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C2022-219 - 9/20/2022 - Approved
DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 DATE(MM/DD/YYYY) A�" CERTIFICATE OF LIABILITY INSURANCE 09/22/2022 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 Honey Counts NAME: K&S Insurance Agency ACNE. Ext): (972)772-7262 a/c,No): (972)771-4695 2255 Ridge Road,Ste.333 E-MAIL hcounts@kandsins.com ADDRESS: P.O.Box 277 INSURER(S)AFFORDING COVERAGE NAIC# Rockwall TX 75087 INSURERA: FCCI Insurance Co. 10178 INSURED INSURER B: Monroe Guaranty Ins.Co. 32506 JE Construction Services LLC INSURER C: National Trust Insurance Co. 20141 7505 Up River Rd INSURER D: Texas Mutual Insurance Co. 22945 INSURER E. Hanover Insurance Company 22292 Corpus Christi TX 78409 INSURER F 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 CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE 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 POLICY EFF POLICY EXP LTR INSD WVD POLICY NUMBER MM/DD/YYYY MM/DD/YYYY LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1'000'000 CLAIMS-MADE FX OCCUR PREM SDAMAGES Ea oNcurDrence $ 100,000 MED EXP(Any one person) $ 10,000 A CPP100032611 11/02/2021 11/02/2022 PERSONAL&ADV INJURY $ 1'000'000 MOTHER LAGGREGATE LIMITAPPLIES PER: GENERAL AGGREGATE $ 2'000'000 POLICY PRO ❑ LOC PRODUCTS-COMP/OP AGG $ 2,000,000 JECT: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 Ea accident X ANYAUTO BODILY INJURY(Per person) $ B OWNED SCHEDULED CA100007275 11/02/2021 11/02/2022 BODILY INJURY(Pe r accide nt) $ AUTOS ONLY AUTOS X HIRED �/ NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY /� AUTOS ONLY Per accident X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 5'000'000 C EXCESS LAB CLAIMS-MADE UMB100018988 11/02/2021 11/02/2022 AGGREGATE $ 5'000'000 DED I X1 RETENTION $ 10'000 �/ $ WORKERS COMPENSATION /� STATUTE EORH AND EMPLOYERS'LIABI LI TY Y/N 1,000,000 ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ D OFFICER/MEMBER EXCLUDED? N/A 0001306815 05/17/2022 05/17/2023 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ Contractors Equipment Max Per Item 700,000 E Leased/Rented Equipment IHDA75524905 11/02/2021 11/02/2022 Deductible 1,000 Ded items over$500K 5,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Project:Project 21057-Waldron Rd.(Purdue to SPID)Bond 2020 SEE ATTACHED 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 Texas ACCORDANCE WITH THE POLICY PROVISIONS. 1201 Leopard St AUTHORIZED REPRESENTATIVE City Hall Third Floor Corpus Christi TX 78469 " t @ 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 AGENCY CUSTOMER ID: LOC#: ADDITIONAL REMARKS SCHEDULE Page of AGENCY NAMED INSURED K&S Insurance Agency JE Construction Services LLC POLICY NUMBER CARRIER NAIC CODE EFFECTIVE DATE: ADDITIONAL REMARKS THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER: 25 FORM TITLE: Certificate of Liability Insurance:Notes GENERAL LIABILITY: General Liability policy includes additional insured endorsement that provides additional insured status to the certificate holder only when there is a written contract between the named insured and the certificate holder that requires such status. General Liability policy contain an endorsement with"Primary and Noncontributory"wording. General Liability policy includes waiver of subrogation endorsement that provides this feature only when there is a written contract between the named insured and the certificate holder that requires it. AUTOMOBILE LIABILITY: Automobile policy includes additional insured endorsement that provides additional insured status to the certificate holder only when there is a written contract between the named insured and the certificate holder that requires such status. Automobile policy contain an endorsement with"Primary and Noncontributory"wording. Automobile policy includes waiver of subrogation endorsement that provides this feature only when there is a written contract between the named insured and the certificate holder that requires it. WORKERS COMPENSATION: Workers Compensation policy includes waiver of subrogation endorsement that provides this feature only when there is a written contract between the named insured and the certificate holder that requires it. Umbrella policy follows form. "ALWAYS REFER TO THE ATTACHED POLICY FORMS FOR SPECIFIC WORDING OF SUCH COVERAGE,LIMITS,CONDITIONS AND EXCLUSIONS. ACORD 101 (2008/01) © 2008 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 COMMERCIAL GENERAL LIABILITY CGL 088 (01 15) THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. FIRST CHOICE CONTRACTORS LIABILITY ENDORSEMENT This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE FORM NOTE: The following are additions, replacements and amendments to the Commercial General Liability Coverage Form, and will apply unless excluded by separate endorsement(s)to the Commercial General Liability Coverage Form. The COMMERCIAL GENERAL LIABILITY COVERAGE FORM is amended as follows: SECTION I-COVERAGES, COVERAGE A. BODILY INJURY AND PROPERTY DAMAGE is amended as follows: 1. Extended "Property Damage" Exclusion 2.a., Expected or Intended Injury, is replaced with the following: a. "Bodily injury"or"property damage" expected or intended from the standpoint of the insured. This exclusion does not apply to "bodily injury"or"property damage" resulting from the use of reasonable force to protect persons or property. 2. Non-owned Watercraft Exclusion 2.g. (2) (a) is replaced with the following: (a) Less than 51 feet long; and 3. Property Damage Liability—Borrowed Equipment The following is added to Exclusion 2.j. (4): Paragraph (4)of this exclusion does not apply to "property damage" to borrowed equipment while at a jobsite and not being used to perform operations. The most we will pay for"property damage"to any one borrowed equipment item under this coverage is $25,000 per"occurrence". The insurance afforded under this provision is excess over any other valid and collectible property insurance (including deductible) available to the insured, whether primary, excess, contingent or on any other basis. 4. Limited Electronic Data Liability Exclusion 2.p. is replaced with the following: p. Electronic Data Damages arising out of the loss of, loss of use of, damage to, corruption of, inability to access, or inability to manipulate "electronic data"that does not result from physical injury to tangible property. The most we will pay under Coverage A for"property damage" because of all loss of"electronic data" arising out of anyone "occurrence" is $10,000. We have no duty to investigate or defend claims or"suits" covered by this Limited Electronic Data Liability coverage. The following definition is added to SECTION V— DEFINITIONS of the Coverage Form: "Electronic data" means information, facts or programs stored as or on, created or used on, or transmitted to or from computer software (including systems and applications software), hard or floppy disks, CD- ROMS, tapes, drives, cells, data processing devices or any other media which are used with electronically controlled equipment. CGL 088 (01 15) Includes copyrighted material of the Insurance Services Office, Inc.,with its permission. Page 1 of 14 Copyright 2015 FCCI Insurance Group DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 COMMERCIAL GENERAL LIABILITY CGL 088 (01 15) For purposes of this Limited Electronic Data Liability coverage, the definition of"Property Damage" in SECTION V— DEFINITIONS of the Coverage Form is replaced by the following: 17. "Property damage" means: a. Physical injury to tangible property, including all resulting loss of use of that property. All such loss of use shall be deemed to occur at the time of the physical injury that caused it; b. Loss of use of tangible property that is not physically injured. All such loss of use shall be deemed to occur at the time of the "occurrence"that caused it; c. Loss of, loss of use of, damage to, corruption of, inability to access, or inability to properly manipulate "electronic data", resulting from physical injury to tangible property. All such loss of "electronic data" shall be deemed to occur at the time of the "occurrence"that caused it. For purposes of this insurance, "electronic data" is not tangible property. SECTION I —COVERAGES, COVERAGE B. PERSONAL AND ADVERTISING INJURY LIABILITY is amended as follows: Paragraph 2.e. Exclusions—the Contractual Liability Exclusion is deleted. SECTION I —COVERAGES, the following coverages are added: COVERAGE D.VOLUNTARY PROPERTY DAMAGE 1. Insuring Agreement We will pay, at your request, for"property damage" caused by an "occurrence", to property of others caused by you, or while in your possession, arising out of your business operations. The amount we will pay for damages is described in SECTION III LIMITS OF INSURANCE. 2. Exclusions This insurance does not apply to: "Property Damage"to: a. Property at premises owned, rented, leased or occupied by you; b. Property while in transit; c. Property owned by, rented to, leased to, loaned to, borrowed by, or used by you; d. Premises you sell, give away, or abandon, if the "property damage" arises out of any part of those premises; e. Property caused by or arising out of the "products-completed operations hazard"; f. Motor vehicles; g. "Your product" arising out of it or any part of it; or h. "Your work" arising out of it or any part of it. 3. Deductible We will not pay for loss in any one "occurrence" until the amount of loss exceeds $250. We will then pay the amount of loss in excess of$250 up to the applicable limit of insurance. 4. Cost Factor In the event of a covered loss, you shall, if requested by us, replace the damaged property or furnish the labor and materials necessary for repairs thereto at your actual cost, excluding profit or overhead charges. CGL 088 (01 15) Includes copyrighted material of the Insurance Services Office, Inc.,with its permission. Page 2 of 14 Copyright 2015 FCCI Insurance Group DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 COMMERCIAL GENERAL LIABILITY CGL 088 (01 15) The insurance afforded under COVERAGE D is excess over any other valid and collectible property or inland marine insurance (including the deductible applicable to the property or inland marine coverage)available to you whether primary, excess, contingent or any other basis. Coverage D covers unintentional damage or destruction, but does not cover disappearance, theft, or loss of use. The insurance under COVERAGE D does not apply if a loss is paid under COVERAGE E. COVERAGE E. CARE, CUSTODY OR CONTROL 1. Insuring Agreement We will pay those sums that the insured becomes legally obligated to pay as damages because of "property damage" caused by an "occurrence", to property of others while in your care, custody, or control or property of others as to which you are exercising physical control if the "property damage" arises out of your business operations. The amount we will pay for damages is described in SECTION III LIMITS OF INSURANCE. 2. Exclusions This insurance does not apply to: "Property Damage"to: a. Property at premises owned, rented, leased or occupied by you; b. Property while in transit; c. Premises you sell, give away, or abandon, if the "property damage" arises out of any part of those premises; d. Property caused by or arising out of the "products-completed operations hazard"; e. Motor vehicles; f. "Your product" arising out of it or any part of it; or g. "Your work" arising out of it or any part of it. 3. Deductible We will not pay for loss in any one "occurrence" until the amount of loss exceeds $250. We will then pay the amount of loss in excess of$250 up to the applicable limit of insurance. 4. Cost Factor In the event of a covered loss, you shall, if requested by us, replace the damaged property or furnish the labor and materials necessary for repairs thereto at your actual cost, excluding profit or overhead charges. The insurance afforded under COVERAGE E is excess over any other valid and collectible property or inland marine insurance (including the deductible applicable to the property or inland marine coverage) available to you whether primary, excess, contingent or any other basis. The insurance under COVERAGE E does not apply if a loss is paid under COVERAGE D. COVERAGE F. LIMITED PRODUCT WITHDRAWAL EXPENSE 1. Insuring Agreement a. If you are a "seller", we will reimburse you for"product withdrawal expenses" associated with "your product" incurred because of a "product withdrawal'to which this insurance applies. The amount of such reimbursement is limited as described in SECTION III - LIMITS OF INSURANCE. No other obligation or liability to pay sums or perform acts or services is covered. CGL 088 (01 15) Includes copyrighted material of the Insurance Services Office, Inc.,with its permission. Page 3 of 14 Copyright 2015 FCCI Insurance Group DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 COMMERCIAL GENERAL LIABILITY CGL 088 (01 15) a. This insurance applies to a "product withdrawal"only if the "product withdrawal" is initiated in the "coverage territory" during the policy period because: (1) You determine that the "product withdrawal" is necessary; or (2) An authorized government entity has ordered you to conduct a "product withdrawal". c. We will reimburse only those "product withdrawal expenses"which are incurred and reported to us within one year of the date the "product withdrawal"was initiated. d. The initiation of a "product withdrawal"will be deemed to have been made only at the earliest of the following times: (1) When you have announced, in any manner, to the general public, your vendors or to your employees (other than those employees directly involved in making the determination)your decision to conduct a "product withdrawal"This applies regardless of whether the determination to conduct a "product withdrawal" is made by you or is requested by a third party; (2) When you received, either orally or in writing, notification of an order from an authorized government entity to conduct a "product withdrawal; or (3) When a third party has initiated a "product withdrawal" and you communicate agreement with the "product withdrawal", or you announce to the general public, your vendors or to your employees (other than those employees directly involved in making the determination) your decision to participate in the "product withdrawal", whichever comes first. e. "Product withdrawal expenses" incurred to withdraw"your products"which contain: (1) The same "defect"will be deemed to have arisen out of the same "product withdrawal"; or (2) A different"defect"will be deemed to have arisen out of a separate "product withdrawal" if newly determined or ordered in accordance with paragraph 1.b of this coverage. 2. Exclusions This insurance does not apply to "product withdrawal" expenses" arising out of: a. Any"product withdrawal" initiated due to: (1) The failure of"your products"to accomplish their intended purpose, including any breach of warranty of fitness, whether written or implied. This exclusion does not apply if such failure has caused or is reasonably expected to cause "bodily injury"or physical damage to tangible property. (2) Copyright, patent, trade secret or trademark infringements; (3) Transformation of a chemical nature, deterioration or decomposition of"your product", except if it is caused by: (a) An error in manufacturing, design, processing or transportation of"your product"; or (b) "Product tampering". (4) Expiration of the designated shelf life of"your product". b. A"product withdrawal", initiated because of a "defect" in "your product" known to exist by the Named Insured or the Named Insured's "executive officers", prior to the inception date of this Coverage Part or prior to the time "your product" leaves your control or possession. c. Recall of any specific products for which "bodily injury" or"property damage" is excluded under Coverage A- Bodily Injury And Property Damage Liability by endorsement. d. Recall of"your products"which have been banned from the market by an authorized government entity prior to the policy period. e. The defense of a claim or"suit" against you for"product withdrawal expenses". CGL 088 (01 15) Includes copyrighted material of the Insurance Services Office, Inc.,with its permission. Page 4 of 14 Copyright 2015 FCCI Insurance Group DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 COMMERCIAL GENERAL LIABILITY CGL 088 (01 15) 3. For the purposes of the insurance afforded under COVERAGE F, the following is added to 2. Duties In The Event Of Occurrence, Offense, Claim Or Suit Condition under SECTION IV—COMMERCIAL GENERAL LIABILITY CONDITIONS: e. Duties In The Event Of A"Defect" Or A'Product Withdrawal' (1) You must see to it that we are notified as soon as practicable of any actual, suspected or threatened "defect" in "your products", or any governmental investigation, that may result in a "product withdrawal". To the extent possible, notice should include: (a) How, when and where the "defect"was discovered; (b) The names and addresses of any injured persons and witnesses; and (c) The nature, location and circumstances of any injury or damage arising out of use or consumption of"your product". (2) If a "product withdrawal' is initiated, you must: (a) Immediately record the specifics of the "product withdrawal" and the date it was initiated; (b) Send us written notice of the "product withdrawal" as soon as practicable; and (c) Not release, consign, ship or distribute by any other method, any product, or like or similar products, with an actual, suspected or threatened defect. (3) You and any other involved insured must: (a) Immediately send us copies of pertinent correspondence received in connection with the "product withdrawal"; (b) Authorize us to obtain records and other information; and (c) Cooperate with us in our investigation of the "product withdrawal'. 4. For the purposes of this Coverage F, the following definitions are added to the Definitions Section: a. "Defect" means a defect, deficiency or inadequacy that creates a dangerous condition. b. 'Product tampering" is an act of intentional alteration of"your product"which may cause or has caused "bodily injury" or physical injury to tangible property. When "product tampering" is known, suspected or threatened, a "product withdrawal"will not be limited to those batches of"your product"which are known or suspected to have been tampered with. c. 'Product withdrawal' means the recall or withdrawal of"your products", or products which contain "your products", from the market or from use, by any other person or organization, because of a known or suspected "defect" in "your product", or a known or suspected "product tampering", which has caused or is reasonably expected to cause "bodily injury" or physical injury to tangible property. d. 'Product withdrawal expenses" means those reasonable and necessary extra expenses, listed below paid and directly related to a "product withdrawal": (1) Costs of notification; (2) Costs of stationery, envelopes, production of announcements and postage or facsimiles; (3) Costs of overtime paid to your regular non-salaried employees and costs incurred by your employees, including costs of transportation and accommodations; (4) Costs of computer time; (5) Costs of hiring independent contractors and other temporary employees; (6) Costs of transportation, shipping or packaging; (7) Costs of warehouse or storage space; or CGL 088 (01 15) Includes copyrighted material of the Insurance Services Office, Inc.,with its permission. Page 5 of 14 Copyright 2015 FCCI Insurance Group DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 COMMERCIAL GENERAL LIABILITY CGL 088 (01 15) (8) Costs of proper disposal of"your products", or products that contain "your products", that cannot be reused, not exceeding your purchase price or your cost to produce the products; but"product withdrawal expenses" does not include costs of the replacement, repair or redesign of"your product", or the costs of regaining your market share, goodwill, revenue or profit. e. "Seller" means a person or organization that manufactures, sells or distributes goods or products. "Seller"does not include a "contractor" as defined elsewhere in this endorsement. The insurance under COVERAGE F does not apply if a loss is paid under COVERAGE G. COVERAGE G. CONTRACTORS ERRORS AND OMISSIONS 1. Insuring Agreement If you are a "contractor', we will pay those sums that you become legally obligated to pay as damages because of"property damage"to "your product", "your work"or"impaired property", due to faulty workmanship, material or design, or products including consequential loss, to which this insurance applies. The damages must have resulted from your negligent act, error or omission while acting in your business capacity as a contractor or subcontractor or from a defect in material or a product sold or installed by you while acting in this capacity. The amount we will pay for damages is described in SECTION III LIMITS OF INSURANCE. We have no duty to investigate or defend claims or"suits" covered by this Contractors Errors or Omissions coverage. This coverage applies only if the "property damage"occurs in the "coverage territory' during the policy period. This coverage does not apply to additional insureds, if any. Supplementary Payments—Coverage A and B do not apply to Coverage G. Contractors Errors and Omissions. 