 4 Details Reports For: Plug Range Top Depth: 0 Bottom Depth: 3 Plug Seal: 1.5 Cement Amount: Not Reported Unit: Not Reported Details Reports For: Plug Range Top Depth: 3 Bottom Depth: 35 Plug Seal: 4 Bentonite Amount: Not Reported Unit: Not Reported E23 WNW TX WELLS TXPLU5000063202 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Plugged) Plugging Rpt#: 38951 Well Type: Monitor Borehole Depth(ft): 35 Well Report#: Not Reported Details Reports For: Plug Data Submitted Date: 2007-06-06 Owner Name: Valero Energy Corporation#972 Well#: MW-2 #Wells Plugged: Not Reported Elevation: Not Reported Original Company Name: Not Reported Original Driller: James E. Neal Original License#: 4868 Original Well Use: Monitor Original Drill Date: 1999-02-24 Plug Method: Pour in 3/8 bentonite chips when standing water in well is less than 100 feet depth,cement top 2 feet TC6745457.2s Page A-21 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Plug Date: 2007-05-31 Variance#: Not Reported Company Name: Vortex Drilling Inc. Plugger Name: John E.Talbot Driller License: 3180 Apprentice Reg#: 57214 Comments: No Data Comments: Not Reported Details Reports For: Plug Bore Hole Diameter: 4 Top Depth: Not Reported Bottom Depth: 35 Details Reports For: Plug Casing Top Depth: 0 Bottom Depth: Not Reported Diameter: 4 Details Reports For: Plug Range Top Depth: 0 Bottom Depth: 4 Plug Seal: 1.5 Cement Amount: Not Reported Unit: Not Reported Details Reports For: Plug Range Top Depth: 4 Bottom Depth: 35 Plug Seal: 4 Bentonite Amount: Not Reported Unit: Not Reported E24 WNW TX WELLS TXPLU5000063205 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Plugged) Plugging Rpt#: 38954 Well Type: Monitor Borehole Depth(ft): 30 Well Report#: Not Reported Details Reports For: Plug Data Submitted Date: 2007-06-06 Owner Name: Valero Energy Corporation#972 Well#: MW-5 #Wells Plugged: Not Reported Elevation: Not Reported Original Company Name: Not Reported Original Driller: James E. Neal Original License#: 4868 Original Well Use: Monitor Original Drill Date: 1999-10-06 Plug Method: Pour in 3/8 bentonite chips when standing water in well is less than 100 feet depth,cement top 2 feet Plug Date: 2007-05-31 Variance#: Not Reported Company Name: Vortex Drilling Inc. Plugger Name: John E.Talbot Driller License: 3180 Apprentice Reg M 57214 Comments: No Data Comments: Not Reported Details Reports For: Plug Bore Hole Diameter: 4 Top Depth: Not Reported Bottom Depth: 30 Details Reports For: Plug Casing Top Depth: 0 Bottom Depth: Not Reported Diameter: 4 Details Reports For: Plug Range Top Depth: 0 Bottom Depth: 3 Plug Seal: 1.5 Cement Amount: Not Reported Unit: Not Reported TC6745457.2s Page A-22 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Details Reports For: Plug Range Top Depth: 1.5 Bottom Depth: 30 Plug Seal: 3.5 Bentonite Amount: Not Reported Unit: Not Reported E25 WNW TX WELLS TXPLU5000063208 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Plugged) Plugging Rpt#: 38957 Well Type: Monitor Borehole Depth(ft): 30 Well Report#: Not Reported Details Reports For: Plug Data Submitted Date: 2007-06-06 Owner Name: Valero Energy Corporation#972 Well#: MW-8 #Wells Plugged: Not Reported Elevation: Not Reported Original Company Name: Not Reported Original Driller: Not Reported Original License#: Not Reported Original Well Use: Monitor Original Drill Date: Not Reported Plug Method: Pour in 3/8 bentonite chips when standing water in well is less than 100 feet depth,cement top 2 feet Plug Date: 2007-05-31 Variance#: Not Reported Company Name: Vortex Drilling Inc. Plugger Name: John E.Talbot Driller License: 3180 Apprentice Reg#: 57214 Comments: No Data Comments: Not Reported Details Reports For: Plug Bore Hole Diameter: 2 Top Depth: Not Reported Bottom Depth: 30 Details Reports For: Plug Casing Top Depth: 0 Bottom Depth: Not Reported Diameter: 2 Details Reports For: Plug Range Top Depth: 3 Bottom Depth: 30 Plug Seal: 2.5 Bentonite Amount: Not Reported Unit: Not Reported Details Reports For: Plug Range Top Depth: 0 Bottom Depth: 3 Plug Seal: 1 Cement Amount: Not Reported Unit: Not Reported E26 WNW TX WELLS TXPLU5000063209 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Plugged) Plugging Rpt#: 38958 Well Type: Monitor Borehole Depth(ft): 30 Well Report#: Not Reported Details Reports For: Plug Data Submitted Date: 2007-06-06 Owner Name: Valero Energy Corporation#972 Well#: MW-9 #Wells Plugged: Not Reported TC6745457.2s Page A-23 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Elevation: Not Reported Original Company Name: Not Reported Original Driller: John E.Talbot Original License#: 3180 Original Well Use: Monitor Original Drill Date: 2007-01-23 Plug Method: Pour in 3/8 bentonite chips when standing water in well is less than 100 feet depth,cement top 2 feet Plug Date: 2007-05-31 Variance#: Not Reported Company Name: Vortex Drilling Inc. Plugger Name: John E.Talbot Driller License: 3180 Apprentice Reg#: 57214 Comments: No Data Comments: Not Reported Details Reports For: Plug Bore Hole Diameter: 2 Top Depth: Not Reported Bottom Depth: 30 Details Reports For: Plug Casing Top Depth: 0 Bottom Depth: Not Reported Diameter: 2 Details Reports For: Plug Range Top Depth: 0 Bottom Depth: 3 Plug Seal: 1 Cement Amount: Not Reported Unit: Not Reported Details Reports For: Plug Range Top Depth: 3 Bottom Depth: 30 Plug Seal: 2.5 Bentonite Amount: Not Reported Unit: Not Reported E27 WNW TX WELLS TXPLU5000063206 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Plugged) Plugging Rpt#: 38955 Well Type: Monitor Borehole Depth(ft): 30 Well Report#: Not Reported Details Reports For: Plug Data Submitted Date: 2007-06-06 Owner Name: Valero Energy Corporation#972 Well#: MW-6 #Wells Plugged: Not Reported Elevation: Not Reported Original Company Name: Not Reported Original Driller: James E. Neal Original License#: 4868 Original Well Use: Monitor Original Drill Date: 2003-11-13 Plug Method: Pour in 3/8 bentonite chips when standing water in well is less than 100 feet depth,cement top 2 feet Plug Date: 2007-05-31 Variance#: Not Reported Company Name: Vortex Drilling Inc. Plugger Name: John E.Talbot Driller License: 3180 Apprentice Reg#: 57214 Comments: No Data Comments: Not Reported Details Reports For: Plug Bore Hole Diameter: 4 Top Depth: Not Reported Bottom Depth: 30 Details Reports For: Plug Casing Top Depth: 15 Bottom Depth: 30 Diameter: 4 TC6745457.2s Page A-24 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Details Reports For: Plug Range Top Depth: 0 Bottom Depth: 3 Plug Seal: 1.5 Cement Amount: Not Reported Unit: Not Reported Details Reports For: Plug Range Top Depth: 3 Bottom Depth: 30 Plug Seal: 3.5 Bentonite Amount: Not Reported Unit: Not Reported E28 WNW TX WELLS TXPLU5000063207 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Plugged) Plugging Rpt#: 38956 Well Type: Monitor Borehole Depth(ft): 26 Well Report#: Not Reported Details Reports For: Plug Data Submitted Date: 2007-06-06 Owner Name: Valero Energy Corporation#972 Well#: MW-7 #Wells Plugged: Not Reported Elevation: Not Reported Original Company Name: Not Reported Original Driller: James E. Neal Original License#: 4868 Original Well Use: Monitor Original Drill Date: 2003-11-25 Plug Method: Pour in 3/8 bentonite chips when standing water in well is less than 100 feet depth,cement top 2 feet Plug Date: 2007-05-31 Variance#: Not Reported Company Name: Vortex Drilling Inc. Plugger Name: John E.Talbot Driller License: 3180 Apprentice Reg#: 57214 Comments: No Data Comments: Not Reported Details Reports For: Plug Bore Hole Diameter: 4 Top Depth: Not Reported Bottom Depth: 26 Details Reports For: Plug Casing Top Depth: 0 Bottom Depth: Not Reported Diameter: 4 Details Reports For: Plug Range Top Depth: 0 Bottom Depth: 3 Plug Seal: 1.5 Cement Amount: Not Reported Unit: Not Reported Details Reports For: Plug Range Top Depth: 3 Bottom Depth: 26 Plug Seal: 3 Bentonite Amount: Not Reported Unit: Not Reported F29 WNW TX WELLS TXMON5000401775 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Monitoring) Well Rpt#: 407868 Well Type: New Well Proposed Use: Environmental Soil Boring Borehole Depth(ft): 20 TC6745457.2s Page A-25 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Injurious Water Quality: no Plugging Rpt#: Not Reported Submitted Date: 2015-10-29 Owner Name: MUY Properties-MN,Ltd Well#: SB-3 #Wells Drilled: 1 Elevation: Not Reported Type of Work: New Well Work Type Desc: Not Reported Original Well Rpt Track#: Not Reported Proposed Use: Environmental Soil Boring Proposed Use Desc: Not Reported TCEQ Approved Plans: Not Reported PWS#: Not Reported Drill Start Date: 2015-10-08 Drill End Date: 2015-10-08 Seal Method: Poured Seal Method Desc: Not Reported Dist to Septic/Other Contam: Not Reported Distance to Septic Tank: Not Reported Dist to Property Line: Not Reported Distance Verify Meth: Not Reported Approved by Variance: Not Reported Sealed by Driller: Yes Sealed by Name: Not Reported Surface Completion: Not Reported Surf Complete Desc: Not Reported Completed by Driller: Not Reported Pump Type: Not Reported Pump Type Desc: Not Reported Pump Depth: Not Reported Chemical Analysis: No Injurious Water: No Company Name: EnviroCore,Inc. Driller Name: Craig Schena Comments: Not Reported Plugged within 48 hrs: No Plugging Rpt Tracking#: Not Reported Driller License#: 4694 Apprentice Reg#: Not Reported Details Reports For: Well Bore Hole Diameter: 2 Top Depth: 0 Bottom Depth: 20 Details Reports For: Well Drilling Method Drill Method: Direct Push Details Reports For: Well Completion Borehole Completion: Plugged Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 0 Bottom Depth: 2 Lithology: 0-2', No Recovery Due to Water Infiltration and soft soils Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 2 Bottom Depth: 14 Lithology: clay;dark gray to gray Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 14 Bottom Depth: 18 Lithology: clayey sand;tan Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 18 Bottom Depth: 20 Lithology: sand;tan F30 WNW TX WELLS TXMON5000401778 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Monitoring) Well Rpt#: 407869 Well Type: New Well TC6745457.2s Page A-26 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Proposed Use: Environmental Soil Boring Borehole Depth(ft): 12 Injurious Water Quality: no Plugging Rpt#: Not Reported Submitted Date: 2015-10-29 Owner Name: MUY Properties-MN,Ltd. Well#: SB-4 #Wells Drilled: 1 Elevation: Not Reported Type of Work: New Well Work Type Desc: Not Reported Original Well Rpt Track#: Not Reported Proposed Use: Environmental Soil Boring Proposed Use Desc: Not Reported TCEQ Approved Plans: Not Reported PWS#: Not Reported Drill Start Date: 2015-10-09 Drill End Date: 2015-10-09 Seal Method: Poured Seal Method Desc: Not Reported Dist to Septic/Other Contam: Not Reported Distance to Septic Tank: Not Reported Dist to Property Line: Not Reported Distance Verify Meth: Not Reported Approved by Variance: Not Reported Sealed by Driller: Yes Sealed by Name: Not Reported Surface Completion: Not Reported Surf Complete Desc: Not Reported Completed by Driller: Not Reported Pump Type: Not Reported Pump Type Desc: Not Reported Pump Depth: Not Reported Chemical Analysis: No Injurious Water: No Company Name: EnviroCore,Inc. Driller Name: Craig Schena Comments: Not Reported Plugged within 48 hrs: No Plugging Rpt Tracking#: Not Reported Driller License#: 4694 Apprentice Reg#: Not Reported Details Reports For: Well Bore Hole Diameter: 2 Top Depth: 0 Bottom Depth: 12 Details Reports For: Well Drilling Method Drill Method: Direct Push Details Reports For: Well Completion Borehole Completion: Plugged Details Reports For: Well Seal Range Top Depth: 0 Bottom Depth: 12 Annular Seal: Bentonite Amount: 1 Unit: Bags/Sacks Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 0 Bottom Depth: 2 Lithology: asphalt,base material Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 2 Bottom Depth: 12 Lithology: sand;gray F31 WNW TX WELLS TXMON5000401772 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Monitoring) Well Rpt#: 407863 Well Type: New Well Proposed Use: Environmental Soil Boring Borehole Depth(ft): 24 Injurious Water Quality: no Plugging Rpt#: Not Reported TC6745457.2s Page A-27 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Submitted Date: 2015-10-29 Owner Name: MUY Properties-MN,Ltd Well#: SB-2 #Wells Drilled: 1 Elevation: Not Reported Type of Work: New Well Work Type Desc: Not Reported Original Well Rpt Track#: Not Reported Proposed Use: Environmental Soil Boring Proposed Use Desc: Not Reported TCEQ Approved Plans: Not Reported PWS#: Not Reported Drill Start Date: 2015-10-08 Drill End Date: 2015-10-08 Seal Method: Poured Seal Method Desc: Not Reported Dist to Septic/Other Contam: Not Reported Distance to Septic Tank: Not Reported Dist to Property Line: Not Reported Distance Verify Meth: Not Reported Approved by Variance: Not Reported Sealed by Driller: Yes Sealed by Name: Not Reported Surface Completion: Not Reported Surf Complete Desc: Not Reported Completed by Driller: Not Reported Pump Type: Not Reported Pump Type Desc: Not Reported Pump Depth: Not Reported Chemical Analysis: No Injurious Water: No Company Name: EnviroCore,Inc. Driller Name: Craig Schena Comments: Not Reported Plugged within 48 hrs: No Plugging Rpt Tracking#: Not Reported Driller License#: 4694 Apprentice Reg#: Not Reported Details Reports For: Well Bore Hole Diameter: 2 Top Depth: 0 Bottom Depth: 24 Details Reports For: Well Drilling Method Drill Method: Direct Push Details Reports For: Well Completion Borehole Completion: Plugged Details Reports For: Well Seal Range Top Depth: 0 Bottom Depth: 24 Annular Seal: Bentonite Amount: 1 Unit: Bags/Sacks F32 WNW TX WELLS TXMON5000414192 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Monitoring) Well Rpt#: 421353 Well Type: New Well Proposed Use: Environmental Soil Boring Borehole Depth(ft): 25 Injurious Water Quality: no Plugging Rpt#: Not Reported Submitted Date: 2016-04-29 Owner Name: Muy Companies Well#: STC-2 #Wells Drilled: 1 Elevation: 33 Type of Work: New Well Work Type Desc: Not Reported Original Well Rpt Track#: Not Reported Proposed Use: Environmental Soil Boring Proposed Use Desc: Not Reported TCEQ Approved Plans: Not Reported PWS#: Not Reported Drill Start Date: 2016-04-21 Drill End Date: 2016-04-21 Seal Method: Hand Mixed Seal Method Desc: Not Reported Dist to Septic/Other Contam: Not Reported Distance to Septic Tank: Not Reported Dist to Property Line: Not Reported Distance Verify Meth: Not Reported Approved by Variance: Not Reported Sealed by Driller: Yes Sealed by Name: Not Reported Surface Completion: Alternative Procedure Used Surf Complete Desc: Not Reported Completed by Driller: Yes Pump Type: Not Reported Pump Type Desc: Not Reported TC6745457.2s Page A-28 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Pump Depth: Not Reported Chemical Analysis: No Injurious Water: No Company Name: Vortex Drilling Inc Driller Name: Robert Joiner Comments: Not Reported Plugged within 48 hrs: No Plugging Rpt Tracking#: Not Reported Driller License#: 54776 Apprentice Reg#: Not Reported Details Reports For: Well Bore Hole Diameter: 3 Top Depth: 0 Bottom Depth: 25 Details Reports For: Well Drilling Method Drill Method: Direct Push Details Reports For: Well Completion Borehole Completion: Plugged Details Reports For: Well Levels Measurement: 14 Measurement Date: 2016-04-21 Artesian Flow: Not Reported Measurement Method: Not Reported Details Reports For: Well Plugback Top Depth: 2 Bottom Depth: 18 Migrated Sort#: Not Reported Plugback: Bentonite Details Reports For: Well Plugback