2. Exclusions This insurance does not apply to: a. "Bodily injury"or"personal and advertising injury". b. Liability or penalties arising from a delay or failure to complete a contract or project, or to complete a contract or project on time. c. Liability because of an error or omission: (1) In the preparation of estimates or job costs; (2) Where cost estimates are exceeded; (3) In the preparation of estimates of profit or return on capital; (4) In advising or failure to advise on financing of the work or project; or (5) In advising or failing to advise on any legal work, title checks, form of insurance or suretyship. d. Any liability which arises out of any actual or alleged infringement of copyright or trademark or trade dress or patent, unfair competition or piracy, or theft or wrongful taking of concepts or intellectual property. e. Any liability for damages: (1) From the intentional dishonest, fraudulent, malicious or criminal acts of the Named Insured, or by any partner, member of a limited liability company, or executive officer, or at the direction of any of them; or (2) Which is in fact expected or intended by the insured, even if the injury or damage is of a different degree or type than actually expected or intended. CGL 088 (01 15) Includes copyrighted material of the Insurance Services Office, Inc.,with its permission. Page 6 of 14 Copyright 2015 FCCI Insurance Group DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 COMMERCIAL GENERAL LIABILITY CGL 088 (01 15) f. Any liability arising out of manufacturer's warranties or guarantees whether express or implied. g. Any liability arising from "property damage"to property owned by, rented or leased to the insured. h. Any liability incurred or"property damage"which occurs, in whole or in part, before you have completed "your work." "Your work"will be deemed completed at the earliest of the following times: (1) When all of the work called for in your contract or work order has been completed; (2) When all the work to be done at the job site has been completed if your contract calls for work at more than one job site; or (3) When that part of the work done at a job site has been put to its intended use by any person or organization other than another contractor or subcontractor working on the same project. Work that may need service or maintenance, correction, repair or replacement, but which is otherwise complete, will be treated as complete. i. Any liability arising from "property damage"to products that are still in your physical possession. j. Any liability arising out of the rendering of or failure to render any professional services by you or on your behalf, but only with respect to either or both of the following operations: (1) Providing engineering, architectural or surveying services to others; and (2) Providing or hiring independent professionals to provide engineering, architectural or surveying services in connection with construction work you perform. Professional services include the preparing, approving or failing to prepare or approve, maps, shop drawings, opinions, reports, surveys, field orders, change orders, or drawings and specifications. Professional services also include supervisory or inspection activities performed as part of any related architectural or engineering activities. But, professional services do not include services within construction means, methods, techniques, sequences and procedures employed by you in connection with construction work you perform. k. Your loss of profit or expected profit and any liability arising therefrom. I. "Property damage" to property other than "your product," "your work"or"impaired property." m. Any liability arising from claims or"suits"where the right of action against the insured has been relinquished or waived. n. Any liability for"property damage"to "your work" if the damaged work or the work out of which the damage arises was performed on your behalf by a subcontractor. o. Any liability arising from the substitution of a material or product for one specified on blueprints, work orders, contracts or engineering specifications unless there has been written authorization, or unless the blueprints, work orders, contracts or engineering specifications were written by you, and you have authorized the changes. p. Liability of others assumed by the insured under any contract or agreement, whether oral or in writing. This exclusion does not apply to liability for damages that the insured would have in the absence of the contract or agreement. 3. For the purposes of Coverage G, the following definition is added to the Definitions section: a. "Contractor" means a person or organization engaged in activities of building, clearing, filing, excavating or improvement in the size, use or appearance of any structure or land. "Contractor" does not include a "seller" as defined elsewhere in this endorsement. 4. Deductible We will not pay for loss in any one "occurrence" until the amount of loss exceeds $250. The limits of insurance will not be reduced by the application of the deductible amount. CGL 088 (01 15) Includes copyrighted material of the Insurance Services Office, Inc.,with its permission. Page 7 of 14 Copyright 2015 FCCI Insurance Group DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 COMMERCIAL GENERAL LIABILITY CGL 088 (01 15) We may pay any part or all of the deductible amount to effect settlement of any claim or"suit", and upon notification of the action taken, you shall promptly reimburse us for such part of the deductible amount as has been paid by us. 5. Cost Factor In the event of a covered loss, you shall, if requested by us, replace the damaged property or furnish the labor and materials necessary for repairs thereto at your actual cost, excluding profit or overhead charges. The insurance under COVERAGE G does not apply if a loss is paid under COVERAGE F. COVERAGE H. LOST KEY COVERAGE 1. Insuring Agreement We will pay those sums, subject to the limits of liability described in SECTION III LIMITS OF INSURANCE in this endorsement and the deductible shown below, that you become legally obligated to pay as damages caused by an "occurrence" and due to the loss or mysterious disappearance of keys entrusted to or in the care, custody or control of you or your"employees" or anyone acting on your behalf. The damages covered by this endorsement are limited to the: a. Actual cost of the keys; b. Cost to adjust locks to accept new keys; or c. Cost of new locks, if required, including the cost of installation. 2. Exclusions This insurance does not apply to: a. Keys owned by any insured, employees of any insured, or anyone acting on behalf of any insured; b. Any resulting loss of use; or c. Any of the following acts by any insured, employees of any insured, or anyone acting on behalf of any insured: 1) Misappropriation; 2) Concealment; 3) Conversion; 4) Fraud; or 5) Dishonesty. 3. Deductible We will not pay for loss in any one "occurrence" until the amount of loss exceeds $1,000. The limits of insurance will not be reduced by the application of the deductible amount. We may pay any part or all of the deductible amount to effect settlement of any claim or"suit" and, upon notification of the action taken, you shall promptly reimburse us for such part of the deductible amount as has been paid by us. EXPANDED COVERAGE FOR TENANT'S PROPERTY AND PREMISES RENTED TO YOU The first paragraph after subparagraph (6) in Exclusion j., Damage to Property is amended to read as follows: Paragraphs (1), (3) and (4) of this exclusion do not apply to "property damage" (other than damage by fire) to premises, including the contents of such premises, rented to you. A separate limit of insurance applies to Damage To Premises Rented To You as described in Section III — Limits Of Insurance. CGL 088 (01 15) Includes copyrighted material of the Insurance Services Office, Inc.,with its permission. Page 8 of 14 Copyright 2015 FCCI Insurance Group DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 COMMERCIAL GENERAL LIABILITY CGL 088 (01 15) SECTION I -COVERAGES, SUPPLEMENTARY PAYMENTS—COVERAGE A and B is amended as follows: All references to SUPPLEMENTARY PAYMENTS—COVERAGES A and B are amended to SUPPLEMENTARY PAYMENTS—COVERAGES A, B, D, E, G, and H. 1. Cost of Bail Bonds Paragraph 1.b. is replaced with the following: b. Up to$2,500 for cost of bail bonds required because of accidents or traffic law violations arising out of the use of any vehicle to which the Bodily Injury Liability Coverage applies.We do not have to furnish these bonds. 2. Loss of Earnings Paragraph 1.d. is replaced with the following: d. All reasonable expenses incurred by the insured at our request to assist us in the investigation or defense of the claim or"suit", including actual loss of earnings up to $500 a day because of time off from work. SECTION II—WHO IS AN INSURED is amended as follows: 1. Incidental Malpractice Paragraph 2.a.(1)(d) is replaced with the following: (d) Arising out of his or her providing or failing to provide professional health care services. However, this exclusion does not apply to a nurse, emergency medical technician or paramedic employed by you to provide medical services, unless: (i) You are engaged in the occupation or business of providing or offering medical, surgical, dental, x-ray or nursing services, treatment, advice or instruction; or (ii) The "employee" has another insurance that would also cover claims arising under this provision, whether the other insurance is primary, excess, contingent or on any other basis. 2. Broadened Who Is An Insured The following are added to Paragraph 2.: Subsidiaries e. Your subsidiaries if: (1) They are legally incorporated entities; and (2) You own more than 50%of the voting stock in such subsidiaries as of the effective date of this policy. If such subsidiaries are not shown in the Declarations, you must report them to us within 180 days of the inception of your original policy. Additional Insureds f. Any person or organization described in paragraphs g. through k. below whom you are required to add as an additional insured on this policy under a written contract or agreement in effect during the term of this policy, provided the written contract or agreement was executed prior to the "bodily injury", "property damage" or"personal and advertising injury"for which the additional insured seeks coverage. However, the insurance afforded to such additional insured(s): (1) Only applies to the extent permitted by law; (2) Will not be broader than that which you are required by the contract or agreement to provide for such additional insured; (3) Will not be broader than that which is afforded to you under this policy; (4) Is subject to the conditions described in paragraphs g. through k. below; and (5) Nothing herein shall extend the term of this policy. CGL 088 (01 15) Includes copyrighted material of the Insurance Services Office, Inc.,with its permission. Page 9 of 14 Copyright 2015 FCCI Insurance Group DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 COMMERCIAL GENERAL LIABILITY CGL 088 (01 15) g. Owner, Lessor or Manager of Premises If the additional insured is an owner, lessor or manager of premises, such person or organization shall be covered only with respect to liability arising out of the ownership, maintenance or use of that part of any premises leased to you and subject to the following additional exclusions: (1) Any"occurrence"that takes place after you cease to occupy those premises; or (2) Structural alterations, new construction or demolition operations performed by or on behalf of such person or organization. h. State or Governmental Agency or Subdivision or Political Subdivision — Permits or Authorizations If the additional insured is the state or any political subdivision, the state or political subdivision shall be covered only with respect to operations performed by you or on your behalf for which the state or political subdivision has issued a permit or authorization. This insurance does not apply to: (1) "Bodily injury", "property damage", or "personal and advertising injury" arising out of operations performed for the federal government, state or municipality; or (2) "Bodily injury"or"property damage" included within the "products-completed operations hazard". i. Lessor of Leased Equipment If the additional insured is a lessor of leased equipment, such lessor shall be covered only with respect to liability for"bodily injury", "property damage"or"personal and advertising injury' caused, in whole or in part, by your maintenance, operation or use of equipment leased to you by such person(s)or organization(s). With respect to the insurance afforded to these additional insureds, this insurance does not apply to any"occurrence"which takes place after the equipment lease expires. j. Mortgagee, Assignee, or Receiver If the additional Insured is a mortgagee, assignee, or receiver of premises, such mortgagee, assignee or receiver of premises is an additional insured only with respect to their liability as mortgagee, assignee, or receiver and arising out of the ownership, maintenance, or use of the premises by you. This insurance does not apply to structural alterations, new construction and demolition operations performed by or for that person or organization. k. Vendor If the additional insured is a vendor, such vendor is an additional insured only with respect to "bodily injury"or"property damage" caused by"your products"which are distributed or sold in the regular course of the vendor's business, subject to the following additional exclusions: (1) The insurance afforded to the vendor does not apply to: (a) "Bodily injury"or"property damage"for which the vendor is obligated to pay damages by reason of the assumption of liability in a contract or agreement. This exclusion does not apply to liability for damages that the vendor would have in absence of the contract or agreement. (b) Any express warranty unauthorized by you; (c) Any physical or chemical change in "your product" made intentionally by the vendor; (d) Repackaging, unless unpacked solely for the purpose of inspection, demonstration, testing, or the substitution of parts under instructions from the manufacturer, and then repackaged in the original container; (e) Any failure to make such inspections, adjustments, tests or servicing as the vendor has agreed to make or normally undertakes to make in the usual course of business, in connection with the distribution or sale of the products; (f) Demonstration, installation, servicing or repair operations, except such operations performed at the vendor's premises in connection with the sale of the product; CGL 088 (01 15) Includes copyrighted material of the Insurance Services Office, Inc.,with its permission. Page 10 of 14 Copyright 2015 FCCI Insurance Group DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 COMMERCIAL GENERAL LIABILITY CGL 088 (01 15) (g) Products which, after distribution or sale by you, have been labeled or relabeled or used as a container, part or ingredient of any other thing or substance by or for the vendor; or (h) "Bodily injury"or"property damage" arising out of the sole negligence of the vendor for its own acts or omissions or those of its own acts or omissions or those of its employees or anyone else acting on its behalf. However, this exclusion does not apply to: i. The exceptions contained in Subparagraphs d. or f.; or ii. Such inspections, adjustments, tests or servicing as the vendor has agreed to make or normally undertakes to make in the usual course of business, in connection with the distribution or sale of the products. (2) This insurance does not apply to any insured person or organization,from whom you have acquired such products,or any ingredient, part or container, entering into, accompanying or containing such products. 3. Newly Formed or Acquired Organizations Paragraph 3. is amended as follows: a. Coverage under this provision is afforded until the end of the policy period. d. Coverage A does not apply to product recall expense arising out of any withdrawal or recall that occurred before you acquired or formed the organization. SECTION III — LIMITS OF INSURANCE is amended as follows: 1. Paragraph 2. is replaced with the following: 2. The General Aggregate Limit is the most we will pay for the sum of: a. Medical expenses under Coverage C; b. Damages under Coverage A, except damages because of"bodily injury" or"property damage" included in the "products-completed operations hazard"; c. Damages under Coverage B; d. Voluntary"property damage" payments under Coverage D; e. Care, Custody or Control damages under Coverage E.; and f. Lost Key Coverage under Coverage H. 2. Paragraph 5. is replaced with the following: 5. Subject to Paragraph 2. or 3. above, whichever applies, the Each Occurrence Limit is the most we will pay for the sum of: a. Damages under Coverage A; b. Medical expenses under Coverage C; c. Voluntary"property damage" payments under Coverage D; d. Care, Custody or Control damages under Coverage E; e. Limited Product Withdrawal Expense under Coverage F; f. Contractors Errors and Omissions under Coverage G.; and, g. Lost Key Coverage under Coverage H. because of all "bodily injury" and "property damage" arising out of any one "occurrence". 3. Paragraph 6. is replaced with the following: 6. Subject to Paragraph 5. above the Damage To Premises Rented To You Limit is the most we will pay under Coverage A for damages because of"property damage"to any one premises, while rented to you, CGL 088 (01 15) Includes copyrighted material of the Insurance Services Office, Inc.,with its permission. Page 11 of 14 Copyright 2015 FCCI Insurance Group DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 COMMERCIAL GENERAL LIABILITY CGL 088 (01 15) or in the case of damage by fire or explosion, while rented to you or temporarily occupied by you with permission of the owner. The Damage to Premises Rented to You Limit is the higher of the Each Occurrence Limit shown in the Declarations or the amount shown in the Declarations as Damage To Premises Rented To You Limit. 4. Paragraph 7. is replaced with the following: 7. Subject to Paragraph 5. above, the higher of$10,000 or the Medical Expense Limit shown in the Declarations is the most we will pay under Coverage C for all medical expenses because of"bodily injury' sustained by anyone person. 5. Paragraph 8. is added as follows: 8. Subject to Paragraph 5. above, the most we will pay under Coverage D. Voluntary Property Damage for loss arising out of any one "occurrence" is $1,500. The most we will pay in any one-policy period, regardless of the number of claims made or suits brought, is $3,000. 6. Paragraph 9. is added as follows: 9. Subject to Paragraph 5. above, the most we will pay under Coverage E. Care, Custody or Control for "property damage" arising out of any one "occurrence" is $1,000. The most we will pay in any one-policy period, regardless of the number of claims made or suits brought, is $5,000. 7. Paragraph 10. is added as follows: 10. Subject to Paragraph 5. above, the most we will pay under Coverage F. Limited Product Withdrawal Expense for"product withdrawal expenses" in any one-policy period, regardless of the number of insureds, "product withdrawals" initiated or number of"your products"withdrawn is $10,000. 8. Paragraph 11. is added as follows: 11. Subject to Paragraph 5. above, the most we will pay under Coverage G. Contractors Errors and Omissions for damage in any one-policy period, regardless of the number of insureds, claims or"suits" brought, or persons or organizations making claim or bringing "suits" is $10,000. For errors in contract or job specifications or in recommendations of products or materials to be used, this policy will not pay for additional costs of products and materials to be used that would not have been incurred had the correct recommendations or specifications been made. 9. Paragraph 12. is added as follows: 12. Subject to Paragraph 5. above, the most we will pay under Coverage H., Lost Key Coverage for damages arising out of any one occurrence is $50,000. 10. Paragraph 13. is added as follows: 13. The General Aggregate Limit applies separately to: a. Each of your projects away from premises owned by or rented to you; or b. Each "location" owned by or rented to you. "Location" as used in this paragraph means premises involving the same or connecting lots, or premises whose connection is interrupted only by a street, roadway, waterway or right-of-way of a railroad. 11. Paragraph 14. is added as follows: 14. With respect to the insurance afforded to any additional insured provided coverage under this endorsement: If coverage provided to the additional insured is required by a contract or agreement, the most we will pay on behalf of the additional insured is the amount of insurance: a. Required by the contract or agreement; or CGL 088 (01 15) Includes copyrighted material of the Insurance Services Office, Inc.,with its permission. Page 12 of 14 Copyright 2015 FCCI Insurance Group DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 COMMERCIAL GENERAL LIABILITY CGL 088 (01 15) b. Available under the applicable Limits of Insurance shown in the Declarations; whichever is less. This endorsement shall not increase the applicable Limits of Insurance shown in the Declarations. SECTION IV—COMMERCIAL GENERAL LIABILITY CONDITIONS is amended as follows: 1. Subparagraph 2.a. of Duties In The Event Of Occurrence, Offense, Claim, or Suit is replaced with the following: a. You must see to it that we are notified as soon as practicable of an "occurrence" or an offense which may result in a claim. This requirement applies only when the "occurrence"or offense is known to the following: (1) An individual who is the sole owner; (2) A partner, if you are a partnership or joint venture; (3) An "executive officer" or insurance manager, if you are a corporation; (4) A manager, if you are a limited liability company; (5) A person or organization having proper temporary custody of your property if you die; (6) The legal representative of you if you die; or (7) A person (other than an "employee")or an organization while acting as your real estate manager. To the extent possible, notice should include: (1) How, when and where the "occurrence"or offense took place; (2) The names and addresses of any injured persons and witnesses; and (3) The nature and location of any injury or damage arising out of the "occurrence"or offense. 