Top Depth: 0 Bottom Depth: 2 Migrated Sort#: Not Reported Plugback: Cement Details Reports For: Well Plugback Top Depth: 18 Bottom Depth: 25 Migrated Sort#: Not Reported Plugback: Other-Spoil Sloughing Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 0 Bottom Depth: .5 Lithology: Asphalt&Concrete Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: .5 Bottom Depth: 13 Lithology: Silty to Sandy Clay-Dark Gray,Mineral Crystallization beginning @ 9' Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 13 Bottom Depth: 15 Lithology: Tan&Gray @ 13',Clayey Sand Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 15 Bottom Depth: 18 Lithology: Light tan Sandy Clay with calcareous pocket, Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 18 Bottom Depth: 25 Lithology: Tan Sand @ 18',Saturated TC6745457.2s Page A-29 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number F33 WNW TX WELLS TXMON5000414191 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Monitoring) Well Rpt#: 421352 Well Type: New Well Proposed Use: Environmental Soil Boring Borehole Depth(ft): 25 Injurious Water Quality: no Plugging Rpt#: Not Reported Submitted Date: 2016-04-29 Owner Name: Muy Companies Well#: STC-1 #Wells Drilled: 1 Elevation: 33 Type of Work: New Well Work Type Desc: Not Reported Original Well Rpt Track#: Not Reported Proposed Use: Environmental Soil Boring Proposed Use Desc: Not Reported TCEQ Approved Plans: Not Reported PWS#: Not Reported Drill Start Date: 2016-04-21 Drill End Date: 2016-04-21 Seal Method: Hand Mixed Seal Method Desc: Not Reported Dist to Septic/Other Contam: Not Reported Distance to Septic Tank: Not Reported Dist to Property Line: Not Reported Distance Verify Meth: Not Reported Approved by Variance: Not Reported Sealed by Driller: Yes Sealed by Name: Not Reported Surface Completion: Alternative Procedure Used Surf Complete Desc: Not Reported Completed by Driller: Yes Pump Type: Not Reported Pump Type Desc: Not Reported Pump Depth: Not Reported Chemical Analysis: No Injurious Water: No Company Name: Vortex Drilling Inc Driller Name: Robert Joiner Comments: Not Reported Plugged within 48 hrs: No Plugging Rpt Tracking#: Not Reported Driller License#: 54776 Apprentice Reg#: Not Reported Details Reports For: Well Bore Hole Diameter: 3 Top Depth: 0 Bottom Depth: 25 Details Reports For: Well Drilling Method Drill Method: Direct Push Details Reports For: Well Completion Borehole Completion: Plugged Details Reports For: Well Levels Measurement: 17 Measurement Date: 2016-04-21 Artesian Flow: Not Reported Measurement Method: Not Reported Details Reports For: Well Plugback Top Depth: 21 Bottom Depth: 25 Migrated Sort#: Not Reported Plugback: Other-Spoil Sloughing Details Reports For: Well Plugback Top Depth: 0 Bottom Depth: 2 Migrated Sort#: Not Reported Plugback: Cement Details Reports For: Well Plugback Top Depth: 2 Bottom Depth: 21 Migrated Sort#: Not Reported Plugback: Bentonite TC6745457.2s Page A-30 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 0 Bottom Depth: .5 Lithology: Asphalt&Concrete Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: .5 Bottom Depth: 5 Lithology: Clay-dark gray,sandy to silty Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 5 Bottom Depth: 13 Lithology: Light gray @ 5',-Sandy lenses beginning @ 9'mineral crystallization Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 13 Bottom Depth: 15 Lithology: Tan&Gray Sandy Clay @ 13' Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 15 Bottom Depth: 19 Lithology: Clayey Sand @ 15',Tan&Gray,wet at 15' Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 19 Bottom Depth: 20 Lithology: Tan-Sand with Calcareous pocket&Shell fragments Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 20 Bottom Depth: 25 Lithology: Saturated Sand,Tan F34 WNW TX WELLS TXMON5000414194 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Monitoring) Well Rpt#: 421354 Well Type: New Well Proposed Use: Environmental Soil Boring Borehole Depth(ft): 20 Injurious Water Quality: no Plugging Rpt#: Not Reported Submitted Date: 2016-04-29 Owner Name: Muy Companies Well#: STC-4 #Wells Drilled: 1 Elevation: 33 Type of Work: New Well Work Type Desc: Not Reported Original Well Rpt Track#: Not Reported Proposed Use: Environmental Soil Boring Proposed Use Desc: Not Reported TCEQ Approved Plans: Not Reported PWS#: Not Reported Drill Start Date: 2016-04-21 Drill End Date: 2016-04-21 Seal Method: Hand Mixed Seal Method Desc: Not Reported Dist to Septic/Other Contam: Not Reported Distance to Septic Tank: Not Reported Dist to Property Line: Not Reported Distance Verify Meth: Not Reported Approved by Variance: Not Reported Sealed by Driller: Yes Sealed by Name: Not Reported Surface Completion: Alternative Procedure Used Surf Complete Desc: Not Reported Completed by Driller: Yes Pump Type: Not Reported Pump Type Desc: Not Reported Pump Depth: Not Reported Chemical Analysis: No TC6745457.2s Page A-31 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Injurious Water: No Company Name: Vortex Drilling Inc Driller Name: Robert Joiner Comments: Not Reported Plugged within 48 hrs: No Plugging Rpt Tracking#: Not Reported Driller License#: 54776 Apprentice Reg#: Not Reported Details Reports For: Well Bore Hole Diameter: 3 Top Depth: 0 Bottom Depth: 20 Details Reports For: Well Drilling Method Drill Method: Direct Push Details Reports For: Well Completion Borehole Completion: Plugged Details Reports For: Well Plugback Top Depth: 0 Bottom Depth: 2 Migrated Sort#: Not Reported Plugback: Cement Details Reports For: Well Plugback Top Depth: 2 Bottom Depth: 20 Migrated Sort#: Not Reported Plugback: Bentonite Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 0 Bottom Depth: .5 Lithology: Asphalt&Concrete Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: .5 Bottom Depth: 10 Lithology: Silty Clay,dark gray Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 10 Bottom Depth: 14 Lithology: Gray&Tan Clay,dry,with calcareous pockets Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 14 Bottom Depth: 15 Lithology: Tan @ 14' Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 15 Bottom Depth: 20 Lithology: Clayey Sand,dark gray @ 15' F35 WNW TX WELLS TXPLU5000157863 112-1 Mile Higher Database: Submitted Drillers Reports Database(Plugged) Plugging Rpt#: 161315 Well Type: Monitor Borehole Depth(ft): 20 Well Report#: 421356 TC6745457.2s Page A-32 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Details Reports For: Plug Data Submitted Date: 2016-08-16 Owner Name: Muy Companies Well#: STC-3 #Wells Plugged: 1 Elevation: 33 Original Company Name: Vortex Drilling Inc Original Driller: Robert Joiner Original License#: 54776 Original Well Use: Monitor Original Drill Date: 2016-04-21 Plug Method: Pour in 3/8 bentonite chips when standing water in well is less than 100 feet depth,cement top 2 feet Plug Date: 2016-08-11 Variance#: Not Reported Company Name: Vortex Drilling Inc Plugger Name: Robert Joiner Driller License: 54776 Apprentice Reg#: Not Reported Comments: Not Reported Comments: Not Reported Details Reports For: Plug Bore Hole Diameter: 3 Top Depth: 0 Bottom Depth: 20 Details Reports For: Plug Casing Top Depth: 5 Bottom Depth: 20 Diameter: 1 Details Reports For: Plug Range Top Depth: 0 Bottom Depth: 5 Plug Seal: Concrete Amount: 0.02 Unit: Bags/Sacks Details Reports For: Plug Range Top Depth: 5 Bottom Depth: 20 Plug Seal: Bentonite Amount: 0.11 Unit: Bags/Sacks F36 WNW TX WELLS TXMON5000414195 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Monitoring) Well Rpt#: 421356 Well Type: New Well Proposed Use: Monitor Borehole Depth(ft): 20 Injurious Water Quality: no Plugging Rpt#: 161315 Submitted Date: 2016-04-29 Owner Name: Muy Companies Well#: STC-3 #Wells Drilled: 1 Elevation: 33 Type of Work: New Well Work Type Desc: Not Reported Original Well Rpt Track#: Not Reported Proposed Use: Monitor Proposed Use Desc: Not Reported TCEQ Approved Plans: Not Reported PWS#: Not Reported Drill Start Date: 2016-04-21 Drill End Date: 2016-04-21 Seal Method: Hand Mixed Seal Method Desc: Not Reported Dist to Septic/Other Contam: Not Reported Distance to Septic Tank: Not Reported Dist to Property Line: Not Reported Distance Verify Meth: Not Reported Approved by Variance: Not Reported Sealed by Driller: Yes Sealed by Name: Not Reported Surface Completion: Alternative Procedure Used Surf Complete Desc: Not Reported Completed by Driller: Yes Pump Type: Not Reported Pump Type Desc: Not Reported Pump Depth: Not Reported Chemical Analysis: No Injurious Water: No Company Name: Vortex Drilling Inc Driller Name: Robert Joiner Comments: Not Reported Plugged within 48 hrs: No Plugging Rpt Tracking#: 161315 TC6745457.2s Page A-33 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Driller License#: 54776 Apprentice Reg#: Not Reported Details Reports For: Well Bore Hole Diameter: 3 Top Depth: 0 Bottom Depth: 20 Details Reports For: Well Drilling Method Drill Method: Direct Push Details Reports For: Well Completion Borehole Completion: Filter Packed Details Reports For: Well Filter Filter Material: Sand Top Depth: 3 Bottom Depth: 20 Size: 12/20 Details Reports For: Well Seal Range Top Depth: 2 Bottom Depth: 3 Annular Seal: Bentonite Amount: 5.9999999999999998E-2 Unit: Bags/Sacks Details Reports For: Well Seal Range Top Depth: 0 Bottom Depth: 2 Annular Seal: Concrete Amount: 0.14999999999999999 Unit: Bags/Sacks Details Reports For: Well Levels Measurement: 2 Measurement Date: 2016-04-21 Artesian Flow: Not Reported Measurement Method: Not Reported Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 0 Bottom Depth: .5 Lithology: Asphalt&Concrete Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: .5 Bottom Depth: 3 Lithology: Fill,Clay,gravel,oyster shells,dark brown Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 3 Bottom Depth: 8 Lithology: Dark gray clay Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 8 Bottom Depth: 18 Lithology: Light gray silty clay with calcareous pocket Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 18 Bottom Depth: 20 Lithology: Clayey Sand,gray,wet @ 18' Details Reports For: Well Casing Migrated Sort#: 0 Top Depth: Not Reported Bottom Depth: Not Reported Migrated Casing Info: Not Reported Diameter: 1 Casing Status: New Casing Material: Plastic(PVC) TC6745457.2s Page A-34 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Casing Type: Other-Bottom Cap Schedule: 40 Gauge: Not Reported Details Reports For: Well Casing Migrated Sort#: 0 Top Depth: Not Reported Bottom Depth: Not Reported Migrated Casing Info: Not Reported Diameter: 1 Casing Status: New Casing Material: Plastic(PVC) Casing Type: Other-Top Cap Schedule: 40 Gauge: Not Reported Details Reports For: Well Casing Migrated Sort#: 0 Top Depth: 0 Bottom Depth: 5 Migrated Casing Info: Not Reported Diameter: 1 Casing Status: New Casing Material: Plastic(PVC) Casing Type: Riser Schedule: 40 Gauge: Not Reported Details Reports For: Well Casing Migrated Sort#: 0 Top Depth: 5 Bottom Depth: 20 Migrated Casing Info: Not Reported Diameter: 1 Casing Status: New Casing Material: Plastic(PVC) Casing Type: Screen Schedule: 40 Gauge: 0.01 G37 WNW TX WELLS TXMON5000102231 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Monitoring) Well Rpt#: 103878 Well Type: New Well Proposed Use: Monitor Borehole Depth(ft): 30 Injurious Water Quality: Not Reported Plugging Rpt#: Not Reported Submitted Date: 2007-02-08 Owner Name: Valero Energy Corporation#972 Well#: MW9 #Wells Drilled: Not Reported Elevation: Not Reported Type of Work: New Well Work Type Desc: Not Reported Original Well Rpt Track#: Not Reported Proposed Use: Monitor Proposed Use Desc: Not Reported TCEQ Approved Plans: Not Reported PWS#: Not Reported Drill Start Date: 2007-01-23 Drill End Date: 2007-01-24 Seal Method: Hand Mixed Seal Method Desc: Not Reported Dist to Septic/Other Contam: Not Reported Distance to Septic Tank: Not Reported Dist to Property Line: Not Reported Distance Verify Meth: Not Reported Approved by Variance: Not Reported Sealed by Driller: Yes Sealed by Name: Not Reported Surface Completion: Surface Slab Installed Surf Complete Desc: Not Reported Completed by Driller: Not Reported Pump Type: Not Reported Pump Type Desc: Not Reported Pump Depth: Not Reported Chemical Analysis: Not Reported Injurious Water: Not Reported Company Name: Vortex Drilling Inc. Driller Name: John E Talbot Comments: Not Reported Plugged within 48 hrs: No Plugging Rpt Tracking#: Not Reported Driller License#: 3180 Apprentice Reg#: 1638 Details Reports For: Well Bore Hole Diameter: 8 TC6745457.2s Page A-35 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Top Depth: 0 Bottom Depth: 30 Details Reports For: Well Drilling Method Drill Method: Hollow Stem Auger Details Reports For: Well Completion Borehole Completion: Filter Packed Details Reports For: Well Filter Filter Material: Gravel Top Depth: 4 Bottom Depth: 30 Size: 20/40 Details Reports For: Well Seal Range Top Depth: 2 Bottom Depth: 4 Annular Seal: 1 Bentonite Amount: Not Reported Unit: Not Reported Details Reports For: Well Seal Range Top Depth: 0 Bottom Depth: 2 Annular Seal: 1 Concrete Amount: Not Reported Unit: Not Reported Details Reports For: Well Levels Measurement: 22 Measurement Date: 2007-01-23 Artesian Flow: Not Reported Measurement Method: Unknown Details Reports For: Well Packers Migrated Sort#: 1 Packers: N/A Depth: Not Reported Details Reports For: Well Plugback Top Depth: Not Reported Bottom Depth: Not Reported Migrated Sort#: 1 Plugback: N/A Details Reports For: Well Strata Migrated Strata Depth: 22 Top Depth: Not Reported Bottom Depth: Not Reported Water Type: Non Potable Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 0 Bottom Depth: 5 Lithology: Clay plastic dark grayish brown moist Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 5 Bottom Depth: 12 Lithology: Clay plastic light brown moist Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 12 Bottom Depth: 22 Lithology: Clay plastic with silt light brown moist Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 22 Bottom Depth: 30 Lithology: Fine clayey sand,saturated soil, plastic clay at 29 TC6745457.2s Page A-36 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Details Reports For: Well Casing Migrated Sort#: 1 Top Depth: Not Reported Bottom Depth: Not Reported Migrated Casing Info: 2 New Sch 40 PVC.010 30-5 Screen Diameter: Not Reported Casing Status: Not Reported Casing Material: Not Reported Casing Type: Not Reported Schedule: Not Reported Gauge: Not Reported Details Reports For: Well Casing Migrated Sort#: 2 Top Depth: Not Reported Bottom Depth: Not Reported Migrated Casing Info: 2 New Sch 40 PVC 5-0 Riser Diameter: Not Reported Casing Status: Not Reported Casing Material: Not Reported Casing Type: Not Reported Schedule: Not Reported Gauge: Not Reported Details Reports For: Well Casing Migrated Sort#: 3 Top Depth: Not Reported Bottom Depth: Not Reported Migrated Casing Info: 2 New Top and Bottom Cap Diameter: Not Reported Casing Status: Not Reported Casing Material: Not Reported Casing Type: Not Reported Schedule: Not Reported Gauge: Not Reported G38 WNW TX WELLS TXMON5000102232 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Monitoring) Well Rpt#: 103879 Well Type: New Well Proposed Use: Monitor Borehole Depth(ft): 30 Injurious Water Quality: Not Reported Plugging Rpt#: Not Reported Submitted Date: 2007-02-08 Owner Name: Valero Energy Corporation#972 Well#: MW10 #Wells Drilled: Not Reported Elevation: Not Reported Type of Work: New Well Work Type Desc: Not Reported Original Well Rpt Track#: Not Reported Proposed Use: Monitor Proposed Use Desc: Not Reported