2. The following is added to Subparagraph 2.b. of Duties In The Event Of Occurrence, Offense, Claim, or Suit: The requirement in 2.b.applies only when the "occurrence"or offense is known to the following: (1) An individual who is the sole owner; (2) A partner or insurance manager, if you are a partnership or joint venture; (3) An "executive officer" or insurance manager, if you are a corporation; (4) A manager or insurance manager, if you are a limited liability company; (5) Your officials, trustees, board members or insurance manager, if you are a not-for-profit organization; (6) A person or organization having proper temporary custody of your property if you die; (7) The legal representative of you if you die; or (8) A person (other than an "employee")or an organization while acting as your real estate manager. 3. The following is added to paragraph 2. of Duties in the Event of Occurrence, Offense, Claim or Suit: e. If you report an "occurrence" to your workers compensation carrier that develops into a liability claim for which coverage is provided by the Coverage Form, failure to report such an "occurrence"to us at the time of the "occurrence" shall not be deemed a violation of paragraphs a., b., and c. above. However, you shall give written notice of this "occurrence" to us as soon as you become aware that this "occurrence" may be a liability claim rather than a workers compensation claim. 4. Paragraph 6. is replaced with the following: 6. Representations CGL 088 (01 15) Includes copyrighted material of the Insurance Services Office, Inc.,with its permission. Page 13 of 14 Copyright 2015 FCCI Insurance Group DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 COMMERCIAL GENERAL LIABILITY CGL 088 (01 15) By accepting this policy, you agree: a. The statements in the Declarations are accurate and complete; b. Those statements are based upon representations you made to us; and c. We have issued this policy in reliance upon your representations. Any error or omission in the description of, or failure to completely describe or disclose any premises, operations or products intended to be covered by the Coverage Form will not invalidate or affect coverage for those premises, operations or products, provided such error or omission or failure to completely describe or disclose premises, operations or products was not intentional. You must report such error or omission to us as soon as practicable after its discovery. However, this provision does not affect our right to collect additional premium charges or exercise our right of cancellation or nonrenewal. 5. The following is added to paragraph 8. Transfer Of Rights Of Recovery Against Others To Us: However, we waive any right of recovery we may have because of payments we make for injury or damage arising out of your ongoing operations or"your work" included in the "products-completed operations hazard" under the following conditions: a) Only when you have agreed in writing to waive such rights of recovery in a contract or agreement; b) Only as to the person/entity as to whom you are required by the contract to waive rights of recovery; and c) Only if the contract or agreement is in effect during the term of this policy, and was executed by you prior to the loss. 6. Paragraph 10. is added as follows: 10. Liberalization If we revise this Coverage Form to provide more coverage without additional premium charge, your policy will automatically provide the additional coverage as of the day the revision is effective in the applicable state(s). CGL 088 (01 15) Includes copyrighted material of the Insurance Services Office, Inc.,with its permission. Page 14 of 14 Copyright 2015 FCCI Insurance Group DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 COMMERCIAL GENERAL LIABILITY CGL 084 (10 13) THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - AUTOMATIC STATUS WHEN REQUIRED IN CONSTRUCTION AGREEMENT WITH YOU - ONGOING OPERATIONS AND PRODUCTS-COMPLETED OPERATIONS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE FORM SCHEDULE OPTIONAL Name of Additional Insured Persons or Organizations (As required by written contract or agreement per Paragraph A. below.) Locations of Covered Operations (As per the written contract or agreement, provided the location is within the"coverage territory".) (Information required to complete this Schedule, if not shown above, will be shown in the Declarations.) A. Section II—Who Is An Insured is amended to include as an additional insured: 1. Any person or organization for whom you are performing operations when you and such person or organization have agreed in writing in a contract or agreement in effect during the term of this policy that such person or organization be added as an additional insured on your policy; and 2. Any other person or organization you are required to add as an additional insured under the contract or agreement described in Paragraph 1. above; and 3. The particular person or organization, if any, scheduled above. Such person(s)or organization(s) is an additional insured only with respect to liability for"bodily injury", "property damage" or"personal and advertising injury" occurring after the execution of the contract or agreement described in Paragraph 1. above and caused, in whole or in part, by: 1. Your acts or omissions; or 2. The acts or omissions of those acting on your behalf in the performance of your ongoing operations for the additional insured; or 3. Your work" performed for the additional insured and included in the"products-completed operations hazard" if such coverage is specifically required in the written contract or agreement. CGL 084 (10 13) Includes copyrighted material of the Insurance Services Offices, Inc.with its permission. Page 1 of 3 Copyright 2013 FCCI Insurance Group. DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 COMMERCIAL GENERAL LIABILITY CGL 084 (10 13) However, the insurance afforded to such additional insured(s)described above: 1. Only applies to the extent permitted by law; 2. Will not be broader than that which you are required by the contract or agreement to provide for such additional insured; 3. Will not be broader than that which is afforded to you under this policy; and 4. Nothing herein shall extend the term of this policy. B. The insurance provided to the additional insured does not apply to "bodily injury", "property damage" or "personal and advertising injury" arising out of the rendering of, or the failure to render, any professional architectural, engineering or surveying services, including: 1. The preparing, approving, or failing to prepare or approve, maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; or 2. Supervisory, inspection, architectural or engineering activities. C. This insurance is excess over any other valid and collectible insurance available to the additional insured whether on a primary, excess, contingent or any other basis; unless the written contract or agreement requires that this insurance be primary and non-contributory, in which case this insurance will be primary and non-contributory relative to insurance on which the additional insured is a Named Insured. D. With respect to the insurance afforded to these additional insureds, the following is added to Section III — Limits of Insurance: The most we will pay on behalf of the additional insured is the amount of insurance: 1. Required by the contract or agreement described in Paragraph A.1.; or 2. Available under the applicable Limits of Insurance shown in the Declarations; whichever is less. This endorsement shall not increase the applicable Limits of Insurance shown in the Declarations. E. Section IV—Commercial General Liability Conditions is amended as follows: The Duties In The Event of Occurrence, Offense, Claim or Suit condition is amended to add the following additional conditions applicable to the additional insured: An additional insured under this endorsement must as soon as practicable: 1. Give us written notice of an "occurrence" or an offense which may result in a claim or"suit' under this insurance, and of any claim or"suit'that does result; 2. Send us copies of all legal papers received in connection with the claim or"suit', cooperate with us in the investigation or settlement of the claim or defense against the "suit', and otherwise comply with all policy conditions; and 3. Tender the defense and indemnity of any claim or"suit' to any provider of other insurance which would cover the additional insured for a loss we cover under this endorsement and agree to make available all such other insurance. However, this condition does not affect Paragraph C. above. CGL 084 (10 13) Includes copyrighted material of the Insurance Services Offices, Inc.with its permission. Page 2 of 3 Copyright 2013 FCCI Insurance Group. DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 COMMERCIAL GENERAL LIABILITY CGL 084 (10 13) We have no duty to defend or indemnify an additional insured under this endorsement until we receive from the additional insured written notice of a claim or"suit'. F. This endorsement does not apply to any additional insured or project that is specifically identified in any other additional insured endorsement attached to the Commercial General Liability Coverage Form. CGL 084 (10 13) Includes copyrighted material of the Insurance Services Offices, Inc.with its permission. Page 3 of 3 Copyright 2013 FCCI Insurance Group. DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 COMMERCIAL GENERAL LIABILITY CG 20 01 04 13 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. PRIMARY AND NONCONTRIBUTORY - OTHER INSURANCE CONDITION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART The following is added to the Other Insurance (2) You have agreed in writing in a contract or Condition and supersedes any provision to the agreement that this insurance would be contrary: primary and would not seek contribution Primary And Noncontributory Insurance from any other insurance available to the additional insured. This insurance is primary to and will not seek contribution from any other insurance available to an additional insured under your policy provided that: (1) The additional insured is a Named Insured under such other insurance; and CG 20 01 04 13 © Insurance Services Office, Inc., 2012 Page 1 of 1 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 COMMERCIAL AUTO CAU 058 (05 19) THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. AUTO FIRST CHOICE COVERAGE ENDORSEMENT This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM NOTE: The following are additions, replacements and amendments to the Business Auto Coverage Form, and will apply unless excluded by separate endorsement(s) to the Business Auto Coverage Form. With respect to coverages provided by this endorsement, the provisions of the Business Auto Coverage Form apply unless modified by this endorsement. The Business Auto Coverage Form is amended as follows: SECTION II—COVERED AUTOS LIABILITY COVERAGE is amended as follows: A. Paragraph 1.Who Is An Insured in section A. Coverage is amended by the addition of the following: d. Any legally incorporated subsidiary of yours in which you own more than 50% of the voting stock on the effective date of this coverage form. However, "insured" does not include any subsidiary that is an "insured" under any other liability policy or would be an "insured" under such a policy but for its termination or the exhaustion of its limits of insurance. In order for such subsidiaries to be considered insured under this policy, you must notify us of such subsidiaries within 60 days of policy effective date. e. Any organization you newly acquire or form during the policy period, other than a partnership or joint venture, and over which you maintain sole ownership or a majority interest. However, coverage under this provision: (1) Does not apply if the organization you acquire or form is an "insured" under another liability policy or would be an "insured" under such a policy but for its termination or the exhaustion of its limits of insurance; (2) Does not apply to"bodily injury" or"property damage"that occurred before you acquired or formed the organization; and (3) Is afforded only for the first 90 days after you acquire or form the organization or until the end of the policy period, whichever comes first. f. Any person or organization who is required under a written contract or agreement between you and that person or organization, that is signed and executed by you before the "bodily injury" or"property damage" occurs and that is in effect during the policy period, to be named as an additional insured is an "insured"for Liability Coverage, but only for damages to which this insurance applies and only to the extent that person or organization qualifies as an "insured" under the Who Is An Insured provision contained in Section II. g. Any"employee" of yours using: (1) a covered "auto" you do not own, hire or borrow, or a covered "auto" not owned by an "employee" or a member of his or her household, while performing duties related to the conduct of your business or your personal affairs; or (2) an "auto" hired or rented under a contract or agreement in that"employee's" name, with your permission, while performing duties related to the conduct of your business. However, your "employee" does not qualify as an insured under this paragraph (2) while using a covered "auto" rented from you or from any member of the "employee's" household CAU 058 (05 19) Includes copyrighted material of the Insurance Services Office, Inc.,with its permission. Page 1 of 4 Copyright 2018 FCCI Insurance Group. QUOTE DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 COMMERCIAL AUTO CAU 058 (05 19) h. Your members, if you are a limited liability company, while using a covered "auto" you do not own, hire or borrow, while performing duties related to the conduct of your business or your personal affairs. B. Paragraphs (2) and (4) under section 2. Coverage Extensions, a. Supplementary Payments are deleted and replaced by the following: (2) Up to $3,000 for cost of bail bonds (including bonds for related traffic violations) required because of an "accident"we cover. We do not have to furnish these bonds. (4) All reasonable expenses incurred by the "insured" solely at our request, including actual loss of earnings up to$500 a day because of time off from work. C. Paragraph 5. under section B. Exclusions is deleted and replaced by the following: 5. Fellow Employee "Bodily injury" to: a. Any fellow"employee" of the"insured" arising out of and in the course of a fellow"employee's" employment or while performing duties related to the conduct of your business. However, this exclusion does not apply to your"employees"that are officers or managers if the"bodily injury" results from the use of a covered "auto"you own, hire or borrow. Coverage is excess over any other collectible insurance; or b. The spouse, child, parent, brother or sister of that fellow"employee" as a consequence of Paragraph a. above. SECTION III — PHYSICAL DAMAGE COVERAGE is amended as follows: A. Paragraph 4. Coverage Extensions under section A. Coverage is deleted and replaced by the following: 4. Coverage Extensions a. Transportation Expenses We will pay up to$50 per day to a total maximum of$1,500 for temporary transportation expense incurred by you due to covered loss to any covered auto. We will pay only for those covered "autos"for which you carry either Comprehensive or Specified Causes Of Loss Coverage. We will pay for temporary transportation expenses incurred during the period beginning 24 hours after a loss and ending, regardless of the policy's expiration,when the covered "auto" is returned to use or we pay for its"loss". b. Loss of Use Expenses For Hired Auto Physical Damage, we will pay expenses for which an "insured" becomes legally responsible to pay for loss of use of a vehicle rented or hired without a driver under a written rental contract or agreement. We will pay for loss of use expenses if caused by: (1) Other than collision only if the Declarations indicate that Comprehensive Coverage is provided for hired "autos"; (2) Specified Causes of Loss only if the Declarations indicate that Specified Causes of Loss Coverage is provided for hired "autos"; or (3) Collision only if the Declarations indicate that Collision Coverage is provided for hired "autos". However, the most we will pay for any expenses for loss of use to any one vehicle is $75 per day, to a total maximum of$1,500. B. The following is added to paragraph 4. Coverage Extensions under section A. Coverage: c. Fire Department Service Charge When a fire department is called to save or protect a covered "auto", its equipment, its contents, or occupants from a covered cause of loss, we will pay up to $1,000 for your liability for fire department service charges assumed by contractor or agreement prior to loss. No deductible applies to this additional coverage. CAU 058 (05 19) Includes copyrighted material of the Insurance Services Office, Inc.,with its permission. Page 2 of 4 Copyright 2018 FCCI Insurance Group. QUOTE DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 COMMERCIAL AUTO CAU 058 (05 19) d. Auto Loan/Lease Gap Coverage The following provisions apply: (1) If a long term leased "auto", under an original lease agreement, is a covered "auto" under this coverage form and the lessor of the covered "auto" is named as an additional insured under this policy, in the event of a total loss to the leased covered "auto", we will pay any unpaid amount due on the lease, less the amount paid under the Physical Damage Coverage Section of the policy; and less any: (a) Overdue lease or loan payments including penalties, interest, or other charges resulting from overdue payments at the time of the"loss"; (b) Financial penalties imposed under a lease for excessive use, abnormal wear and tear or high mileage; (c) Security deposits not refunded by the lessor; (d) Costs for extended warranties, Credit Life Insurance, Health Accident or Disability Insurance purchased with the loan or lease; and (e) Carry-over balances from previous loans or leases. (2) If an owned "auto" is a covered "auto" under this coverage form and the loss payee of the covered "auto" is named a loss payee under this policy, in the event of a total loss to the covered "auto", we will pay any unpaid amount due on the loan, less the amount paid under the Physical Damage Coverage Section of the policy; and less any; (a) Overdue loan payments at the time of the"loss"; (b) Costs for extended warranties, Credit Life Insurance, Health Accident or Disability Insurance purchased with the loan; and (c) Carry-over balances from previous loans. C. Paragraph 3. under section B. Exclusions is deleted and replaced by the following: 3. We will not pay for"loss" due and confined to: a. Wear and tear, freezing, mechanical or electrical breakdown b. Blowouts, punctures or other road damage to tires This exclusion does not apply to such "loss" resulting from the total theft of a covered "auto". However, this exclusion does not include the discharge of an airbag in a covered "auto" you own that inflates due to a cause other than a cause of"loss" set forth in Paragraphs A.1.b and A.1.c.but only: a. If that"auto" is a covered "auto"for Comprehensive Coverage under this policy; b. The airbags are not covered under any warranty; and c. The airbags were not intentionally inflated We will pay up to a maximum of$1,000 for any one "loss". D. Section D. Deductible is deleted and replaced by the following: D. Deductible For each covered "auto", our obligation to pay for, repair, return or replace damaged or stolen property will be reduced by the applicable deductible shown in the Declarations subject to the following: Any Comprehensive Coverage deductible shown in the Declarations does not apply to: (1) "Loss" caused by fire or lightning; and (2) "Loss"arising out of theft of your vehicle if your vehicle is equipped with an active GPS tracking system. CAU 058 (05 19) Includes copyrighted material of the Insurance Services Office, Inc.,with its permission. Page 3 of 4 Copyright 2018 FCCI Insurance Group. QUOTE DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 COMMERCIAL AUTO CAU 058 (05 19) (3) Glass damage if repaired rather than replaced. SECTION IV—BUSINESS AUTO CONDITIONS is amended as follows: A. The following is added to paragraph a. under section A. Loss Conditions, 2. Duties in the Event of Accident, Claim, Suit or Loss: This duty applies when the "accident", claim, "suit" or"loss" is first known to: (a) You, if you are an individual; (b) A partner, if you are a partnership; (c) An executive officer or insurance manager, if you are a corporation; or (d) A member or manager, if you are a limited liability company. B. Condition 