TCEQ Approved Plans: Not Reported PWS#: Not Reported Drill Start Date: 2007-01-23 Drill End Date: 2007-01-24 Seal Method: Hand Mixed Seal Method Desc: Not Reported Dist to Septic/Other Contam: Not Reported Distance to Septic Tank: Not Reported Dist to Property Line: Not Reported Distance Verify Meth: Not Reported Approved by Variance: Not Reported Sealed by Driller: Yes Sealed by Name: Not Reported Surface Completion: Surface Slab Installed Surf Complete Desc: Not Reported Completed by Driller: Not Reported Pump Type: Not Reported Pump Type Desc: Not Reported Pump Depth: Not Reported Chemical Analysis: Not Reported Injurious Water: Not Reported Company Name: Vortex Drilling Inc. Driller Name: John E Talbot Comments: Not Reported Plugged within 48 hrs: No Plugging Rpt Tracking#: Not Reported Driller License#: 3180 Apprentice Reg#: 1638 Details Reports For: Well Bore Hole Diameter: 8 Top Depth: 0 Bottom Depth: 30 Details Reports For: Well Drilling Method Drill Method: Hollow Stem Auger TC6745457.2s Page A-37 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Details Reports For: Well Completion Borehole Completion: Filter Packed Details Reports For: Well Filter Filter Material: Gravel Top Depth: 4 Bottom Depth: 30 Size: 20/40 Details Reports For: Well Seal Range Top Depth: 0 Bottom Depth: 2 Annular Seal: 1 Concrete Amount: Not Reported Unit: Not Reported Details Reports For: Well Seal Range Top Depth: 2 Bottom Depth: 4 Annular Seal: 1 Bentonite Amount: Not Reported Unit: Not Reported Details Reports For: Well Levels Measurement: 22 Measurement Date: 2007-01-23 Artesian Flow: Not Reported Measurement Method: Unknown Details Reports For: Well Packers Migrated Sort#: 1 Packers: N/A Depth: Not Reported Details Reports For: Well Plugback Top Depth: Not Reported Bottom Depth: Not Reported Migrated Sort#: 1 Plugback: N/A Details Reports For: Well Strata Migrated Strata Depth: 22 Top Depth: Not Reported Bottom Depth: Not Reported Water Type: Non Potable Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 0 Bottom Depth: 7 Lithology: Clay plastic dark grayish brown moist Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 7 Bottom Depth: 12 Lithology: Clay plastic light brown moist Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 12 Bottom Depth: 22 Lithology: Clay plastic with few silt and fine sand light brown moist Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 22 Bottom Depth: 30 Lithology: Fine clayey sand saturated soil,clay at 30 Details Reports For: Well Casing Migrated Sort#: 1 Top Depth: Not Reported Bottom Depth: Not Reported Migrated Casing Info: 2 New Sch 40 PVC.010 30-5 Screen Diameter: Not Reported Casing Status: Not Reported Casing Material: Not Reported Casing Type: Not Reported TC6745457.2s Page A-38 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Schedule: Not Reported Gauge: Not Reported Details Reports For: Well Casing Migrated Sort#: 2 Top Depth: Not Reported Bottom Depth: Not Reported Migrated Casing Info: 2 New Sch 40 PVC 5-0 Riser Diameter: Not Reported Casing Status: Not Reported Casing Material: Not Reported Casing Type: Not Reported Schedule: Not Reported Gauge: Not Reported Details Reports For: Well Casing Migrated Sort#: 3 Top Depth: Not Reported Bottom Depth: Not Reported Migrated Casing Info: 2 New Top and Bottom Cap Diameter: Not Reported Casing Status: Not Reported Casing Material: Not Reported Casing Type: Not Reported Schedule: Not Reported Gauge: Not Reported G39 WNW TX WELLS TXDOL2000117955 1/2-1 Mile Higher Database: Well Report Database Fid: 117954 Rec id: 117952 Edr site is 103879 Owner: Valero Energy Corporation#972 Ownerwell: MW10 Address: P.O. Box 696000, San Antonio,TX 78269 Grid: 83-13-9 Waddress: 2702 S.Staples,Corpus Christi ,TX 78404 Lat: 27 45 48 N County: Nueces Long: 097 24 14 W Elevation: No Data Gpsused: Google Earth Typeofwork: New Well Propuse: Monitor Sdate: Not Reported Completedd: Not Reported Diameter: 8 in From Surface To 30 ft Dmethod: Hollow Stem Auger Bcompletio: Not Reported Packedfrom: 30 ft to 4 ft Packsize: 20/40 Finterval: From 0 ft to 2 ft with 1 Concrete(#sacks and material) Sinterval: From 2 ft to 4 ft with 1 Bentonite(#sacks and material) Tinterval: No Data Usedmethod: Hand Mixed Cementedby: Vortex Drilling Inc. Contaminat: No Data Propertyli: No Data Verrimetho: No Data Varriance: No Data Surface: Surface Slab Installed Staticleve: 22 ft.below land surface on 1/23/2007 Flow: No Data Packers: N/A Cementinwe: Not Reported Typepump: No Data Pumpbowl: Not Reported Welltests: No Data Yield: Not Reported Watertype: Non Potable Stratadept: 22 ft. Chemicalma: No Data Undesirabl: No Data Companynam: Vortex Drilling Inc. Companyadd: 4412 Bluemel Road Ccitystate: San Antonio,TX 78240 Licensenum: 3180 Wsignature: John E.Talbot Dsignature: Martin Casarez Regnum: 1638 Comments: no data Site id: TXDOL2000117955 TC6745457.2s Page A-39 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number G40 WNW TX WELLS TXDOL2000117956 1/2-1 Mile Higher Database: Well Report Database Fid: 117955 Rec id: 117953 Edr site is 103878 Owner: Valero Energy Corporation#972 Ownerwell: MW9 Address: P.O. Box 696000, San Antonio,TX 78269 Grid: 83-13-9 Waddress: 2702 S.Staples,Corpus Christi ,TX 78404 Lat: 27 45 48 N County: Nueces Long: 097 24 14 W Elevation: No Data Gpsused: Google Earth Typeofwork: New Well Propuse: Monitor Sdate: Not Reported Completedd: Not Reported Diameter: 8 in From Surface To 30 ft Dmethod: Hollow Stem Auger Bcompletio: Not Reported Packedfrom: 30 ft to 4 ft Packsize: 20/40 Finterval: From 0 ft to 2 ft with 1 Concrete(#sacks and material) Sinterval: From 2 ft to 4 ft with 1 Bentonite(#sacks and material) Tinterval: No Data Usedmethod: Hand Mixed Cementedby: Vortex Drilling Inc. Contaminat: No Data Propertyli: No Data Verrimetho: No Data Varriance: No Data Surface: Surface Slab Installed Staticleve: 22 ft.below land surface on 1/23/2007 Flow: No Data Packers: N/A Cementinwe: Not Reported Typepump: No Data Pumpbowl: Not Reported Welltests: No Data Yield: Not Reported Watertype: Non Potable Stratadept: 22 ft. Chemicalma: No Data Undesirabl: No Data Companynam: Vortex Drilling Inc. Companyadd: 4412 Bluemel Road Ccitystate: San Antonio,TX 78240 Licensenum: 3180 Wsignature: John E.Talbot Dsignature: Martin Casarez Regnum: 1638 Comments: no data Site id: TXDOL2000117956 F41 WNW TX WELLS TXMON5000401768 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Monitoring) Well Rpt#: 407860 Well Type: New Well Proposed Use: Environmental Soil Boring Borehole Depth(ft): 22 Injurious Water Quality: no Plugging Rpt#: Not Reported Submitted Date: 2015-10-29 Owner Name: MUY Properties-MN,Ltd Well#: SB-1 #Wells Drilled: 1 Elevation: Not Reported Type of Work: New Well Work Type Desc: Not Reported Original Well Rpt Track#: Not Reported Proposed Use: Environmental Soil Boring Proposed Use Desc: Not Reported TCEQ Approved Plans: Not Reported PWS#: Not Reported Drill Start Date: 2015-10-08 Drill End Date: 2015-10-08 Seal Method: Poured Seal Method Desc: Not Reported Dist to Septic/Other Contam: Not Reported Distance to Septic Tank: Not Reported Dist to Property Line: Not Reported Distance Verify Meth: Not Reported Approved by Variance: Not Reported Sealed by Driller: Yes Sealed by Name: Not Reported Surface Completion: Not Reported TC6745457.2s Page A-40 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Surf Complete Desc: Not Reported Completed by Driller: Not Reported Pump Type: Not Reported Pump Type Desc: Not Reported Pump Depth: Not Reported Chemical Analysis: No Injurious Water: No Company Name: EnviroCore,Inc. Driller Name: Craig Schena Comments: Not Reported Plugged within 48 hrs: No Plugging Rpt Tracking#: Not Reported Driller License#: 4694 Apprentice Reg#: Not Reported Details Reports For: Well Bore Hole Diameter: 2 Top Depth: 0 Bottom Depth: 22 Details Reports For: Well Drilling Method Drill Method: Direct Push Details Reports For: Well Completion Borehole Completion: Plugged Details Reports For: Well Seal Range Top Depth: 0 Bottom Depth: 22 Annular Seal: Bentonite Amount: 1 Unit: Bags/Sacks Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 0 Bottom Depth: 2 Lithology: 0-0.5',Light Tan Fine Sandy Clay with Small Shell Fragments Throughout.0.5-2'Dark Gray Clay with Calcareous Nodules Throughout.Organic Root Material Throughout 0-2'. Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 2 Bottom Depth: 4 Lithology: 2-4', Dark Gray Clay.Calcareous Nodules and Organic Root Material Present Throughout. Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 4 Bottom Depth: 6 Lithology: 4-6', Dark Gray Tending to Light Gray Clay.Calcareous Nodules Present Throughout. Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 6 Bottom Depth: 8 Lithology: 6-8', Light Gray Clay. Calcareous Nodules and Gypsum Crystals Present Throughout. Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 8 Bottom Depth: 10 Lithology: 8-10', Light Gray Clay.Abundant Gypsum Crystals Present Throughout.Slightly Moist in Bottom 2". Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 10 Bottom Depth: 12 Lithology: 10-10.5',Moist Light Gray Clay with Gypsum Throughout. 10.5'-10.6',Wet Tan Fine Sand. 10.6'-12', Light Gray Fine Sandy Clay with Tan Fine Sand Seams.Gypsum Present Throughout 10-12'. Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 12 Bottom Depth: 14 Lithology: Light Gray Fine Sandy Clay with Tan Fine Sand Seams.Gypsum Crustals Present Throughout. Details Reports For: Well Lithology Migrated Sort#: 0 TC6745457.2s Page A-41 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Top Depth: 14 Bottom Depth: 16 Lithology: 14-16', Light Gray Fine Sandy Clay with Tan Fine Sand Seams.Calcareous Nodules Present Throughout. Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 16 Bottom Depth: 18 Lithology: 16-18', Light Gray Fine Sandy Clay with Tan Fine Sand Seams.Abundant Soft White Calcareous Material Present Throughout. Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 18 Bottom Depth: 20 Lithology: 18-20',Moist Tan Clayey Sand. Poor Recovery Due to Being Soft and Moist. Details Reports For: Well Lithology Migrated Sort#: 0 Top Depth: 20 Bottom Depth: 22 Lithology: 20-21',Saturated Tan Clayey Sand.21-22',Saturated Tan Sand. 42 North TX WELLS TXBR30000012645 1/2-1 Mile Lower Database: Brackish Resources Aquifer Characterization System Database Well ID: 13858 Data Source: DBSA Water Wells CCASRCD Total Hole Depth(ft): -99999 Total Well Depth: 200 Well Bottom Elevation: -174 Drill Date: 198498 Kelly Bushing Height: 0 Well Type: Withdrawal of Water Locating Agency: DBSA Elevation: 26 Elevation Method: D Elevation Agency: TWDB Elevation Date: 20122 1 H43 NW TX WELLS TXPLU5000063675 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Plugged) Plugging Rpt#: 50692 Well Type: Monitor Borehole Depth(ft): 24 Well Report#: Not Reported Details Reports For: Plug Data Submitted Date: 2008-10-27 Owner Name: Pronto#130 Well#: MW-4A #Wells Plugged: Not Reported Elevation: Not Reported Original Company Name: Not Reported Original Driller: Not Reported Original License#: Not Reported Original Well Use: Monitor Original Drill Date: Not Reported Plug Method: Pour in 3/8 bentonite chips when standing water in well is less than 100 feet depth,cement top 2 feet Plug Date: 2008-10-10 Variance#: Not Reported Company Name: Vortex Drilling,Inc. Plugger Name: Gary B. Leifeste Driller License: 55002 Apprentice Reg#: Not Reported Comments: No Data Comments: Not Reported Details Reports For: Plug Bore Hole Diameter: 2 TC6745457.2s Page A-42 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Top Depth: Not Reported Bottom Depth: 24 Details Reports For: Plug Casing Top Depth: 0 Bottom Depth: 0 Diameter: 2 Details Reports For: Plug Range Top Depth: 2 Bottom Depth: 24 Plug Seal: 2.25 Bentonite Amount: Not Reported Unit: Not Reported Details Reports For: Plug Range Top Depth: 0 Bottom Depth: 2 Plug Seal: 1 Cement Amount: Not Reported Unit: Not Reported H44 NW TX WELLS TXPLU5000063676 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Plugged) Plugging Rpt#: 50693 Well Type: Monitor Borehole Depth(ft): 24 Well Report#: Not Reported Details Reports For: Plug Data Submitted Date: 2008-10-27 Owner Name: Pronto#130 Well#: MW-6 #Wells Plugged: Not Reported Elevation: Not Reported Original Company Name: Not Reported Original Driller: Not Reported Original License#: Not Reported Original Well Use: Monitor Original Drill Date: Not Reported Plug Method: Pour in 3/8 bentonite chips when standing water in well is less than 100 feet depth,cement top 2 feet Plug Date: 2008-10-10 Variance#: Not Reported Company Name: Vortex Drilling,Inc. Plugger Name: Gary B. Leifeste Driller License: 55002 Apprentice Reg#: Not Reported Comments: No Data Comments: Not Reported Details Reports For: Plug Bore Hole Diameter: 2 Top Depth: Not Reported Bottom Depth: 24 Details Reports For: Plug Casing Top Depth: 5 Bottom Depth: 24 Diameter: 2 Details Reports For: Plug Range Top Depth: 0 Bottom Depth: 2 Plug Seal: 1 Cement Amount: Not Reported Unit: Not Reported Details Reports For: Plug Range Top Depth: 2 Bottom Depth: 24 Plug Seal: 2.25 Bentonite Amount: Not Reported Unit: Not Reported TC6745457.2s Page A-43 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number H45 NW TX WELLS TXPLU5000063674 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Plugged) Plugging Rpt#: 50691 Well Type: Monitor Borehole Depth(ft): 24 Well Report#: Not Reported Details Reports For: Plug Data Submitted Date: 2008-10-27 Owner Name: Pronto#130 Well#: MW-3A #Wells Plugged: Not Reported Elevation: Not Reported Original Company Name: Not Reported Original Driller: Not Reported Original License#: Not Reported Original Well Use: Monitor Original Drill Date: Not Reported Plug Method: Pour in 3/8 bentonite chips when standing water in well is less than 100 feet depth,cement top 2 feet Plug Date: 2008-10-10 Variance#: Not Reported Company Name: Vortex Drilling,Inc. Plugger Name: Gary B. Leifeste Driller License: 55002 Apprentice Reg#: Not Reported Comments: No Data Comments: Not Reported Details Reports For: Plug Bore Hole Diameter: 2 Top Depth: Not Reported Bottom Depth: 24 Details Reports For: Plug Casing Top Depth: 0 Bottom Depth: 0 Diameter: 2 Details Reports For: Plug Range Top Depth: 0 Bottom Depth: 2 Plug Seal: 1 Cement Amount: Not Reported Unit: Not Reported Details Reports For: Plug Range Top Depth: 2 Bottom Depth: 24 Plug Seal: 2.25 Bentonite Amount: Not Reported Unit: Not Reported H46 NW TX WELLS TXPLU5000063672 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Plugged) Plugging Rpt#: 50689 Well Type: Monitor Borehole Depth(ft): 22 Well Report#: Not Reported Details Reports For: Plug Data Submitted Date: 2008-10-27 Owner Name: Pronto#130 Well#: MW-2 #Wells Plugged: Not Reported Elevation: Not Reported Original Company Name: Not Reported Original Driller: Not Reported Original License#: Not Reported Original Well Use: Monitor Original Drill Date: Not Reported Plug Method: Pour in 3/8 bentonite chips when standing water in well is less than 100 feet depth,cement top 2 feet TC6745457.2s Page A-44 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Plug Date: 2008-10-10 Variance#: Not Reported Company Name: Vortex Drilling,Inc. Plugger Name: Gary B. Leifeste Driller License: 55002 Apprentice Reg#: Not Reported Comments: N/A Comments: Not Reported Details Reports For: Plug Bore Hole Diameter: 2 Top Depth: Not Reported Bottom Depth: 22 Details Reports For: Plug Casing Top Depth: 0 Bottom Depth: 0 Diameter: 2 Details Reports For: Plug Range Top Depth: 0 Bottom Depth: 2 Plug Seal: 1 Cement Amount: Not Reported