5.Transfer of Rights of Recovery against Others to Us under section A. Loss Conditions is deleted and replaced by the following: 5. Transfer of Rights of Recovery against Others to Us If a person or organization to or for whom we make payment under this coverage form has rights to recover damages from another, those rights are transferred to us. That person or organization must do everything necessary to secure our rights and must do nothing after"accident"or"loss"to impair them. However, if the insured has waived rights to recover through a written contract, or if your work was commenced under a letter of intent or work order, subject to a subsequent reduction in writing of such a waiver with customers whose customary contracts require a waiver, we waive any right of recovery we may have under this coverage form. C. The following is added to Condition 2. Concealment, Misrepresentation or Fraud under section B. General Conditions: However, if you unintentionally fail to disclose any hazards at the inception of your policy, we will not deny coverage under this coverage form because of such failure. This provision does not affect our right to collect additional premium or exercise our right of cancellation or non-renewal. D. Paragraph b. of Condition 5. Other Insurance under section B. General Conditions is deleted and replaced by the following: b. For Hired Auto Physical Damage Coverage, the following are deemed to be covered "autos"you own; (1) Any covered "auto" you lease, hire, rent or borrow; and (2) Any covered "auto" hired or rented by your"employee" under a contract in that individual "employee's" name, with your permission, while performing duties related to the conduct of your business. However, any"auto"that is leased, hired, rented or borrowed with a driver is not a covered "auto", nor is any"auto" you hire from any of your"employees", partners (if you are a partnership), members (if you are a limited liability company), or members of their households. CAU 058 (05 19) Includes copyrighted material of the Insurance Services Office, Inc.,with its permission. Page 4 of 4 Copyright 2018 FCCI Insurance Group. QUOTE DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 COMMERCIAL AUT OM01311 E CAU 0,42(01 1), TN :I:S ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED DESIGNATED PERSON OR ORGANIZATION ISI! III ARY/NON-CO NiTRI BUTC RY COVERAGE This endorsement modifies insurance provided under the following, BUSINESS AUTO COVERAGE FORM This endorsement is subject to the terms, conditions, exclusions and any other provisions of the BUSINESS AUTO COVERAGE FORM or any endorsement attached thereto unless changes or additions are indicated below. For the purpose of this endorsement, Section Il. k 1. Who Is An Insured is amended: by adding the following, 1:. Any person or organization designated in the schedule below,is an"insured"for Liability Coverage but only to the extent that person or organization qualifies as an"jinsured" under the Who Is An Insured Provision contained in Section, IN of the Coverage Form. 2, This insurance is primary and non-contributory to other coverages of the person or organization shown in the Schedule when so required in: a written contract or agreement that is executedprior to the loss for which coverage is sought. SCHEDULE Name of Person or Organization: Any person or organization who is required under a written contract or agreement between you and that person or i organization„ that is signed and executed by you before the ?bodily inj:ulry? or ?'property damage?occurs and that is in effect during the policy period, CAU:042(01 1:15) Includes copyrighted material of the Insurance Services Office, Inc,,with its permission. Page 1 of 1 Copyright 2013 FOCI Insurance,Group. hsured Copy DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Tepvxcomutual 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 5/17/22 at 12:01 a.m.standard time,forms a part of: Policy no. 0001306815 of Texas Mutual Insurance Company effective on 5/17/22 Issued to: JE CONSTRUCTION SERVICES LLC 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:C9990AD4-3391-4F51-819E-196F69504900 00 61 13 PERFORMANCE BOND BOND NO. 1001191133 Contractor as Principal Surety Name: JE Construction Services,LLC. Name: U.S.Specialty Insurance Company Mailing address(principal place of business): Mailing address(principal place of business): 7505 Up River Road 13403 Northwest Freeway Corpus Christi,Texas 78409 Houston, TX 77040 Physical address(principal place of business): Owner 13403 Northwest Freeway Name: City of Corpus Christi,Texas Houston, TX 77040 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: Texas 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): Project No.21057 (713)462-1000 Waldron Rd. (Purdue to SPID)Bond 2020 Telephone(for notice of claim): 972.772.7220 Local Agent for Surety Name: Robert G. Kanuth Award Date of the Contract: September 20,2022 Address: 2255 Ridge Rd., Ste 333 Contract Price: $2,290,539.00 Rockwall,TX 75087 Bond Telephone: 972.772.7220 Email Address: Rob.Kanuth@kandsins.com Date of Bond: September 23, 2022 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 Waldron Rd.(Purdue to SPID) Bond 2020 Project No.21057 6/11/2021 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 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 Principal faithfully 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 same extent as if it were copied at length herein. Venue shall lie exclusively in Nueces County, Texas for any legal action. Contractor as Principal 1E Construction Services, LLC Surety U.S. Specialty Insurance Company Signature: Signature: Name: Dv4nW Name: Robert G. Kanuth Title: y( Title: Attorney-in-Fact Email Address: cA c%P,,0N4 eC.S. CSC. Email Address: Rob.Kanuth@kandsins.com (Attach Power of Attorney and place surety seal below) I END OF SECTION Performance Bond 006113-2 Waldron Rd.(Purdue to SPID) Bond 2020 Project No.21057 6/11/2021 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 I TOKIOMARINE NCC POWER OF ATTORNEY AMERICAN CONTRACTORS INDEMNITY COMPANY TEXAS BONDING COMPANY UNITED STATES SURETY COMPANY U.S.SPECIALTY INSURANCE COMPANY KNOW ALL MEN BY THESE PRESENTS: That American Contractors Indemnity Company, a California corporation, Texas Bonding Company, an assumed name of American Contractors Indemnity Company, United States Surety Company, a Maryland corporation and U.S. Specialty Insurance Company, a Texas corporation (collectively, the"Companies"), do by these presents make, constitute and appoint: Johnny Moss, Jay Jordan, Tony Fierro, Jeremy Barnett, Jade Porter, Mistie Beck, Robert G. Kanuth or Jarrett Willson of Rockwall,Texas its true and lawful Attorneys)-in-fact, each in their separate capacity if more than one is named above, with full power and authority hereby conferred in its name, place and stead, to execute, acknowledge and deliver any and all bonds, recognizances, undertakings or other instruments or contracts of suretyship to include riders, amendments, and consents of surety, providing the bond penalty does not exceed *****Ten Million***** Dollars (***$10,000,000.00*** ). This Power of Attorney shall expire without further action on January 31st, 2024.This Power of Attorney is granted under and by authority of the following'resolutions adopted by the Boards of Directors of the Companies: Be it Resolved,that the President,any Vice-President,any Assistant Vice-President,any Secretary or any Assistant Secretary shall be and is hereby vested with full power and authority to appoint any one or more suitable persons as Attorney(s)-in-Fact to represent and act for and on behalf of the Company subject to the following provisions: Attorney-in-Fact may be given full power and authority for and in the name of and on behalf of the Company,to execute,acknowledge and deliver,any and all bonds, recognizances, contracts, agreements or indemnity and other conditional or obligatory undertakings, including any and all consents for the release of retained percentages and/or final estimates on engineering and construction contracts, and any and all notices and documents canceling or terminating the Company's liability thereunder,and any such instruments so executed by any such Attorney-in-Fact shall be binding upon the Company as if signed by the President and sealed and effected by the Corporate Secretary. Be it Resolved,that the signature of any authorized officer and seal of the Company heretofore or hereafter affixed to any power of attorney or any certificate relating thereto by facsimile,and any power of attorney or certificate bearing facsimile signature or facsimile seal shall be valid and binding upon the Company with respect to any bond or undertaking to which it is attached. IN WITNESS WHEREOF,The Companies have caused this instrument to be signed and their corporate seals to be hereto affixed,this 23r1l day of September, 2021, AMERICAN CONTRACTORS INDEMNITY COMPANY TEXAS BONDING COMPANY UNITED STATES SURETY COMPANY U.S.SPECIALTY INSURANCE COMPANY 1f111 .aSpRCTOryS` piU�UG t. FS SURA E'�n State Of California '� BiCtlN'GN4 Cu k �� 7'....p Hsi%%% B 6E1 F 25 649 W Y S County of Los Angeles ti ' , y acrvoHaa .` ' Daniel P.Aguilar,Vice President A Notary Public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document On this 23rd day of September, 2021, before me, D. Littlefield, a notary public, personally appeared Daniel P. Aguilar, Vice President of American Contractors Indemnity Company,Texas Bonding Company, United States Surety Company and U.S. Specialty Insurance Company who proved to me on the basis of satisfactory,evidence to be the,person whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his authorized capacity, and that by his signature on the instrument the person, or the entity upon behalf of which the person acted,executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. 0.41TT6EF1E40 WITNESS my hand and offs ' 1 seal. Notary public-capror„i [ LOS Angeles'Cnunry commission#2320307 Signature (seal) *my Comm.Expires Jap 31,2014 �' 1, Kio Lo, Assistant Secretary o American Contractors Indemnity Company, Texas Bonding Company, United States Surety Company and U.S. Specialty Insurance Company,do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney, executed by said Companies,which is still in full force and effect; furthermore,the resolutions of the Boards of Directors, set out in the Power of Attorney are in full force and effect. I itne s Whereo f°have ereu o set my h nt d affixed the seals of se�!d Companies at Los Angeles, California this day of Corporate Seals r ���ancraRsy� �6 a irr< �1�a �tt r� o ,y6 Bond No. ! r Agency No. 17042 °����� w,� ?w,. ,uv� �7 r Kio Lo, Assi Secretary u:r�iaaa ,n )F r.r .`' �� HCCSMANPOA09/2021 visit tmhcc.com/surety for more information DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 00 61 16 PAYMENT BOND BOND NO. 1001191133 Contractor as Principal Surety Name: JE Construction Services,LLC. Name: U.S. Specialty Insurance Company Mailing address(principal place of business): Mailing address(principal place of business): 7505 Up River Road 13403 Northwest Freeway Corpus Christi,Texas 78409 Houston, TX 77040 Physical address(principal place of business): Owner 13403 Northwest Freeway Houston, TX 77040 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: Texas 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): Project No. 21057 (713)462-1000 Waldron Rd. (Purdue to SPID)Bond 2020 Telephone(for notice of claim): 972.772.7220 Local Agent for Surety Name: Robert G. Kanuth Award Date of the Contract: September 20,2022 Address: 2255 Ridge Rd., Ste 333 Contract Price: $2,290,539.00 Rockwall, TX 75087 Telephone: 972.772.7220 Bond Email Address: Rob.Kanuth@kandsins.com Date of Bond: September 23, 2022 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 Waldron Rd.(Purdue to SPID) Bond 2020 Project No.21057 6/11/2021 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 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 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 same extent as if it were copied at length herein. Venue shall lie exclusively in Nueces County, Texas for any legal action. Contractor as Principal 1E Construction Services, LLC Surety U.S. Specialty Insurance Company Signature: —� Signature:' "- Name: Name: R—ol�ert G. Kanuth Title: Title: Attorney-in-Fact Email Address: a, }-cDj 5.CC` Email Address: Rob.Kanuth@kandsins.com (Attach Power of Attorney and place surety seal below) END OF SECTION Payment Bond Form 006116-2 Waldron Rd.(Purdue to SPID) Bond 2020 Project No.21057 6/11/2021 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 l TOKIO MARL NE I-I C C POWER OF ATTORNEY AMERICAN CONTRACTORS INDEMNITY COMPANY TEXAS BONDING COMPANY UNITED STATES SURETY COMPANY U.S.SPECIALTYINSURANCE COMPANY KNOW ALL MEN BY THESE PRESENTS: That American Contractors Indemnity Company, a California corporation, Texas Bonding Company, an assumed name of American Contractors Indemnity Company, United States Surety Company, a Maryland corporation and U.S. Specialty Insurance Company, a Texas corporation (collectively, the"Companies"), do by these presents make, constitute and appoint: Johnny Moss, Jay Jordan, Tony Fierro, Jeremy Barnett, Jade Porter, Mistie Beck, Robert G. Kanuth or Jarrett Willson of Rockwall, Texas its true and lawful Attorney(s)-in-fact, each in their separate capacity if more than one is named above, with full power and authority hereby conferred in its name, place and stead, to execute, acknowledge and deliver any and all bonds, recognizances, undertakings or other instruments or contracts of suretyship to include riders, amendments, and consents of surety, providing the bond penalty does not exceed *****Ten Million***** Dollars (***$10,000,000.00*** ). This Power of Attorney shall expire without further action on January 31St, 2024.'This Power of Attorney is granted under and by authority of the following resolutions adopted by the Boards of Directors of the Companies: Be it Resolved,that the President, any Vice-President, any Assistant Vice-President,any Secretary or any Assistant Secretary shall be and is hereby vested with full power and authority to appoint any one or more suitable persons as Attorneys)-in-Fact to represent and act for and on behalf of the Company subject to the following provisions: Attorney-in-Fact may be given full power and authority for and in the name of and on behalf of the Company,to execute,acknowledge and deliver,any and all bonds, recognizances, contracts, agreements or indemnity and other conditional or obligatory undertakings, including any and all consents for the release of retained percentages and/or final estimates on engineering and construction contracts, and any and all notices and documents canceling or terminating the Company's liability thereunder,and any such instruments so executed by any such Attorney-in-Fact shall be binding upon the Company as if signed by the President and sealed and effected by the Corporate Secretary. Be it Resolved,that the signature of any authorized officer and seal of the Company heretofore or hereafter affixed to any power of attorney or any certificate relating thereto by facsimile,and any power of attorney or certificate bearing facsimile signature or facsimile seal shall be valid and binding upon the Company with respect to any bond or undertaking to which it is attached. IN WITNESS WHEREOF,The Companies have caused this instrument to be signed and their corporate seals to be hereto affixed,this 23rd day of September, 2021. AMERICAN CONTRACTORS INDEMNITY COMPANY TEXAS BONDING COMPANY UNITED STATES SURETY COMPANY U.S.SPECIALTY INSURANCE COMPANY �atienCroas�m w�ar�irvE ru ,�0�g��F�� c>����' State of California `a Jx� County of Los Angeles ` ti p Sr �"1 '}ry F.j�. By: C �46�6 ePM i f k Daniel P.Aguilar,Vice President A Notary Public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accurac , or validity of that document On this 23rd day of September, 2021, before me, D. Littlefield, a notary public, personally appeared Daniel P. Aguilar, Vice President of American Contractors Indemnity Company,Texas Bonding Company, United States Surety Company and U.S. Specialty Insurance Company who proved to me on the basis of satisfactory evidence to be the,person whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his authorized capacity, and that by his signature on the instrument the person, or the entity upon behalf of which the person acted,executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. 0,1ITLEFiEW WITNESS my hand and offs I seal Notary,public•Calffomla fM Los Angeles County Commission p 2320307 Y Comm.Expires Jan 31,202X Signature (seal) I, Kio Lo, Assistant Secretary op American Contractors Indemnity Company, Texas Bonding Company, United States Surety Company and U.S. Specialty Insurance Company,do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney, executed by said Companies,which is still in full force and effect;furthermore,the resolutions of the Boards of Directors, set out in the Power of Attorney are in full force and effect. MNNne Wher f;I ha e her unto s # m nd affixed the seals of said Companies at Los Angeles, California this day of cokJy ) pGio 't)ir�� 'sW msu Corporate Seals Bond No. U• RiLONPONiQR W..BE,-D 140 Agency No. 17042 `„c�41FpR,,v,� Kio Lo, Assi Secretary HCCSMANPOA09/2021 visit tmhcc.com/surety for more infcr'rngtiu DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 U.S. Specialty Insurance Company TEXAS COMPLAINT NOTICE IMPORTANT NOTICE AVISO IMPORTANTE 1. To obtain information or make a complaint: Para obtener informacion o para someter una queja: 2. You may contact your agent. Puede comunicarse con su agente. 3. You may call the company's toll free telephone Usted puede llamar al numero de telefono gratis number for information or to make a complaint at: de la compania's para informacion o para someter una queja al: 1-800-486-6695 1-800-486-6695 4. You may also write to the company at: Usted tambien puede escribir a la compania: 801 S. Figueroa Street, Suite 700 801 S. Figueroa Street, Suite 700 Los Angeles, CA 90017 Los Angeles,CA 90017 5. You may contact the Texas Department of Puede comunicarse con el Departamento de Insurance to obtain information on companies, Seguros de Texas para obtener informacion acerca coverages, rights, or complaints at: de companias,coberturas,derechos, o quejas al: 1-800-252-3439 1-800-252-3439 6. You may write to the Texas Department of Puede escribir al Departarnento de Seguros de Insurance at: Texas al: Consumer Protection(111-1A) Consumer Protection(I 11-1 A) P.O. Box 149091 P.O. Box 149091 Austin,TX 78714-9091 Austin,TX 78714-9091 Fax No. (512) 490-1007 Fax No.(512)490-1007 Web:http://www.tdi.texas.gou Web: http://www.tdi.state.tx.us E-mail: ConsumerProtection(@tdi.texas.gov E-mail: ConsumerProtection@tdi.texas.gou 7. PREMIUM OR CLAIM DISPUTES: DISPUTAS SOBRE PRIMAS O RECLAMOS: Should you have a dispute concerning your Si tiene una disputa concerniente a su prima o a premium or about a claim you should contact the un reclamo, Bebe comunicarse con el agente o la agent or the company first. If the dispute is not compania primero. Si no se resuelve la disputa, resolved,you may contact the Texas Department puede entonces comunicarse con el departamento of Insurance. (TDI). 8. ATTACH THIS NOTICE TO YOUR POLICY UNA ESTE AVISO A SU POLIZA This notice is for information only and does not Esta aviso es solo para proposito de informacion y become a part or condition of the attached no se convierte en parte o condicion del document. documento adjunto. HCCSTXb10008/10 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 0 °b�nnwo�Ay"v 1852 00 52 23 AGREEMENT This Agreement, for the Project awarded on September 20, 2022, is between the City of Corpus Christi (Owner) and JE Construction Services, LLC (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: Waldron Road (Purdue Road to SPID) Bond 2020 Proiect No.21057 ARTICLE 2—DESIGNER AND OWNER'S AUTHORIZED REPRESENTATIVE 2.01 The Project has been designed by: Halff Associates, Inc. 711 N. Carancahua St. Suite 1190 Corpus Christi,Texas 78401 teverett@halff.com (R.Thomas Everett II, P.E.) 2.02 The Owner's Authorized Representative for this Project is: Brett Van Hazel Assistant Director of Engineering Services: Construction Management City of Corpus Christi 4917 Holly Road#5 Corpus Christi,TX 78411 brettvh@cctexas.com ARTICLE 3—CONTRACT TIMES 3.01 Contract Times A. The Work is required to be substantially completed within 210 days after the date when the Contract Times commence to run as provided in the Notice to Proceed and is to be completed Agreement 005223-1 Waldron Road (Purdue Road to SPID) Bond 2020- Project No.21057 Rev 12/2021 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 and ready for final payment in accordance with Paragraph 17.16 of the General Conditions within 240 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. 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$900.00 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$180.00 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 $ 2,290,539.00 Agreement 005223-2 Waldron Road (Purdue Road to SPID) Bond 2020- Project No.21057 Rev 12/2021 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 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 Waldron Road (Purdue Road to SPID) Bond 2020-Project No.21057 Rev 12/2021 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 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 Waldron Road (Purdue Road to SPID) Bond 2020-Project No.21057 Rev 12/2021 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 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. 