Unit: Not Reported Details Reports For: Plug Range Top Depth: 2 Bottom Depth: 22 Plug Seal: 2 Bentonite Amount: Not Reported Unit: Not Reported H47 NW TX WELLS TXPLU5000063673 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Plugged) Plugging Rpt#: 50690 Well Type: Monitor Borehole Depth(ft): 24 Well Report#: Not Reported Details Reports For: Plug Data Submitted Date: 2008-10-27 Owner Name: Pronto#130 Well#: MW-3 #Wells Plugged: Not Reported Elevation: Not Reported Original Company Name: Not Reported Original Driller: Not Reported Original License#: Not Reported Original Well Use: Monitor Original Drill Date: Not Reported Plug Method: Pour in 3/8 bentonite chips when standing water in well is less than 100 feet depth,cement top 2 feet Plug Date: 2008-10-10 Variance#: Not Reported Company Name: Vortex Drilling,Inc. Plugger Name: Gary B. Leifeste Driller License: 55002 Apprentice Reg#: Not Reported Comments: N/A Comments: Not Reported Details Reports For: Plug Bore Hole Diameter: 2 Top Depth: Not Reported Bottom Depth: 24 Details Reports For: Plug Casing Top Depth: 1 Bottom Depth: 24 Diameter: 2 Details Reports For: Plug Range Top Depth: 0 Bottom Depth: 2 Plug Seal: 1 Cement Amount: Not Reported Unit: Not Reported TC6745457.2s Page A-45 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Details Reports For: Plug Range Top Depth: 2 Bottom Depth: 24 Plug Seal: 2.25 Bentonite Amount: Not Reported Unit: Not Reported H48 NW TX WELLS TXPLU5000063680 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Plugged) Plugging Rpt#: 50697 Well Type: Monitor Borehole Depth(ft): 23 Well Report#: Not Reported Details Reports For: Plug Data Submitted Date: 2008-10-27 Owner Name: Pronto#130 Well#: MW-10 #Wells Plugged: Not Reported Elevation: Not Reported Original Company Name: Not Reported Original Driller: Not Reported Original License#: Not Reported Original Well Use: Monitor Original Drill Date: Not Reported Plug Method: Pour in 3/8 bentonite chips when standing water in well is less than 100 feet depth,cement top 2 feet Plug Date: 2008-10-10 Variance#: Not Reported Company Name: Vortex Drilling,Inc. Plugger Name: Gary B. Leifeste Driller License: 55002 Apprentice Reg#: Not Reported Comments: No Data Comments: Not Reported Details Reports For: Plug Bore Hole Diameter: 2 Top Depth: Not Reported Bottom Depth: 23 Details Reports For: Plug Casing Top Depth: 5 Bottom Depth: 23 Diameter: 2 Details Reports For: Plug Range Top Depth: 0 Bottom Depth: 2 Plug Seal: 1 Cement Amount: Not Reported Unit: Not Reported Details Reports For: Plug Range Top Depth: 2 Bottom Depth: 23 Plug Seal: 2.25 Bentonite Amount: Not Reported Unit: Not Reported H49 NW TX WELLS TXPLU5000066400 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Plugged) Plugging Rpt#: 51138 Well Type: Monitor Borehole Depth(ft): 0 Well Report#: Not Reported Details Reports For: Plug Data Submitted Date: 2008-11-12 Owner Name: Pronto#130 Well#: MW-1 #Wells Plugged: Not Reported Elevation: Not Reported TC6745457.2s Page A-46 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Original Company Name: Not Reported Original Driller: Not Reported Original License#: Not Reported Original Well Use: Monitor Original Drill Date: Not Reported Plug Method: Other-See Comments Plug Date: 2008-10-10 Variance#: Not Reported Company Name: Vortex Drilling,Inc. Plugger Name: Gary B. Leifeste Driller License: 55002 Apprentice Reg#: Not Reported Comments: Unable to locate well Replaces Tr.#50688 11/14/08 Ref.#6509 Comments: Not Reported Details Reports For: Plug Bore Hole Diameter: 2 Top Depth: Not Reported Bottom Depth: Not Reported H50 NW TX WELLS TXPLU5000063679 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Plugged) Plugging Rpt#: 50696 Well Type: Monitor Borehole Depth(ft): 22 Well Report#: Not Reported Details Reports For: Plug Data Submitted Date: 2008-10-27 Owner Name: Pronto#130 Well#: MW-9 #Wells Plugged: Not Reported Elevation: Not Reported Original Company Name: Not Reported Original Driller: Not Reported Original License#: Not Reported Original Well Use: Monitor Original Drill Date: Not Reported Plug Method: Pour in 3/8 bentonite chips when standing water in well is less than 100 feet depth,cement top 2 feet Plug Date: 2008-10-10 Variance#: Not Reported Company Name: Vortex Drilling,Inc. Plugger Name: Gary B. Leifeste Driller License: 55002 Apprentice Reg#: Not Reported Comments: No Data Comments: Not Reported Details Reports For: Plug Bore Hole Diameter: 2 Top Depth: Not Reported Bottom Depth: 22 Details Reports For: Plug Casing Top Depth: 5 Bottom Depth: 22 Diameter: 2 Details Reports For: Plug Range Top Depth: 2 Bottom Depth: 22 Plug Seal: 2 Bentonite Amount: Not Reported Unit: Not Reported Details Reports For: Plug Range Top Depth: 0 Bottom Depth: 2 Plug Seal: 1 Cement Amount: Not Reported Unit: Not Reported TC6745457.2s Page A-47 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number H51 NW TX WELLS TXPLU5000063677 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Plugged) Plugging Rpt#: 50694 Well Type: Monitor Borehole Depth(ft): 21 Well Report#: Not Reported Details Reports For: Plug Data Submitted Date: 2008-10-27 Owner Name: Pronto#130 Well#: MW-7 #Wells Plugged: Not Reported Elevation: Not Reported Original Company Name: Not Reported Original Driller: Not Reported Original License#: Not Reported Original Well Use: Monitor Original Drill Date: Not Reported Plug Method: Pour in 3/8 bentonite chips when standing water in well is less than 100 feet depth,cement top 2 feet Plug Date: 2008-10-10 Variance#: Not Reported Company Name: Vortex Drilling,Inc. Plugger Name: Gary B. Leifeste Driller License: 55002 Apprentice Reg#: Not Reported Comments: No Data Comments: Not Reported Details Reports For: Plug Bore Hole Diameter: 2 Top Depth: Not Reported Bottom Depth: 21 Details Reports For: Plug Casing Top Depth: 1 Bottom Depth: 21 Diameter: 2 Details Reports For: Plug Range Top Depth: 2 Bottom Depth: 21 Plug Seal: 2 Bentonite Amount: Not Reported Unit: Not Reported Details Reports For: Plug Range Top Depth: 0 Bottom Depth: 2 Plug Seal: 1 Cement Amount: Not Reported Unit: Not Reported H52 NW TX WELLS TXPLU5000063678 1/2-1 Mile Higher Database: Submitted Drillers Reports Database(Plugged) Plugging Rpt#: 50695 Well Type: Monitor Borehole Depth(ft): 22 Well Report#: Not Reported Details Reports For: Plug Data Submitted Date: 2008-10-27 Owner Name: Pronto#130 Well#: MW-8 #Wells Plugged: Not Reported Elevation: Not Reported Original Company Name: Not Reported Original Driller: Not Reported Original License#: Not Reported Original Well Use: Monitor Original Drill Date: Not Reported Plug Method: Pour in 3/8 bentonite chips when standing water in well is less than 100 feet depth,cement top 2 feet TC6745457.2s Page A-48 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Plug Date: 2008-10-10 Variance#: Not Reported Company Name: Vortex Drilling,Inc. Plugger Name: Gary B. Leifeste Driller License: 55002 Apprentice Reg#: Not Reported Comments: No Data Comments: Not Reported Details Reports For: Plug Bore Hole Diameter: 2 Top Depth: Not Reported Bottom Depth: 22 Details Reports For: Plug Casing Top Depth: 5 Bottom Depth: 22 Diameter: 2 Details Reports For: Plug Range Top Depth: 0 Bottom Depth: 2 Plug Seal: 1 Cement Amount: Not Reported Unit: Not Reported Details Reports For: Plug Range Top Depth: 2 Bottom Depth: 22 Plug Seal: 2 Bentonite Amount: Not Reported Unit: Not Reported TC6745457.2s Page A-49 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC GEOCHECK9- PHYSICAL SETTING SOURCE MAP FINDINGS RADON AREA RADON INFORMATION State Database:TX Radon Radon Test Results County Mean Total Sites %>4 pCi/L %>20 pCi/L Min pCi/L Max pCi/L NUECES .6 19 .0 .0 <.5 2.1 Federal EPA Radon Zone for NUECES County: 3 Note:Zone 1 indoor average level>4 