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 Waldron Road (Purdue Road to SPID) Bond 2020-Project No.21057 Rev 12/2021 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 ARTICLE 10—CONTRACT DOCUMENT SIGNATURES ATTEST ��S F.�APPUS CHRISTI DocuSigned by ' rte' 10/3/2022 10/3/2022 ----�57k�'9'@�ST9#3` ... FSFCRFF93GFP4A0 Rebecca Huerta Jeffrey Edmonds, P.E. City Secretary Director of Engineering Services M2022-147 AUTHORIZED 9-20-2022 APPROVED AS TO LEGAL FORM: BY COUNCIL L uSigned by: �r+DS �WA'4 10/3/2022 �C1 Assistant City Attorney ATTEST(IF CORPORATION) COI�TRSQ►CTgR :: 9/28/2022 C U igned y �a�a� ... (Seal Below) By: Grant Dietze Note: Attach copy of authorization to sign if Title: Vice President person signing for CONTRACTOR is not President, Vice President, Chief Executive Officer, or Chief 7505 Up River Road Financial Officer Address Corpus Christi Texas 78409 City State Zip 361-289-2901 361-289-2904 Phone Fax grant@jecs.cc EMail END OF SECTION Agreement 005223-6 Waldron Road (Purdue Road to SPID) Bond 2020- Project No.21057 Rev 12/2021 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 00 30 01 BID IF IRM project Name: Waldron Road-From Purdue Road to SPID _... ..._.................._ ....................... Project ..... Number: 21.057 __.... ................................................................................................................................... Owner: City of Corpus Christi ._.......�...................................................................... CSAR: Designer: Fialff Associates,Inc. By its signature below,(Bidder accepts all of the teras and conditions of the Bid Acknowledgement,acknowledges receipt of all Addenda to the(Bid and agrees,if this Bid is accepted,to eater into a Contract with the Owner and complete the Work in accordance with the Contact Documents for the Bid price. Bidder: 71"S C4..>J X11 C1 rid C _ _watt tegrrt acme of Bidder) Signature: (signature of person with authority to bind the Bidder) Narne. x�' �g" _ (printed name of person signing id Form) Title: � � ��� (title of persona signing Bid Form) Attest: TM ,..,m.., . .w.a, (signature) State of Residency:_ Federal Tx ID No. Address for notices: _ C" &Lp nAY4-xw 440CL Phone; i Ernai[: ° ._ _ _ x OC TP r ....w it a'10dy1tii, fi0MAIL , 6ud7)2022 TBP-'FIRM#IF-31.2 Btd Foran 00 30 01. Page 1 of 3 Waldron IRoad-IFrorn Purdue IRoad to SPID,Bond 2020,Protect.Number 21.0.57 Rev 8/201.9 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 ID)Bond 2020 Report Created On:8/17/22 8:08:10 PM BID TOTALS BASE BID Total Part A-GENERAL $314,435.00 Part B-STREET IMPROVEMENTS $1,627,159.00 Part C-STORM WATER IMPROVEMENTS $284,965.00 Part D-WATER IMPROVEMENTS $17,390.00 Part E-WASTEWATER IMPROVEMENTS $41,390.00 Part F-GAS IMPROVEMENTS $5,200.00 Total $2,290,539.00 Part A-GENERAL No. Description Unit Qty Unit Price Ext Price Al Mobilization(Max. 5%of Part A) AL 1 $15,000.00 $15,000.00 A2 Bonds&Insurance AL 1 $26,000.00 $26,000.00 A3 Temporary Traffic Control MO 8 $12,000.00 $96,000.00 A4 Temporary Intersection Signal EA 2 $17,000.00 $34,000.00 Adjustments(All Phases of Traffic Control) A5 Temporary Traffic Message Board EA 2 $23,000.00 $46,000.00 (WANCO Metro Compact Message Sign) A6 Temporary Traffic Control Design by a LS 1 $32,000.00 $32,000.00 Professional Engineer(All Phases) A7 Storm Water Pollution Prevention Plan LS 1 $10,000.00 $10,000.00 A8 Survey Monument EA 2 $1,200.00 $2,400.00 A9 Ozone Advisory Day DAY 1 $1.00 $1.00 A10 Block Sodding SY 618 $13.00 $8,034.00 All Exploratory Excavation(Up to 6-ft of LF 100 $200.00 $20,000.00 Cover) Al2 Allowance for Unanticipated AL 1 $10,000.00 $10,000.00 Environmental Issues A13 Allowance for Unanticipated Signal AL 1 $15,000.00 $15,000.00 Improvements Subtotal:$314,435.00 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 ID)Bond 2020 Report Created On:8/17/22 8:08:10 PM Part B-STREET IMPROVEMENTS No. Description Unit Qty Unit Price Ext Price B1 Mobilization(Max. 5%of Part B) AL 1 $42,200.00 $42,200.00 B2 Concrete Panel Replacement Pavement SY 2406 $138.00 $332,028.00 Section No. 1 B3 Concrete Panel Replacement Pavement SY 4332 $158.00 $684,456.00 Section No. 2- Utilities B4 Concrete Panel Replacement Pavement SY 500 $61.00 $30,500.00 Section No. 3-Cement Stabilized Sand Subgrade Only B5 Concrete Panel joint Restoration LF 69400 $3.50 $242,900.00 B6 Concrete Driveway Replacement(2- SF 750 $17.00 $12,750.00 Driveway Placeholder) B7 Asphalt Pavement Repair SY 81 $120.00 $9,720.00 B8 Existing AT&T/AEP Manhole EA 8 $800.00 $6,400.00 Adjustments(if necessary) B9 Refl Pav Mrk TY I(Y)4"(DBL)(090 MIL) LF 650 $1.00 $650.00 B10 Refl Pav Mrk TY I(Y)4"(SLD)(090 MIL) LF 12151 $1.00 $12,151.00 B11 Refl Pav Mrk TY I(Y)4"(BRK)(090 MIL) LF 12151 $1.00 $12,151.00 B12 Refl Pav Mrk TY I(W)4"(BRK)(090 MIL) LF 13296 $1.00 $13,296.00 B13 Refl Pav Mrk TY I(W)8"(SLD)(090 MIL) LF 672 $1.00 $672.00 B14 Refl Pav Mrk TY I(BLACK)4"(SHADOW) LF 13254 $1.00 $13,254.00 (090 M I Q B15 Refl Pav Mrk TY C Heat Applied Prefab LF 4288 $4.00 $17,152.00 Preformed Thermoplastic(BLACK)6" (SLD)(125 MIL)(Crosswalk and Stop Bar Contrast) B16 Refl Pav Mrk TY C Heat Applied Prefab LF 61 $10.00 $610.00 Preformed Thermoplastic(W)18"(SLD) (125 MIQ(School Zone Bar) B17 Refl Pav Mrk TY C Heat Applied Prefab LF 2083 $15.00 $31,245.00 Preformed Thermoplastic(W)24"(SLD) (125 MIL)(Crosswalk and Stop Bar) B18 Refl Pav Mrk TY C Heat Applied Prefab EA 8 $540.00 $4,320.00 Preformed Thermoplastic(W)PED XING (125 MIL)W/BLACK CONTRAST DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 ID)Bond 2020 Report Created On:8/17/22 8:08:10 PM B19 Refl Pav Mrk TY C Heat Applied Prefab EA 4 $920.00 $3,680.00 Preformed Thermoplastic(W)PED XING AHEAD(125 MIL)W/BLACK CONTRAST B20 Refl Pav Mrk TY I(W)(ARROW)(125 MIL) EA 19 $260.00 $4,940.00 W/BLACK CONTRAST B22 Refl Pav Mrk TY I(W)(WORD)(125 MIL) EA 7 $320.00 $2,240.00 W/BLACK CONTRAST B22 Refl Pav MrkrTY II A-A EA 337 $4.00 $1,348.00 B23 Refl Pav MrkrTY II B-B EA 34 $4.00 $136.00 B24 Refl Pav Mrkr TY I -C EA 200 $4.00 $800.00 B25 Rumble Strip Set for 1 Travel Lane EA 24 $190.00 $4,560.00 B26 Removal of Existing Striping and LS 1 $9,500.00 $9,500.00 Pavement Markers B27 Remove SM RD SN SUP&AM EA 5 $160.00 $800.00 B28 Furnish and Install Roadside Traffic Sign EA 14 $1,050.00 $14,700.00 and Sign Support Assembly(Triangular Slipbase) B29 Allowance for Unanticipated Street AL 1 $118,000.00 $118,000.00 Improvements(includes but not limited to ADA and IT Conduit improvements) Subtotal: $1,627,159.00 Part C-STORM WATER IMPROVEMENTS No. Description Unit Qty Unit Price Ext Price C1 Mobilization(Max. 5%of Part C) AL 1 $2,000.00 $2,000.00 C2 Concrete Panel Replacement Pavement SY 106 $158.00 $16,748.00 Section No. 2- Utilities(Storm Water) C3 Curb Inlet Top Replacement EA 19 $3,800.00 $72,200.00 C4 6-inch Concrete Curb Pavement Section LF 593 $44.00 $26,092.00 (2-feet wide)No. 1 C5 6-inch Concrete Curb Pavement Section LF 1975 $45.00 $88,875.00 (2-feet wide)No. 2- Utilities C6 Existing Storm Water Manhole EA 23 $2,500.00 $57,500.00 Adjustments(if necessary) C7 6-inch Concrete Curb on existing LF 210 $55.00 $11,550.00 concrete panel(Placeholder) DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 ID)Bond 2020 Report Created On:8/17/22 8:08:10 PM C8 Allowance for Unanticipated Storm AL 1 $10,000.00 $10,000.00 Water Improvements Subtotal:$284,965.00 Part D-WATER IMPROVEMENTS No. Description Unit Qty Unit Price Ext Price D1 Mobilization(Max. 5%of Part D) AL 1 $500.00 $500.00 D2 Concrete Panel Replacement Pavement SY 55 $158.00 $8,690.00 Section No. 2- Utilities(Water) D3 Existing Water Valve Adjustments(if EA 9 $800.00 $7,200.00 necessary) D4 Allowance for Unanticipated Water AL 1 $1,000.00 $1,000.00 Improvements Subtotal: $17,390.00 Part E-WASTEWATER IMPROVEMENTS No. Description Unit Qty Unit Price Ext Price E1 Mobilization(Max. 5%of Part E) AL 1 $2,000.00 $2,000.00 E2 Concrete Panel Replacement Pavement SY 55 $158.00 $8,690.00 Section No. 2- Utilities(Wastewater) E3 Existing Wastewater Manhole EA 9 $3,300.00 $29,700.00 Adjustments(if necessary) E4 Allowance for Unanticipated AL 1 $1,000.00 $1,000.00 Wastewater Improvements Subtotal: $41,390.00 Part F-GAS IMPROVEMENTS No. Description Unit Qty Unit Price Ext Price F1 Mobilization(Max. 5%of Part F) AL 1 $200.00 $200.00 F2 Allowance for Unanticipated Gas AL 1 $5,000.00 $5,000.00 improvements Subtotal: $5,200.00 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 CONTRACT DOCUMENTS FOR CONSTRUCTION OF Waldron Road ( From Purdue Road to SPID) Bond 2020 PROJECT NUMBER 21057 01 f u r l ETT H ..136374 V _ ... 1 Halff Associates, Inc. 711 N. Carancahua Street, Suite 1190, Corpus Christi, TX 78401 (361)-400-4600 f"'%0 OF CHC1k1«AS YERE1 i tl %*.............................*..� r .. „,,..,...,..«.«»«¢ «:•°°� CHRISTOPHER D. CARON .o° 136374 «,�<•.`�j, ro....... ....... . ...........i i� .,80168 '0%. �q/ST�F SSS/ 6/7/2022 Record Drawing Number: STR-986 6/7/2022 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 00 01 00 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(Rev 6-2021) 00 73 00 Supplementary Conditions(Rev4-2022) 00 74 00 Special Conditions for [Name of Program] (Rev 10-2018) Division 01 General Requirements 01 11 00 Summary of Work(Rev 10-2018) 01 23 10 Alternates and Allowances(Revs-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(Rev 8-2019) 01 57 00 Temporary Controls(Rev 8-2019) Part S Standard Specifications 020 100 Survey Monuments 022 020 Excavation and Backfill for Utilities 022 040 Street Excavation 022 080 Embankment 022 100 Select Material 022 420 Silt Fence 025205 Pavement Repair, Curb, Gutter, Sidewalk, and Driveway Replacement 025223 Crushed Limestone Flexible Base 025404 Asphalts, Oils, and Emulsions Table of Contents 000100-1 Waldron Road—From Purdue Road to SPID, Bond 2020, Project Number 21057 Rev 5/2021 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Division/ Title Section 025412 Prime Coat 025424 Hot Mix Asphalt Concrete Pavement 025608 Inlets 025620 Portland Cement Concrete Pavement 025802 Temporary Traffic Controls During Construction 025803 Traffic Signal Adjustments 025805 Work Zone Pavement Markings 025807 Pavement Markings (Paint and Thermoplastic) 025813 Preformed Thermoplastic Striping, Words and Emblems 025816 Raised Pavement Markers 025818 Reference Specification—TxDOT DMS-4200 Pavement Markers (Reflectorized) 025828 Reference Specification—TxDOT DMS-6130 Bituminous Adhesive for Pavement Markers 026411 Gate Valves for Waterlines 027202 Manholes 028 040 Sodding 030 020 Portland Cement Concrete 032 020 Reinforcing Steel 038 000 Concrete Structures 055 420 Frames, Grates, Rings and Covers Part T Technical Specifications TxDOT Item 713 Cleaning and Sealing Joints and Cracks (Concrete Pavement) Appendix All Testing Reports as Applicable A Subsurface Investigation and Geotechnical Recommendations B Supplement No. 1 for Subsurface Investigation and Geotechnical Recommendations Fc-- Radius Report(Environmental Site Assessment) END OF SECTION Table of Contents 000100-2 Waldron Road—From Purdue Road to SPID, Bond 2020, Project Number 21057 Rev 5/2021 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 000102 LIST OF DRAWINGS SHEET LIST TABLE Sheet Number Sheet Title 1 COVER SHEET 2 PROJECT LOCATION MAP AND CONTROL POINT LAYOUT 3 ESTIMATED QUANTITIES SUMMARY AND TESTING SCHEDULE 4 GENERAL NOTES AND LEGEND SHEET 5 TYPICAL SECTION 6 STORM WATER BASE MAP 7 WATER BASE MAP 8 WASTEWATER BASE MAP 9 GAS BASE MAP 10 EXISTING CONDITIONS STA 1+00 (BEGIN)TO 10+50 11 EXISTING CONDITIONS STA 10+50 TO 20+50 12 EXISTING CONDITIONS STA 20+50 TO 30+50 13 EXISTING CONDITIONS STA 30+50 TO 40+50 14 EXISTING CONDITIONS STA 40+50 TO 50+50 15 EXISTING CONDITIONS STA 50+50 TO 60+50 16 EXISTING CONDITIONS STA 60+50 TO 70+50 17 EXISTING CONDITIONS STA 70+50 TO END 18 PROPOSED PANEL REPLACEMENT STA 1+00 (BEGIN)TO 10+50 19 PROPOSED PANEL REPLACEMENT STA 10+50 TO 20+50 20 PROPOSED PANEL REPLACEMENT STA 20+50 TO 30+50 21 PROPOSED PANEL REPLACEMENT STA 30+50 TO 40+50 22 PROPOSED PANEL REPLACEMENT STA 40+50 TO 50+50 23 PROPOSED PANEL REPLACEMENT STA 50+50 TO 60+50 24 PROPOSED PANEL REPLACEMENT STA 60+50 TO 70+50 25 PROPOSED PANEL REPLACEMENT STA 70+50 TO END 26 CONCRETE PAVEMENT DETAILS 27 COCC CONCRETE PAVEMENT STANDARD DETAILS 28 STRIPING AND SIGNAGE PLAN STA 1+00 (BEGIN)TO 10+50 29 STRIPING AND SIGNAGE PLAN STA 10+50 TO 20+50 30 STRIPING AND SIGNAGE PLAN STA 20+50 TO 30+50 31 STRIPING AND SIGNAGE PLAN STA 30+50 TO 40+50 32 STRIPING AND SIGNAGE PLAN STA 40+50 TO 50+50 33 STRIPING AND SIGNAGE PLAN STA 50+50 TO 60+50 34 STRIPING AND SIGNAGE PLAN STA 60+50 TO 70+50 35 STRIPING AND SIGNAGE PLAN STA 70+50 TO END 36 COCC CROSSWALK PAVEMENT MARKINGS STANDARD DETAILS 37 TXDOT CONTRAST PAVEMENT MARKINGS STANDARD-CPM(1)-14 38 TXDOT PAVEMENT MARKINGS STANDARD - PM(1)-20 39 TXDOT PAVEMENT MARKINGS STANDARD - PM(2)-20 40 TXDOT PAVEMENT MARKINGS STANDARD - PM(3)-20 41 TXDOT RUMBLE STRIPS STANDARD- RS(5)-13 42 TXDOT SIGNAGE STANDARDS TSR(4)-13 43 TXDOT SIGNAGE STANDARDS SMD(GEN)-08 List of Drawings 000102- 1 Waldron Road-From Purdue Road to SPID, Bond 2020, Project Number 21057 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 44 TXDOT SIGNAGE STANDARDS SMD(SLIP-1)-08 45 TXDOT SIGNAGE STANDARDS SMD(SLIP-2)-08 46 TEMPORARY TRAFFIC CONTROL(TTC) PLAN NOTES 47 TEMPORARY TRAFFIC CONTROL(TTC) SUGGESTED PHASING 48 STORM WATER POLLUTION PREVENTION PLAN STA 1+00 (BEGIN)TO 10+50 49 STORM WATER POLLUTION PREVENTION PLAN STA 10+50 TO 20+50 50 STORM WATER POLLUTION PREVENTION PLAN STA 20+50 TO 30+50 51 STORM WATER POLLUTION PREVENTION PLAN STA 30+50 TO 40+50 52 STORM WATER POLLUTION PREVENTION PLAN STA 40+50 TO 50+50 53 STORM WATER POLLUTION PREVENTION PLAN STA 50+50 TO 60+50 54 STORM WATER POLLUTION PREVENTION PLAN STA 60+50 TO 70+50 55 STORM WATER POLLUTION PREVENTION PLAN STA 70+50 TO END 56 STORM WATER POLLUTION PREVENTION PLAN NOTES 57 STORM WATER ENVIRONMENTAL PERMITS ISSUED AND COMMENTS 58 STORM WATER POLLUTION PREVENTION STANDARD DETAILS 59 COCC STORM WATER STANDARD DETAILS(SHEET 2) 60 COCC WATER STANDARD DETAILS (SHEET 1) 61 COCC WATER STANDARD DETAILS (SHEET 2) 62 COCC WASTEWATER STANDARD DETAILS (SHEET 2) 63 COCC DRIVEWAY STANDARD DETAILS(SHEET 1) 64 COCC DRIVEWAY STANDARD DETAILS(SHEET 2) 65 COCC DRIVEWAY STANDARD DETAILS(SHEET 3) END OF SECTION List of Drawings 000102-2 Waldron Road-From Purdue Road to SPID, Bond 2020, Project Number 21057 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 DIVISION 00 PROCUREMENT AND CONTRACTING REQUIREMENTS Waldron Road—From Purdue Road to SPID, Bond 2020, Project Number 21057 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 0 1852 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: Waldron Road- From Purdue Road to SPID Project Number 21057 ARTICLE 2—DESIGNER AND OWNER'S AUTHORIZED REPRESENTATIVE 2.01 The Project has been designed by: Halff Associates, Inc. 711 N. Carancahua St.Suite 1190 Corpus Christi,Texas 78401 teveett a ®co (R.Thomas Everett II, P.E.) 2.02 The Owner's Authorized Representative for this Project is: Brett Van Hazel Assistant Director of Engineering Services: Construction Management City of Corpus Christi 4917 Holly Road#5 Corpus Christi,TX 78411 brettvh@cctexas.com ARTICLE 3—CONTRACT TIMES 3.01 Contract Times A. The Work is required to be substantially completed within 210 days after the date when the Contract Times commence to run as provided in the Notice to Proceed and is to be completed Agreement 005223- 1 Waldron Road—From Purdue Road to SPID, Bond 2020, Project Number 21057 Rev 12/2021 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 and ready for final payment in accordance with Paragraph 17.16 of the General Conditions within 240 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. 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$900.00 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$180.00 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 Waldron Road—From Purdue Road to SPID, Bond 2020, Project Number 21057 Rev 12/2021 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 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 Waldron Road—From Purdue Road to SPID, Bond 2020, Project Number 21057 Rev 12/2021 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 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 Waldron Road—From Purdue Road to SPID, Bond 2020, Project Number 21057 Rev 12/2021 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 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. 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 Waldron Road—From Purdue Road to SPID, Bond 2020, Project Number 21057 Rev 12/2021 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 ARTICLE 10—CONTRACT DOCUMENT SIGNATURES ATTEST CITY OF CORPUS CHRISTI 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 EMail END OF SECTION Agreement 005223-6 Waldron Road—From Purdue Road to SPID, Bond 2020, Project Number 21057 Rev 12/2021 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 00 72 00 GENERAL CONDITIONS Table of Contents Page Article 1—Definitions and Terminology.....................................................................................................10 1.01 Defined Terms.............................................................................................................................10 1.02 Terminology................................................................................................................................15 Article 2—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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 30.21 Notices. .................................................................................................................................131 General Conditions 007200-9 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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. 5. 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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. ARTICLES—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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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 by the 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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 occu r. General Conditions 007200-47 Corpus Christi Standards Rev 6/2021 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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. Anytime 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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 50% 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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 by the 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:C9990AD4-3391-4F51-819E-196F69504900 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. 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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 C to 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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 forthis 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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. Implementthe 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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 Article 25 for approval of product Certified Test Report 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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. 27.05 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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 demo bilization/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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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 Halff Associates, Inc. Rock Engineering and Testing Laboratory B. Paragraph 1.01.A.54"Substantial Completion" is more specifically defined for this Project as: 1. The following items are fully functional and suitable for operation in accordance with the Contract Documents: a. Pavement for roadway b. Permanent striping, markers, and signage with all lanes open to traffic C. Sodding/Seeding in disturbed areas 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. Supplementary Conditions 007300-1 Waldron Road—From Purdue Road to SPID, Bond 2020, Project Number 21057 Rev 4/2022 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 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: 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 32 (August—April) rain days have been set for this Project. An extension of time due to rain days will be considered only after 32 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 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. Subsurface Investigation and Geotechnical Recommendations for the Proposed Waldron Road Reconstruction (21057)S.P.I.D.to Purdue Road, Rock Engineering &Testing Laboratory, Inc., RETL Report Number: G121508,January 11,2022— This report is included as Appendix A. b. Supplement No.1, Subsurface Investigation and Geotechnical Recommendations for the Proposed Waldron Road Reconstruction (21057) S.P.I.D.to Purdue Road, Rock Engineering & Testing Laboratory, Inc., RETL Report Number: G121508, February 4,2022—This letter is included as Appendix B. 2. Drawings of physical conditions relating to existing surface or subsurface structures at the Site (except Underground Facilities) include the following: None 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: Supplementary Conditions 007300-2 Waldron Road—From Purdue Road to SPID, Bond 2020, Project Number 21057 Rev 4/2022 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 a. Radius Report, Published by GeoSearch on 09/02/2021 —This report is included as Appendix C -The Contractor may rely on the following Technical Data in using this document: 1) Located Sites Summary section, Map ID#4 2. Drawings of physical conditions relating to known Hazardous Environmental Conditions at the Site include the following: None ARTICLE 6—BONDS AND INSURANCE SC-6.03 REQUIRED MINIMUM INSURANCE COVERAGE 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 X Required ❑ Not Required discharge. To include long-term environmental impact for the disposal of pollutants/contaminants. Required if excavation>3 ft Supplementary Conditions 007300-3 Waldron Road—From Purdue Road to SPID, Bond 2020, Project Number 21057 Rev 4/2022 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 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 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. 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 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). Supplementary Conditions 007300-4 Waldron Road—From Purdue Road to SPID, Bond 2020, Project Number 21057 Rev 4/2022 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 "GENERAL DECISION NUMBER:TX20220029 02/25/2022 SUPERSEDED GENERAL DECISION NUMBER:TX20210029 STATE:TEXAS CONSTRUCTION TYPE: HIGHWAY COUNTIES:ARANSAS,CALHOUN,GOLIAD, NUECES AND SAN PATRICIO COUNTIES IN TEXAS. 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). 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, Supplementary Conditions 007300-5 Waldron Road—From Purdue Road to SPID, Bond 2020, Project Number 21057 Rev 4/2022 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 INCLUDING THOSE SET FORTH AT 29 CFR 5.1(A)(2)-(60). IF THE CONTRACT IS ENTERED (. EXECUTIVE ORDER 14026 INTO ON OR AFTER JANUARY 30, ( GENERALLY APPLIES TO THE 2022,OR THE CONTRACT IS ( CONTRACT. RENEWED OR EXTENDED(E.G.,AN (.THE CONTRACTOR MUST PAY OPTION IS EXERCISED) ON OR ( ALL COVERED WORKERS AT AFTER JANUARY 30,2022: ( LEAST$15.00 PER HOUR(OR THE APPLICABLE WAGE RATE LISTED ON THIS WAGE DETERMINATION, IF IT IS HIGHER) FOR ALL HOURS SPENT PERFORMING ON THE CONTRACT IN 2022. IF THE CONTRACT WAS AWARDED ON(. EXECUTIVE ORDER 13658 (OR BETWEEN JANUARY 1,2015 AND( GENERALLY APPLIES TO THE (JANUARY 29,2022,AND THE ( CONTRACT. (CONTRACT IS NOT RENEWED OR (.THE CONTRACTOR MUST PAY ALL EXTENDED ON OR AFTER JANUARY ( COVERED WORKERS AT LEAST 130,2022: ( $11.25 PER HOUR(OR THE APPLICABLE WAGE RATE LISTED ON THIS WAGE DETERMINATION, IF IT IS HIGHER) FOR ALL Supplementary Conditions 007300-6 Waldron Road—From Purdue Road to SPID, Bond 2020, Project Number 21057 Rev 4/2022 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 HOURS SPENT PERFORMING ON THAT CONTRACT IN 2022. THE APPLICABLE EXECUTIVE ORDER MINIMUM WAGE RATE WILL BE ADJUSTED ANNUALLY. IF THIS CONTRACT IS COVERED BY ONE OF THE EXECUTIVE ORDERS AND A CLASSIFICATION CONSIDERED NECESSARY FOR PERFORMANCE OF WORK ON THE CONTRACT DOES NOT APPEAR ON THIS WAGE DETERMINATION,THE CONTRACTOR MUST STILL SUBMIT A CONFORMANCE REQUEST. ADDITIONAL INFORMATION ON CONTRACTOR REQUIREMENTS AND WORKER PROTECTIONS UNDER THE EXECUTIVE ORDERS IS AVAILABLE AT HTTPS://WWW.DOL.GOWAGENCIES/WHD/GOVERNMENT-CONTRACTS. MODIFICATION NUMBER PUBLICATION DATE 0 01/07/2022 1 02/25/2022 * SUTX2011-010 08/08/2011 RATES FRINGES CEMENT MASON/CONCRETE Supplementary Conditions 007300-7 Waldron Road—From Purdue Road to SPID, Bond 2020, Project Number 21057 Rev 4/2022 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 FINISHER(PAVING &STRUCTURES)...$ 12.64 ** FORM BUILDER/FORM SETTER PAVING &CURB...............$ 10.69 ** STRUCTURES..................$ 13.61 ** LABORER ASPHALT RAKER...............$ 11.67 ** FLAGGER.....................$ 8.81 ** LABORER,COMMON.............$ 10.25 ** LABORER, UTILITY............$ 11.23 ** PIPELAYER...................$ 11.17 ** WORK ZONE BARRICADE SERVICER....................$ 11.51 ** PAINTER(STRUCTURES).............$ 21.29 POWER EQUIPMENT OPERATOR: ASPHALT DISTRIBUTOR.........$ 14.25 ** ASPHALT PAVING MACHINE......$ 13.44** MECHANIC....................$ 17.00 MOTOR GRADER, FINE GRADE....$ 17.74 MOTOR GRADER, ROUGH.........$ 16.85 TRUCK DRIVER Supplementary Conditions 007300-8 Waldron Road—From Purdue Road to SPID, Bond 2020, Project Number 21057 Rev 4/2022 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 LOWBOY-FLOAT................$ 16.62 SINGLE AXLE.................$ 11.61 ** ---------------------------------------------------------------- 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($15.00) OR 13658 ($11.25). 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 EO,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 LIKE FAMILY TO THE EMPLOYEE)WHO IS ILL, INJURED,OR HAS OTHER Supplementary Conditions 007300-9 Waldron Road—From Purdue Road to SPID, Bond 2020, Project Number 21057 Rev 4/2022 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 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.GOWAGENCIES/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). Supplementary Conditions 007300-10 Waldron Road—From Purdue Road to SPID, Bond 2020, Project Number 21057 Rev 4/2022 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 UNION RATE IDENTIFIERS A FOUR LETTER CLASSIFICATION ABBREVIATION IDENTIFIER ENCLOSED IN DOTTED LINES BEGINNING WITH CHARACTERS OTHER THAN ""SU"" OR ""UAVG'111 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 Supplementary Conditions 007300-11 Waldron Road—From Purdue Road to SPID, Bond 2020, Project Number 21057 Rev 4/2022 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 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 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, 100%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 Supplementary Conditions 007300-12 Waldron Road—From Purdue Road to SPID, Bond 2020, Project Number 21057 Rev 4/2022 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 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 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 Supplementary Conditions 007300-13 Waldron Road—From Purdue Road to SPID, Bond 2020, Project Number 21057 Rev 4/2022 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 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 007300-14 Waldron Road—From Purdue Road to SPID, Bond 2020, Project Number 21057 Rev 4/2022 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 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 DECISION" 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 Halff Associates, Inc. 361-400-4600 R.Thomas Everett II, P.E. 361-400-0982 Supplementary Conditions 007300-15 Waldron Road—From Purdue Road to SPID, Bond 2020, Project Number 21057 Rev 4/2022 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Public Agencies/Contacts Phone Number Traffic Engineering 361-826-3547 Police Department 361-882-2600 Water/Wastewater/Stormwater 361-826-1800 (361-826-1818 after 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 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) Ce ntu ryl-i n k 361-208-0730 W i ndstream 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 Flour Bluff ISD 361-694-9000 ARTICLE 25—SHOP DRAWINGS SC-25.03 CONTRACTOR'S RESPONSIBILITIES A. Provide Shop Drawings for the following items: Specification Section Shop Drawing Description Refer to SECTION 01 33 01 Submittal Register to view the required Shop Drawings. Supplementary Conditions 007300-16 Waldron Road—From Purdue Road to SPID, Bond 2020, Project Number 21057 Rev 4/2022 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 SC-25.12 RESUBMISSION REQUIREMENTS B. Pay for excessive review of Shop Drawings. 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: $170/hour ARTICLE 26—RECORD DATA SC-26.03 CONTRACTOR'S RESPONSIBILITIES A. Submit Record Data for the following items: Specification Section Record Data Description Refer to SECTION 0133 01 Submittal Register to view required Record Data. SC-30.21 Notices. B. Strict compliance is required for all notice provisions in this Contract. END OF SECTION Supplementary Conditions 007300-17 Waldron Road—From Purdue Road to SPID, Bond 2020, Project Number 21057 Rev 4/2022 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 00 74 00 SPECIAL CONDITIONS FOR [NAME OF PROGRAM] ARTICLE 1—GENERAL 1.01 FUNDING AGENCY REQUIREMENTS A. N/A—There is no known Funding Agency for this project. END OF SECTION Special Conditions for[Funding Agency] 007400-1 Waldron Road—From Purdue Road to SPID, Bond 2020, Project Number 21057 Rev 10/2018 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 DIVISION 01 GENERAL REQUIREMENTS Waldron Road—From Purdue Road to SPID, Bond 2020, Project Number 21057 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 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. Waldron Road, from Purdue Road to South Padre Island Drive (SPID), is a concrete pavement rehabilitation project.The project objective is to replace selective concrete pavement panels and includes applicable new curb, re-striping and minor signage.The project also includes the full joint replacement for the entire length and width of roadway from Purdue Road to SPID.This project does not include full depth reconstruction of the existing roadway; nor does it include the reconstruction of sidewalks or utilities within the street Right-Of-Way(ROW)with the exception of valve and manhole adjustments to final grade and curb inlet top replacements in selective areas. 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. None 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 Waldron Road—From Purdue Road to SPID, Bond 2020, Project Number 21057 Rev 10/2018 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 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. None 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 Waldron Road—From Purdue Road to SPID, Bond 2020, Project Number 21057 Rev 10/2018 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 01 23 10 ALTERNATES AND ALLOWANCES 1.00 GENERAL 1.01 REQUIREMENTS A. Alternates: None 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. 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 (NONE) 1.04 DESCRIPTION OF ALLOWANCES A. Allowance A—Mobilization (Max. 5%of Part A) 1. The maximum of 5%of the bid price for Part A to be used for the mobilization cost of the items listed in Part A of the bid form. Alternates and Allowances 012310- 1 Waldron Road—From Purdue Road to SPID, Bond 2020, Project Number 21057 Rev 5/2020 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 B. Allowance B—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. C. Allowance C—Allowance for Unanticipated Environmental Issues 1. The sum of $10,000.00 to be used for the purchase of unanticipated environmental issues. D. Allowance D—Allowance for Unanticipated Signal Improvements 1. The sum of $15,000.00 to be used for the purchase of unanticipated signal improvements. E. Allowance E—Mobilization (Max. 5%of Part B) 1. The maximum of 5%of the bid price for Part B to be used for the mobilization cost of the items listed in Part B of the bid form. F. Allowance F—Allowance for Unanticipated Street Improvements (includes but not limited to ADA and IT Conduit improvements) 1. The sum of$118,000.00 to be used for the purchase of unanticipated Street improvements (intended to capture ADA improvements and IT Conduit, if needed). G. Allowance G—Mobilization (Max. 5%of Part C) 1. The maximum of 5%of the bid price for Part C to be used for the mobilization cost of the items listed in Part C of the bid form. H. Allowance H—Allowance for Unanticipated Storm Water Improvements 1. The sum of$10,000.00 to be used for the purchase of unanticipated Storm Water improvements. I. Allowance I—Mobilization (Max. 5%of Part D) 1. The maximum of 5%of the bid price for Part D to be used for the mobilization cost of the items listed in Part D of the bid form. J. Allowance J—Allowance for Unanticipated Water Improvements 1. The sum of$1,000.00 to be used for the purchase of unanticipated Water improvements. K. Allowance K—Mobilization (Max. 5%of Part E) 1. The maximum of 5%of the bid price for Part E to be used for the mobilization cost of the items listed in Part E of the bid form. L. Allowance L-Allowance for Unanticipated Wastewater Improvements 1. The sum of$1,000.00 to be used for the purchase of unanticipated Wastewater improvements. M. Allowance M —Mobilization (Max. 5%of Part F) 1. The maximum of 5%of the bid price for Part F to be used for the mobilization cost of the items listed in Part F of the bid form. Alternates and Allowances 012310-2 Waldron Road—From Purdue Road to SPID, Bond 2020, Project Number 21057 Rev 5/2020 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 N. Allowance N—Allowance for Unanticipated Gas Improvements 1. The sum of$5,000.00 to be used for the purchase of unanticipated Gas improvements. 2.00 PRODUCTS(NOT USED) 3.00 EXECUTION (NOT USED) END OF SECTION Alternates and Allowances 012310-3 Waldron Road—From Purdue Road to SPID, Bond 2020, Project Number 21057 Rev 5/2020 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 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 A-1, B-1, C-1, D-1, E-1, F-1—Mobilization (Maximum 5%of Part(s) A, B, C, D, E, F): 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 012901-1 Waldron Road—From Purdue Road to SPID, Bond 2020, Project Number 21057 Rev 5/2020 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 2. Measurement for payment will be made per lump sum on the following basis: When at least 5% of the adjusted contract amount for construction is earned, 75% of the mobilization lump sum bid 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 lump sum bid amount will be eligible for payment, minus retainage. B. Bid Item A-2—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 for this 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(s) A-3, A-5, A-6 — Temporary Traffic Control, Temporary Traffic Message Board (WANCO Metro Compact Message Sign),Temporary Traffic Control Design by a Professional Engineer (All Phases) 1. Payment shall include, but not limited to, furnishing, installing, moving, replacing, and maintaining all temporary traffic controls for each phase of construction and Police Officer assistance. This includes, but is not limited to plan design, signal design, barricades, barriers, signs, cones, lights, signals, temporary striping and markers, temporary pavement, flaggers and such temporary devices relocation of existing signs and devices and all materials, labor, equipment, and incidentals necessary to provide a safe condition and to complete the work. 2. Measurement and basis for payment shall be as described in SECTION 00 30 01 Bid Form. D. Bid Item A-4—Temporary Intersection Signal Adjustments (All Phases of Traffic Control) 1. Payment shall include, but not limited to, operation, maintenance, reconfiguration, and removal of the temporary intersection signal adjustment items. This includes, but is not limited to associated equipment, Police Officer assistance, signs, and all materials, labor, equipment, and incidentals necessary to provide a safe condition and to complete the work. 2. Measurement for payment will be per each intersection. Payment shall be full compensation for furnishing all materials, labor, equipment, and incidentals necessary to complete the work. E. Bid Item A-7—Storm Water Pollution Prevention Plan 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. Measurement and Basis for Payment 012901-2 Waldron Road—From Purdue Road to SPID, Bond 2020, Project Number 21057 Rev 5/2020 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 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. F. Bid Item A-8—Survey Monument 1. Measurement and payment shall be as outlined in SECTION 020 100 Survey Monuments and in SECTION 00 30 01 BID FORM. G. Bid Item A-9—Ozone Advisory Day 1. Priming and hot-mix asphalt paving operations shall not be conducted on days for which an ozone advisory has been issued, except for repairs. Owner will notify Contractor regarding ozone alerts. 2. Measurement and basis for payment shall be as described in SECTION 00 30 01 BID FORM. H. Bid Item A-11—Exploratory Excavation (Up to 6-ft of Cover) 1. Payment shall include but not limited to locating and surveying all necessary underground fiber optic and utility lines that are potential conflicts by nondestructive exposure methods in advance of construction crews to verify existing horizontal alignments and vertical elevations prior to the commencement of work within the potential conflict area; pavement repair; traffic permitting; furnishing all labor, materials, equipment and incidentals necessary to complete the work. 2. Measurement shall be by the linear foot for the indicated depth. Payment shall be full compensation for furnishing all labor, materials, equipment, and incidentals necessary to complete the work. I. Bid Item(s) B-2—Concrete Panel Replacement Pavement Section No. 1 1. Payment shall include but not be limited to demolishing existing concrete pavement, removing and disposing of demolished concrete; furnishing all labor, materials, equipment and incidentals necessary to compact the existing subgrade; furnishing, hauling, mixing, placing, curing and finishing all concrete; furnishing and placing steel dowels as shown on the plans;furnishing and placing expansion joint material,joint filler and sealants, and contraction (control) joints required by associated specifications or shown on the plans; and for all forms and falsework, labor, equipment, and incidentals necessary to complete the work. 2. Measurement shall be bythe square yard for the indicated pavement thickness and type of cement. Payment shall be full compensation for furnishing all labor, materials, equipment, and incidentals necessary to complete the work. J. Bid Item(s) B-3, C-2, D-2, E-2—Concrete Panel Replacement Pavement Section No. 2 1. Payment shall include but not be limited to demolishing existing concrete pavement, removing and disposing of demolished concrete; furnishing all labor, materials, equipment and incidentals necessary to compact the existing subgrade; furnishing, hauling, mixing, placing, curing and finishing all concrete; furnishing and placing reinforcing steel and steel dowels as shown on the plans; furnishing and placing expansion joint material, joint filler and sealants, and contraction (control) joints Measurement and Basis for Payment 012901-3 Waldron Road—From Purdue Road to SPID, Bond 2020, Project Number 21057 Rev 5/2020 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 required by associated specifications or shown on the plans; and for all forms and falsework, labor, equipment, and incidentals necessary to complete the work. 2. Measurement shall be bythe square yard for the indicated pavement thickness and type of cement. Payment shall be full compensation for furnishing all labor, materials, equipment, and incidentals necessary to complete the work. K. Bid Item(s) B-4—Concrete Panel Replacement Pavement Section No. 3 1. Payment shall include but not be limited to furnishing all labor, materials, equipment and incidentals necessary to remove the existing subgrade; furnishing, hauling, mixing, placing, curing and finishing all cement stabilized sand subgrade; and for all labor, equipment, and incidentals necessary to complete the work. 2. Measurement shall be by the square yard for the indicated subgrade thickness. Payment shall be full compensation for furnishing all labor, materials, equipment, and incidentals necessary to complete the work. L. Bid Item B-5—Concrete Panel Joint Restoration 1. Payment shall include but not be limited to furnishing all labor, materials, sawing, routing, removing and disposing, cleaning and installing, equipment, and incidentals necessary to complete the work. 2. Measurement shall be by the linear foot sealant placed. Payment shall be full compensation for furnishing all labor, materials, equipment, and incidentals necessary to complete the work. M. 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. 2.00 PRODUCTS(NOT USED) 3.00 EXECUTION (NOT USED) END OF SECTION Measurement and Basis for Payment 012901-4 Waldron Road—From Purdue Road to SPID, Bond 2020, Project Number 21057 Rev 5/2020 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 0133 01 Submittal Register 022 020 Excavation and Backfill for Utilities 2.(8).B. Record Data Paved Areas (Cement Stabilized Sand) 022 100 Select Material Record Data 025223 Crushed Limestone Flexible Base Record Data 025404 Asphalts,Oils and Emulsions Record Data 0254 12 Prime Coat Record Data 025424 Hot Mix Asphalt Concrete Pavement Record Data 025620 Portland Cement Concrete Pavement Record Data 025802 Temporary Traffic Control During Construction Shop Drawing 025807 Pavement Markings Paint and Thermoplastic) Record Data 0258 13 Preformed Thermoplastic Striping,Words and Emblems Record Data 0258 16 Raised Pavement Markings Record Data 026411 Gate Valves for Waterlines 3. Record Data Construction Methods (Cast Iron Valve Boxes) 027202 Manholes 2.Materials Shop Drawing (Rings and Covers)/5. General Construction Methods (Adjustment Rings) 028 040 Sodding Record Data 030 020 Portland Cement Concrete Record Data 032 020 Reinforcing Steel Record Data 038 000 Concrete Structures 2.2. Record Data Expansion Joint Traffic Sign and Sign Support Assembly Record Data Submittal Register 01 33 01-1 Waldron Road-From Purdue Road to SPID,Bond 2020,Project Number 21057 10/2018 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 01 35 00 SPECIAL PROCEDURES 1.00 GENERAL 1.01 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 5. 