pCi/L. Zone 2 indoor average level—2 pCi/L and<=4 pCi/L. Zone 3 indoor average level<2 pCi/L. Federal Area Radon Information for NUECES COUNTY,TX Number of sites tested: 16 Area Average Activity %<4 pCi/L %4-20 pCi/L %>20 pCi/L Living Area-1st Floor 0.675 pCi/L 100% 0% 0% Living Area-2nd Floor Not Reported Not Reported Not Reported Not Reported Basement Not Reported Not Reported Not Reported Not Reported TC6745457.2s Page A-50 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC PHYSICAL SETTING SOURCE RECORDS SEARCHED TOPOGRAPHIC INFORMATION USGS 7.5'Digital Elevation Model(DEM) Source: United States Geologic Survey EDR acquired the USGS 7.5'Digital Elevation Model in 2002 and updated it in 2006.The 7.5 minute DEM corresponds to the USGS 1:24,000-and 1:25,000-scale topographic quadrangle maps.The DEM provides elevation data with consistent elevation units and projection. Current USGS 7.5 Minute Topographic Map Source: U.S.Geological Survey HYDROLOGIC INFORMATION Flood Zone Data: This data was obtained from the Federal Emergency Management Agency(FEMA).It depicts 100-year and 500-year flood zones as defined by FEMA.It includes the National Flood Hazard Layer(NFHL)which incorporates Flood Insurance Rate Map(FIRM)data and Q3 data from FEMA in areas not covered by NFHL. Source: FEMA Telephone:877-336-2627 Date of Government Version:2003,2015 NWI: National Wetlands Inventory. This data,available in select counties across the country,was obtained by EDR in 2002,2005 and 2010 from the U.S.Fish and Wildlife Service. State Wetlands Data:Wetland Inventory Source:Texas General Land Office Telephone:512-463-0745 HYDROGEOLOGIC INFORMATION AQUIFLOWR Information System Source: EDR proprietary database of groundwater flow information EDR has developed the AQUIFLOW Information System(AIS)to provide data on the general direction of groundwater flow at specific points. EDR has reviewed reports submitted to regulatory authorities at select sites and has extracted the date of the report,hydrogeologically determined groundwater flow direction and depth to water table information. GEOLOGIC INFORMATION Geologic Age and Rock Stratigraphic Unit Source: P.G.Schruben, R.E.Arndt and W.J. Bawiec,Geology of the Conterminous U.S.at 1:2,500,000 Scale-A digital representation of the 1974 P.B.King and H.M. Beikman Map, USGS Digital Data Series DDS-11 (1994). STATSGO: State Soil Geographic Database Source: Department of Agriculture,Natural Resources Conservation Service(NRCS) The U.S. Department of Agriculture's(USDA)Natural Resources Conservation Service(NRCS)leads the national Conservation Soil Survey(NCSS)and is responsible for collecting,storing,maintaining and distributing soil survey information for privately owned lands in the United States.A soil map in a soil survey is a representation of soil patterns in a landscape.Soil maps for STATSGO are compiled by generalizing more detailed (SSURGO) soil survey maps. SSURGO:Soil Survey Geographic Database Source: Department of Agriculture,Natural Resources Conservation Service(NRCS) Telephone: 800-672-5559 SSURGO is the most detailed level of mapping done by the Natural Resources Conservation Service, mapping scales generally range from 1:12,000 to 1:63,360. Field mapping methods using national standards are used to construct the soil maps in the Soil Survey Geographic(SSURGO)database.SSURGO digitizing duplicates the original soil survey maps.This level of mapping is designed for use by landowners,townships and county natural resource planning and management. TC6745457.2s Page PSGR-1 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC PHYSICAL SETTING SOURCE RECORDS SEARCHED LOCAL/REGIONAL WATER AGENCY RECORDS FEDERAL WATER WELLS PWS: Public Water Systems Source: EPA/Office of Drinking Water Telephone: 202-564-3750 Public Water System data from the Federal Reporting Data System. A PWS is any water system which provides water to at least 25 people for at least 60 days annually. PWSs provide water from wells, rivers and other sources. PWS ENF: Public Water Systems Violation and Enforcement Data Source: EPA/Office of Drinking Water Telephone: 202-564-3750 Violation and Enforcement data for Public Water Systems from the Safe Drinking Water Information System(SDWIS)after August 1995. Prior to August 1995,the data came from the Federal Reporting Data System(FRDS). USGS Water Wells: USGS National Water Inventory System(NWIS) This database contains descriptive information on sites where the USGS collects or has collected data on surface water and/or groundwater.The groundwater data includes information on wells,springs,and other sources of groundwater. STATE RECORDS Public Water Supply Sources Databases Source: Texas Commission on Environmental Quality Telephone: 512-239-6199 Locations of public drinking water sources maintained by the TCEQ. Groundwater Database Source: Texas Water Development Board Telephone: 512-936-0837 Well Report Database Source: Department of Licensing and Regulation Telephone: 512-936-0833 Water Well Database Source: Harris-Galveston Coastal Subsidence District Telephone: 281-486-1105 Brackish Resources Aquifer Characterization System Database Source: Texas Water Development Board WDB's Brackish Resources Aquifer Characterization System(BRACS)was designed to map and characterize the brackish aquifers of Texas in greater detail than previous studies.The information is contained in the BRACS Database and project data are summarized in a project report with companion geographic information system data files. Submitted Driller's Reports Database Source: Texas Water Development Board Telephone: 512-936-0833 The Submitted Driller's Report Database is populated from the online Texas Well Report Submission and Retrieval System which is a cooperative Texas Department of Licensing and Regulation(TDLR)and Texas Water Development Board(TWDB)application that registered water-well drillers use to submit their required reports. OTHER STATE DATABASE INFORMATION Texas Oil and Gas Wells Source: Texas Railroad Commission Telephone: 512-463-6882 Oil and gas well locations. TC6745457.2s Page PSGR-2 DocuSign Envelope ID:OA6E6F28-4048-49F7-9F01-102BBOCA5DDC PHYSICAL SETTING SOURCE RECORDS SEARCHED RADON State Database:TX Radon Source: Department of Health Telephone:512-834-6688 Rinal Report of the Texas Indoor Radon Survey Area Radon Information Source: USGS Telephone: 703-356-4020 The National Radon Database has been developed by the U.S. Environmental Protection Agency (USEPA)and is a compilation of the EPA/State Residential Radon Survey and the National Residential Radon Survey. The study covers the years 1986-1992.Where necessary data has been supplemented by information collected at private sources such as universities and research institutions. EPA Radon Zones Source: EPA Telephone: 703-356-4020 Sections 307&309 of IRAA directed EPA to list and identify areas of U.S.with the potential for elevated indoor radon levels. OTHER Airport Landing Facilities: Private and public use landing facilities Source: Federal Aviation Administration, 800-457-6656 Epicenters: World earthquake epicenters, Richter 5 or greater Source: Department of Commerce, National Oceanic and Atmospheric Administration Earthquake Fault Lines: The fault lines displayed on EDR's Topographic map are digitized quaternary faultlines,prepared in 1975 by the United State Geological Survey STREET AND ADDRESS INFORMATION ©2015 TomTom North America, Inc.All rights reserved. This material is proprietary and the subject of copyright protection and other intellectual property rights owned by or licensed to Tele Atlas North America, Inc. The use of this material is subject to the terms of a license agreement. You will be held liable for any unauthorized copying or disclosure of this material. TC6745457.2s Page PSGR-3