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; 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 2 weeks prior to beginning the Work. 1.02 CRITICAL OPERATIONS: NONE 1.03 OWNER ASSISTANCE: NONE 2.00 PRODUCTS(NOT USED) 3.00 EXECUTION (NOT USED) END OF SECTION Special Procedures 013500-1 Waldron Road—From Purdue Road to SPID, Bond 2020, Project Number 21057 Rev 10/2018 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 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 Waldron Road—From Purdue Road to SPID, Bond 2020, Project Number 21057 Rev 8/2019 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 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 Waldron Road—From Purdue Road to SPID, Bond 2020, Project Number 21057 Rev 8/2019 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 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. 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. Temporary Facilities and Controls 015000-3 Waldron Road—From Purdue Road to SPID, Bond 2020, Project Number 21057 Rev 8/2019 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 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 Waldron Road—From Purdue Road to SPID, Bond 2020, Project Number 21057 Rev 8/2019 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 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 Waldron Road—From Purdue Road to SPID, Bond 2020, Project Number 21057 Rev 8/2019 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 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 Waldron Road—From Purdue Road to SPID, Bond 2020, Project Number 21057 Rev 8/2019 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 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 Waldron Road—From Purdue Road to SPID, Bond 2020, Project Number 21057 Rev 8/2019 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 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 Waldron Road—From Purdue Road to SPID, Bond 2020, Project Number 21057 Rev 8/2019 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 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 Laguna Madre. 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 "NOT APPLICABLE" 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 [US Ecology (USET) in Robstown, Texas or 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 Temporary Controls 015700-5 Waldron Road—From Purdue Road to SPID, Bond 2020, Project Number 21057 Rev 8/2019 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 agencies in the disposal of all water used in the Project. Include a description and details for 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 "NOT APPLICABLE" 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] [Owner] 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 Waldron Road—From Purdue Road to SPID, Bond 2020, Project Number 21057 Rev 8/2019 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 PART S STANDARD SPECIFICATIONS Waldron Road—From Purdue Road to SPID, Bond 2020, Project Number 21057 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 SECTION 020100 SURVEY MONUMENTS 1. DESCRIPTION This specification shall govern all work required for furnishing and installing survey monuments as required to complete the project. 2. MATERIALS a) Brass Monument Marker: 21/4" diameter brass disk with 31/2" anchor rod to be provided by the City. b) Concrete: Class A, in accordance with Section 030020 "Portland Cement Concrete". c) Rebar: No. 5 deformed bar, 3�/2 feet long, in accordance with Section 032020 "Reinforcing Steel". 3. CONSTRUCTION METHODS The location of survey markers shall be established in the field by the Engineer and/or his representative Surveyor. The Engineer and/or his representative Surveyor will provide four off-set stakes with intersecting string line for precise location of horizontal alignment to which the brass disk shall be positioned. The Contractor shall excavate hole and set formwork Forms shall be placed to a tolerance which allows the precise position of the brass disk to be within one inch of the center of the concrete base. The Contractor shall place concrete in accordance with City Standard Specification Section 038000 "Concrete Structures". At the appropriate time, the Contractor shall place the brass disk(provided by the City)to its precise position in the uncured concrete. The brass disk shall be placed to within 1/4" tolerance of its intended location. Positioning of the base and brass disk will be checked by the Engineer and/or his representative Surveyor. Non-compliance with specified tolerances shall result in replacement at the Contractor's expense. The properly furnished survey monument shall be neat in appearance with the exposed brass face free of cement mortar and constructed to an elevation of approximately one inch of finished grade. (See Survey Markers Detail on the following page.) 4. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, survey monuments shall be measured as individual units for each monument placed. Payment shall be at the unit price bid,which price shall constitute full compensation for all work, materials, labor, equipment, tools and incidentals required to install the survey monuments complete in-place. 020100 Page 1 of 2 Rev.10-30-2014 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 I. 17 SILVER.SOLDER _r 6 R 1 I iJ2'rC).D,X.Ct6v I 1 14 B.$S..GA. BRASS TUBING ice N W4 DISC DETAIL, MTS. A A 0 t PLAN sommmmommor � 12" TOP ELEV. APPROX. 1 8•'x/2" ABOVE NATURAL GROUND—,,, 1"CHAMFER "` •. • �RESAR 2:" +CLEAR .t• ��, �` NM 5 REBAR e-6LONG r• CLASS �A� CONCRETE SECTION A-A SURVEY MARKERS DETAIL 020100 Page 2 of 2 Rev.10-30-2014 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 (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:C9990AD4-3391-4F51-819E-196F69504900 (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 storm 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 SECTION 022040 STREET EXCAVATION 1. DESCRIPTION This specification shall govern all work for Street Excavation required to complete the project. 2. CONSTRUCTION METHODS (A) Stripping and Excavation Strip the top 6 inches in all areas to underlay compacted fill, curbs, base or pavement, by removing all humus, vegetation and other unsuitable materials. Unless otherwise noted, remove existing trees, shrubs, fences, curb, gutter, sidewalk, drives, paving, pipe and structures and other items within the graded area which interfere with new construction of finished grading. All suitable excavated materials shall be utilized, insofar as practicable, in constructing the required roadway sections or in uniformly widening embankments, flattening slopes, etc., as directed by the Engineer, provided that the material meets the requirements for roadway embankment as specified in Article 3 below. Unwanted or unsuitable roadway excavation and roadway excavation in excess of that needed for construction shall become the property of the Contractor to be disposed of by him outside the limits of the right-of-way at a location suitable to the Engineer. "Unsuitable" material encountered below subgrade elevation in roadway cuts, when declared unwanted by the Engineer, shall be replaced as directed by the Engineer with suitable material from the roadway excavation or with other suitable material. Maintain moisture and density until covered and protected by the subbase or base course. Remove soft or wet areas found at any time, replace with suitable material, and recompact(especially utility trenches). (B) Subgrade Preparation That area shown on the drawings for street construction shall be cut to grade, scarified to a depth not less than 6 inches, or as otherwise indicated on the drawings, and compacted to 95% Standard Proctor density (ASTM D698) to within 0 to +3% of optimum moisture. The section may be accepted if no more than 1 in 5 of the most recent moisture or density tests is beyond+I%deviation from the required moisture or density requirement. Irregularities exceeding 1/2 inch in 16 feet shall be corrected. Soft areas found at anytime shall be removed, replaced with suitable material and compacted (especially at utility trenches). The correct moisture density relationship shall be maintained until the subgrade is protected. Excessive loss of moisture shall be prevented by sprinkling, sealing, or covering with a subsequent layer. Should the subgrade, 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 and refinished and retested at the expense of the Contractor until acceptable to the City. 022040 Page 1 of 3 Rev.10-30-2014 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 (C) Curb Backfill and Topsoil (Sidewalks,Parkways, Islands, etc.) Fill and compact areas behind curbs and adjacent to sidewalks and driveways within 48 hours after completion of concrete work. The top 6 inches (where disturbed by construction or where unsatisfactory material is exposed by excavation) of finish earth grade shall be clean excavated material or topsoil capable of supporting a good growth of grass when fertilized and seeded or sodded. It shall be free of concrete, asphalt, shell, caliche, debris and any other material that detracts from its appearance or hampers the growth of grass. Topsoil shall meet the requirements specified in City Standard Specification Section 028020 "Seeding". (D) Matching Grades at Right-of-Way Line Finish grade at the property line shall be as shown on the drawings. The Engineer may require a reasonable amount of filling on private property where the sidewalk grade is above the property elevation. Use suitable material from the excavation. Unless otherwise directed, cuts at right-of- way lines shall be made at a slope of three horizontal to one vertical (3:1) or flatter. (E) Drainag During construction, the roadbed and ditches shall be maintained in such condition as to insure proper drainage at all times, and ditches and channels shall be so constructed and maintained as to avoid damage to the roadway section. All slopes which, in the judgment of the Engineer,require variation, shall be accurately shaped, and care shall be taken that no material is loosened below the required slopes. All breakage and slides shall be removed and disposed of as directed. 3. SELECTION OF ROADBED MATERIALS Where shown on the plans, Select Material shall be utilized to improve the roadbed, in which case the work shall be performed in such manner and sequence that suitable materials may be selected, removed separately, and deposited in the roadway within limits and at elevations required. Material used for roadway embankment shall meet the requirements of City Standard Specification Section 022100 Select Material. 4. GEOGRID If indicated on the drawings, geogrid shall be placed in the base layer according to the pavement details to provide a mechanically-stabilized aggregate base layer within the pavement structure. Geogrid shall be "Tensar TX5 Triaxial Geogrid", or pre-approved equivalent. Use (and approval) of a different product must be supported by documentation showing that the alternate pavement section will meet or exceed the required number of 18-kip equivalent single axle loads (ESAL) and structural number (SN) over the stated pavement design life, and the pavement design must be sealed and signed by a Texas professional engineer. Documentation must also include the structural design value used for the geogrid structural contribution, based on and supported by 022040 Page 2 of 3 Rev.10-30-2014 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 validated test data. Alternate pavement designs shall utilize the same structural design values for other pavement structural components (HMAC, base, sub-base) as used in the original pavement design, and the pavement designs must be approved by the Engineer and the geotechnical consultant. Contractor shall take care to protect geogrid from damage. Overlap edges of geogrid in accordance with the manufacturer's recommendations, but not less than 12 inches. Do not drive tracked equipment directly on the geogrid. Provide at least 6 inches of compacted aggregate base material over the geogrid before driving any tracked equipment over the geogrid area. Standard highway- legal rubber-tired trucks may drive over the geogrid at very slow speeds (less than 5 mph). Avoid turns and sudden starts and stops when driving on the geogrid. Any damaged geogrid shall be replaced by the Contractor at no additional cost to the City. Proper replacement shall consist of replacing the affected area adding 3 feet of geogrid in each direction beyond the limits of the affected area. 5. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, street excavation shall be measured and paid for by the square yard to the limits shown on the drawings including excavation for street transitions. Payment shall be full compensation for furnishing all labor, materials, tools, equipment, borrow material and incidentals necessary to complete the work. Unless otherwise specified on the Bid Form, compacted subgrade shall be measured and paid for by the square yard to the limits shown on the drawings. Payment shall be full compensation for furnishing all labor, materials, tools, equipment, borrow material and incidentals necessary to complete the work. Unless otherwise specified on the Bid Form, geogrid shall be measured and paid for by the square yard to the limits shown on the drawings, excluding overlaps. Payment shall be full compensation for furnishing all labor, materials, tools, equipment, and incidentals necessary to complete the work. All work required for disposing of waste, including hauling will not be paid for directly but shall be considered subsidiary to the various contract items. 022040 Page 3 of 3 Rev.10-30-2014 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 SECTION 022080 EMBANKMENT 1. DESCRIPTION This specification shall govern all work for Embankment required to complete the project. 2. CONSTRUCTION METHODS Prior to placing embankment, the area to be covered shall be stripped of all vegetation and the material so removed shall be disposed of off the job site. Washes, gullet's, wet areas, and yielding areas shall be corrected as directed by the Engineer. Unless otherwise indicated on the drawings, the surface of the ground which is to receive embankment shall be loosened by scarifying or plowing to a depth of not less than 6 inches. The loosened material shall be recompacted with the new embankment as hereinafter specified. Embankment shall be placed in layers not to exceed ten (10) inches uncompacted (loose) depth for the full width of the embankment,unless otherwise noted. Where embankment is adjacent to a hillside or old roadbed, the existing slope shall be cut in steps to not less than the vertical depth of an uncompacted layer. The fill material shall be placed from the low side and compacted. Each layer shall overlap the existing embankment by at least the width indicated by the embankment slope. Trees, stumps, roots, vegetation, debris or other unsuitable materials shall not be placed in embankment. Each layer of embankment shall be uniform as to material, density and moisture content before beginning compaction. Where layers of unlike materials abut each other, each layer shall be feather-edged for at least 100 feet or the material shall be so mixed as to prevent abrupt changes in the soil. No material placed in the embankment by dumping in a pile or windrow shall be incorporated in a layer in that position, but all such piles or windrows shall be moved by blading or similar methods. Clods or lumps of material shall be broken and the embankment material mixed by blading, harrowing, disking or similar methods to the end that a uniform material of uniform density is secured in each layer. Except as otherwise required by the drawings, all embankments shall be constructed in layers approximately parallel to the finished grade and each layer shall be so constructed as to provide a uniform slope of 1/4 inch per foot from the centerline of the embankment to the outside. Each layer shall be compacted to the required density and moisture by any method, type and size of equipment that will give the required compaction. Prior to and in conjunction with the rolling operation, each layer shall be brought to the moisture content necessary to obtain the required density and shall be kept leveled with suitable equipment to insure uniform compaction over the entire layer. For each layer of earth embankment and select material, it is the intent of this specification to provide the density as required herein, unless otherwise shown on the drawings. Soils for 022080 Page 1 of 2 Rev.10-30-2014 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 embankment shall be sprinkled with water as required to provide not less than optimum moisture and compacted to the extent necessary to provide not less than 95% Standard Proctor density (ASTM D698). Field density determinations will be made in accordance with approved methods. After each layer of earth embankment or select material is complete, tests, as necessary, will be made by the Engineer. If the material fails to meet the density specified, the course shall be reworked as necessary to obtain the specified compaction, and the compaction method shall be altered on subsequent work to obtain specified density. Such procedure shall be determined by, and subject to,the approval of the Engineer. The Engineer may order proof rolling to test the uniformity of compaction of the embankment layers. All irregularities, depressions, weak or soft spots which develop shall be corrected immediately by the Contractor. Should the embankment, due to any reason or cause, lose the required stability, density or moisture before the pavement structure is placed, it shall be recompacted and refinished at the sole expense of the Contractor. Excessive loss of moisture in the subgrade shall be prevented by sprinkling, sealing or covering with a subsequent layer of granular material. 3. SELECTION OF MATERIAL In addition to the requirement in the excavation items of the specifications covering the general selection and utilization of materials to improve the roadbed, embankments shall be constructed in proper sequence to receive the select material layers shown on drawings,with such modifications as may be directed by the Engineer. The layer of embankment immediately preceding the upper layer of select material shall be constructed to the proper section and grade within a tolerance of not more than 0.10 foot from the established section and grade when properly compacted and finished to receive the select material layer. Select material, when specified, shall meet the requirements in City Standard Specification Section 022100 "Select Material". 4. MEASUREMENT AND PAYMENT Unless otherwise specified on the Bid Form, embankment shall not be measured and paid for separately,but shall be subsidiary to other items of work. 022080 Page 2 of 2 Rev.10-30-2014 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 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.L)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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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 44 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 44 bars. Adjust grades for positive drainage. Replacement shall,in general,be to original joint or score mark. 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 THIS PAGE INTENTIONALLY LEFT BLANK 025205 Page 4 of 4 Rev.11-9-2016 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 (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+1%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 repriming 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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. Prime shall be applied at a temperature within the recommended range per City Standard 025412 Page 1 of 2 Rev.10-30-2014 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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. Aggregate. 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-217-17. 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:C9990AD4-3391-4F51-819E-196F69504900 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 j ob-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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 * 2-8 when TxDOT Test Method Tex-200-F,Part H(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 44. Variations from job-mix shall not exceed the following limits, except as noted above: Item: Tolerances Percent by Weight or Volume 1" 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. Mixing_ Plants. 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-Stora System.SySystem. 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. Laydown 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:C9990AD4-3391-4F51-819E-196F69504900 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 Heating of 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 Dryin_ g 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-mix. 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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 subj ect 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:C9990AD4-3391-4F51-819E-196F69504900 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 _SteelSteel. 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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 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). 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 II cement shall be used unless Type II is specified on the plans. Except when Type II 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:C9990AD4-3391-4F51-819E-196F69504900 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 Steel 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:C9990AD4-3391-4F51-819E-196F69504900 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 3 of 5 Rev.3-25-2015 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 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 I 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 Strength Strength Ratio Aggregate P* 450 psi(7 days) 3200 psi(7 days) 5.6 gal./sack No.2(1�/z") 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:C9990AD4-3391-4F51-819E-196F69504900 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 5 of 5 Rev.3-25-2015 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 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 project. 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:C9990AD4-3391-4F51-819E-196F69504900 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 ,F11 ....w... "' to MANDARIN GARDEN 2.' ................................. ................ . ................................... 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, equipment, materials, personnel, and incidentals necessary to provide a safe condition during 025802 Page 2of3 Rev.10-30-2014 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 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 3 of 3 Rev.10-30-2014 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 SECTION 025803 TRAFFIC SIGNAL ADJUSTMENTS 1. DESCRIPTION This specification shall govern all work for Traffic Signal Adjustments required to complete the project. 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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 1 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 spattering and within the limits for straightness set forth herein. 025807 Page 1 of 3 Rev.10-30-2014 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 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 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 025807 Page 2 of 3 Rev.10-30-2014 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 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 marking 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 (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) Visibili . 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 aperiod 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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. H-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. H-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:C9990AD4-3391-4F51-819E-196F69504900 H-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:C9990AD4-3391-4F51-819E-196F69504900 DEPARTMENTAL MATERIA LS SPECIFICATION PAVEMENT AJARKERS(REFLECTORIZED) DMS - 4200 PAVEMENT MARKERS (REFLECTORIZED) EFFECTIVE DATE: JANUARY 2010 4200.1. Description. This Specification governs for the pre-qualification, testing, and field evaluation requirements for reflectorized pavement markers (RPMs). 4200.2. Units of Measurements. The values given in parentheses (if provided) are not standard and may not be exact mathematical conversions. Use each system of units separately. Combining values from the two systems may result in nonconformance with the standard. 4200.3. Material Producer List. The Materials and Pavements Section of the Construction Division (CST/M&P) maintains the Material Producer List(MPL) of all materials conforming to the requirements of this specification. Materials appearing on the MPL, entitled "Jig lg e Bar Tiles Pavement Markers and Traffic Buttons,"require no further testing, unless deemed necessary by the Project Engineer or CST/1\4&P. 4200.4. Bidders' and Suppliers' Requirements. Before any material is allowed for use on Department projects, it must be of manufacture and product code or designation shown on the MPL. 4200.5. Pre-Qualification Procedure. The pre-qualification procedure consists of several steps, listed below, which are described in more detail in the following subsections: • Pre-qualification request, • Laboratory testing, • Field testing, • Provisional qualification, • Project evaluations, • Full qualification, • Periodic evaluation, • Disqualification, and • Re-Qualification. CST/1\4&P will provide notification at the completion of each step and will require confirmation from the supplier's contact person before proceeding to the next step. Costs of sampling and testing are normally borne by the Department; however, the costs to sample, test, and conduct field evaluations for materials failing to conform to the requirements of this specification are borne by the supplier. This cost will be assessed at the rate established by the Director of CST/?\4&P and in effect at the time of testing and will be billed directly to the Contractor or supplier. TEXAS DEPARTMENT OF TRANSPORTATION 1 -7 EFFECTIVE DATE:JANUARY 2010 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 DEPARTMENTAL MATERIA LS SPECIFICATION PAVEMENT AJARKERS(REFLECTORIZED) A. Pre-Qualification Request. Prospective suppliers interested in submitting their product for evaluation must submit a written request to the Texas Department of Transportation, Construction Division, Materials &Pavements Section (CP51), 125 East 11th Street, Austin, TX 78701-2483. Include the following items with the request: • Name and contact information, including email address for the person who will be the primary contact during the qualification process; • Laboratory test results, from the manufacturer's lab or an independent test laboratory, showing actual test results that meet the requirements of ASTM D 4280; • Product data sheets; • List of locations and applications dates where the product is being evaluated or is in current use; and • Test results from the National Transportation Product Evaluation Program (NTPEP), if available. B. Laboratory Testing. Provide CST/M&P with 350 RPMs of each color and type for laboratory and field testing. Submit materials for laboratory testing and field evaluations at no cost to the Department. CST/M&P will acknowledge receipt of materials and specify a tentative completion date for laboratory testing. CST/1\4&P will test RPMs in accordance with Article 4200.6 and will send notification of results once laboratory testing is complete. If laboratory testing conducted by TxDOT or by NTPEP shows RPMs do not meet the requirements of this specification, evaluation will cease, and RPMs will not be qualified. Suppliers may resubmit materials for qualification after providing documentation identifying the cause and corrective action taken. C. Field Testing. Upon satisfactory completion of laboratory testing, CST/M&P will specify the location of one or more roadways selected for the 12-month field test and suggested application dates. The roadways will include: • a concrete surface, • a hot-mix asphalt surface, and • a Grade 3 sealcoat. The concrete and asphalt roadways will be full-access controlled freeways with a minimum average daily traffic (ADT) count of 35,000 vehicles, a minimum of 20% average daily truck traffic volume, and a minimum posted speed limit of 65 mph. The Grade 3 road test will be conducted on a four-lane divided highway with a minimum ADT count of 4,000 vehicles per lane, a minimum of 20% average daily truck traffic volume, and a minimum posted speed limit of 50 mph. Providing NTPEP test results meeting the requirements of this specification may replace the concrete and hot-mix asphalt field tests on a deck for deck basis. If TxDOT or NTPEP field testing shows RPMs do not meet the requirements of this specification, evaluation will cease, and RPMs will not be qualified. Suppliers may TEXAS DEPARTMENT OF TRANSPORTATION 2-7 EFFECTIVE DATE:JANUARY 2010 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 DEPARTMENTAL MATERIA LS SPECIFICATION PAVEMENT AJARKERS(REFLECTORIZED) resubmit materials for qualification after providing documentation identifying the cause and corrective action taken. 1. NTPEP Testing. Submit NTPEP test data to CST/M&P for review if available. CST/1\4&P will acknowledge receipt of NTPEP data and will provide results of review within one month of receipt. The 12-month NTPEP test results for the pre-qualification of RPMs must meet the following: • all the requirements specified in ASTM D 4280 for the tests performed by NTPEP; • a retention rate equal or greater than 90 % of the placed RPMs (excluding the RPMs removed for testing); • a visual evaluation of 3 or greater, as defined by the most recent NTPEP Project Work Plan for Field Evaluations of Raised Pavement Markers and Marker Adhesives, for the marker case and marker lens for a minimum of 90 % of the placed RPMs (excluding the RPMs removed for testing); and • the minimum retroreflectivity values required after 12 months on the roadway listed in Table 1. 2. Application. Provide the name of the contractor, the traffic control plan, and the manufacturer and product code for the adhesive at least two weeks prior to the application for CST/M&P review and approval. CST/?\4&P will confirm the date and location of the field evaluation installation and resolve any problems as necessary. CST/?\4&P will provide between fifty and one hundred RPMs of each submitted type for application from the samples submitted for laboratory testing. Testing of submitted markers occurs concurrently with a set of control RPMs, for compliance with the requirements of this specification. Control markers are those RPMs currently listed on the MPL; if the MPL is reorganized and no marker exists to act as a control, an RPM that has undergone the most recent NTPEP testing on both asphalt and concrete will be used. Supplier is responsible for application of the RPMs in the presence of CST/?\4&P. Application must meet all Department specifications for RPM application and traffic control as well as the manufacturer's recommendations. Notify CST/?\4&P of any problems or concerns with the installation within one week of application and request a re-installation, if necessary. 3. Evaluation. CST/?\4&P will notify supplier of a suggested date for field testing evaluation at least one month prior to completion of the 12-month field trial. Provide the name of the contractor and traffic control plan for the evaluation at least 2 weeks prior to the scheduled evaluation date. Materials must meet the following requirements: a. Retention Rate. The retention rate of the test RPMs must be no less than 5%below that of the control RPMs. TEXAS DEPARTMENT OF TRANSPORTATION 3-7 EFFECTIVE DATE:JANUARY 2010 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 DEPARTMENTAL MATERIALS SPECIFICATION PAVEMENT MARKERS(REFLECTORIZED) b. Body Damage. The test RPMs must not exhibit discoloration or body damage exceeding that of the control RPMs. They must not exhibit a repetitive form of damage or mode of failure (indicative of a design flaw) in a large percentage of the test RPMs. Body damage will be visually assessed according to NTPEP criteria. c. Functionality. Four RPMs placed at 80 foot spacing or eight RPMs placed at 40 foot spacing must be functional when viewed at night from a vehicle using the low beam headlight setting. They must be functional when viewed at a minimum distance of approximately 400 ft. in the daytime. A functional marker is both visible and conspicuous. d. Retroreflectivity. CST/1\4&P will remove twenty test RPMs from the pavement to undergo laboratory testing for retroreflectivity in accordance with Tex-842-B. Fifteen of the twenty RPMs pulled must pass the minimum reflective values shown in Table 1 (measured at 0.2° observation angle and 0° horizontal entrance angle). Table 1 Minimum Retroreflectivity(cd/fc)After 12 Months on the Roadway Face 12 Mo. Crystal 1.0 Amber 0.7 Red 0.2 D. Provisional Qualification. CST/M&P will grant provisional qualification after successful completion of the laboratory and field evaluations including NTPEP testing, when applicable. CST/M&P will send notification of provisional qualification, including the date of placement on the MPL, within one month after completion of the field evaluations. Failure to complete all project evaluation requirements successfully is grounds for cancellation of provisional qualification. E. Project Evaluation. Once the material is provisionally qualified and listed on the MPL, provide CST/M&P with project information for the first three jobs supplied with the RPMs and additional projects if requested. RPMs must meet the same performance criteria as for the field evaluation to receive full qualification. CST/M&P will return the project evaluation results after the 12-month evaluation of each project. 1. Full Qualification. CST/?\4&P will grant full pre-qualification and continue to list materials meeting all requirements of this specification on the MPL. Pre-qualification requires extensive field evaluations. It is critical that no significant changes are made to the RPMs' composition, manufacturing process, or design during or after pre-qualification without notifying CST/M&P. It is also critical that the RPMs provided be uniform, with minimum variations from marker to marker. Significant changes not reported by the manufacturer or variations in product, as determined by the Director of CST/M&P, may be cause for removal from the MPL. TEXAS DEPARTMENT OF TRANSPORTATION 4-7 EFFECTIVE DATE:JANUARY 2010 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 DEPARTMENTAL MATERIA LS SPECIFICATION PAVEMENT AJARKERS(REFLECTORIZED) 2. Failure. CST/1\4&P will revoke provisional qualification for RPMs that do not meet the performance criteria and will remove the RPMs from the MPL. Producers not qualified under this Specification may not furnish materials for Department projects and must show evidence of correction of all deficiencies before reconsideration for qualification. F. Periodic Evaluation. Periodic evaluation consists of random department-initiated laboratory testing, audits, and periodic required submittals or field testing. 1. Department-Initiated Laboratory Testing and Audits. The Department may conduct random sampling (per Tex-729-I) and testing on pre-qualified RPMs to identify changes in the material or nonconformity in production and to perform random audits of test reports. 2. Required Submittals or Field Testing. Every 5 years,provide NTPEP data showing continued compliance with the requirements of this specification. G. Disqualification. Causes for disqualification and removal from the MPL include, but are not limited to, the following: • material fails to meet the requirements stated in this specification; • the producer fails to report changes in the composition, manufacturing process, or design to CST/1\4&P; • the producer has unpaid charges for failing samples; or • qualified RPMs demonstrate repeated and large-scale performance problems in the field. H. Re-Qualification. Suppliers disqualified and removed from the MPL may submit materials for requalification after submitting documentation identifying the cause of the problem and corrective action taken. 4200.6. Material Requirements. All RPMs must meet all requirements, except for requirements specified for a specific type. A. Reflectorized Types. • Type I-A must contain one face that reflects amber light. The body, other than the reflective face, must be yellow. • Type I-C must contain one face that reflects white light. The body, other than the reflective face, must be white or silver-white. • Type I-R must contain one face that reflects red light. The body, other than the reflective face, must be white or silver-white. • Type II-A-A must contain two reflective faces oriented 180° to each other, each of which must reflect amber light. The body, other than the reflective faces, must be yellow. TEXAS DEPARTMENT OF TRANSPORTATION 5-7 EFFECTIVE DATE:JANUARY 2010 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 DEPARTMENTAL MATERIALS SPECIFICATION PAVEMENT MARKERS(REFLECTORIZED) • Type II-C-R must contain two reflective faces oriented 180° to each other, one of which must reflect white light and one of which must reflect red light. The body, other than the reflective faces, must be white or silver-white. B. Appearance Requirements. The outer surface of the RPMs must be smooth except for the molding or stamping of the manufacturer's unique imprint. All corners and edges exposed to traffic must be rounded. C. Optical Requirements. The RPMs must be capable of providing amber, red, or white light reflection as required by the requisition or plans. The reflected light of each reflective face must conform to the minimum reflective specific intensity (SI)requirements listed in Table 2, measured in candelas per foot-candle (cd/fc). Table 2 Minimum SI per Reflective Face at 0.21 Observation Angle(cd/fc) Horizontal Entrance Angle Crystal Amber Red 00 3.00 2.00 0.75 200 1.50 1.00 0.30 D. Physical Requirements. When tested in accordance with Tex-434-A, the minimum strength of five markers must be 2,000 lb. with none exhibiting a deformation of more than 0.125 in. before achieving the minimum strength. A random sample of five markers will be tested in accordance with Tex-434-A. The average compression results must have a quality index value equal to or greater than 1.23. The quality index value will be calculated from the lower specification limit of 2,000 lb. load. The following equation is used to determine the quality index value: QL = (X — LSL) / s Where: QL = quality index value X= average result from test LSL= lower specification limit s = standard deviation from test. E. Heat Resistance. The RPMs must show no change in physical or optical properties when subjected to the requirements of Tex-846-13. The temperature will be 140°F with the marker in a vertical position. The SI of the pavement marker must not be less than 80% of its initial value after being subjected to the heat test. TEXAS DEPARTMENT OF TRANSPORTATION 6-7 EFFECTIVE DATE:JANUARY 2010 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 DEPARTMENTAL MATERIALS SPECIFICATION PAVEMENT MARKERS(REFLECTORIZED) F. Impact Test. The RPMs will be impact tested during the pre-qualification process. They will be impacted with a 20-lb. weight in the form of a 2-in. solid right-circular cylinder with a flat impact face having rounded edges falling freely through a vertical guide. The RPMs will be impacted while resting on a solid, flat, steel plate that is at least 1/2 in. thick. The RPMs will be tested at increasing heights until failure occurs. Failure will occur when the lens or body cracks. The height at which failure occurs -6 in. will be the acceptance threshold for RPMs supplied after pre-qualification. 4200.7. Archived Versions. Archived versions are available. TEXAS DEPARTMENT OF TRANSPORTATION 7-7 EFFECTIVE DATE:JANUARY 2010 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 DEPARTMENTAL MATERIALS SPECIFICATION BITVMINOVS ADHESIVE FOR PAVEMENT MARKERS DMS - 6130 BITUMINOUS ADHESIVE FOR PAVEMENT MARKERS EFFECTIVE DATE: JANUARY 2008 6130.1. Description. This Specification establishes the requirements for bituminous type hot- melt adhesive used for the placement of pavement markers. Two types are addressed: standard bituminous marker adhesive consisting of an asphalt base with homogeneously mixed mineral filler; and flexible bituminous marker adhesive consisting of a highly polymer modified asphalt. Either adhesive must be suitable for bonding ceramic and plastic markers to hydraulic cement concrete, asphaltic concrete, and chip-sealed road surfaces and be applicable when road surface and marker temperatures are in the approximate range of 4-71°C (40-160°F). The composition of the adhesive must be such that its properties will not deteriorate when heated to and applied at temperatures up to 218°C (425°F)using either air or oil jacketed melters. 6130.2. Units of Measurements. The values given in parentheses (if provided) are not standard and may not be exact mathematical conversions. Use each system of units separately. Combining values from the two systems may result in nonconformance with the standard. 6130.3. Material Requirements. A. Adhesive Properties. The adhesive must be smooth and homogeneous, containing no visible particles, and must comply with the requirements in Table 1. Table 1 Adhesive Properties Material Standard Adhesive Flexible Adhesive Property Test Method min max min max Softening Point,°F ASTM D 36 200 200 Penetration, 100 g,5 s,25°C(77F),0.1 mm ASTM D 5 10 20 15 254 Flow,5 hr.,70°C(158°F),mm 5 54 Heat Stability Flow,5 hr.,70°C(158°F),mm 5 5 Viscosity, 10 rpm,204°C(400°F),Pa-s 7.5 7.5 Flash Point,C.O.C.,OF ASTM D 92 550 550 Ductility,5 cm/min,77°F,cm AASHTO T 51 - 15 - Flexibility, 1 in.mandrel,90°bend, 10 s ASTM D 3111 pass 1.Exception to ASTM D 5329;heat the sample as described in ASTM D 5, Section 7.1. 2.Exception to ASTM D 5329;condition the sample as described in"Test Methods." 3.As modified in"Test Methods" 4.Maximum penetration of 30 is allowed provided the result of the flow test is less than 1 mm. TEXAS DEPARTMENT OF TRANSPORTATION 1 -3 LAST REVIEWED:SEPTEMBER 2014 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 DEPARTMENTAL A114TERI1 LS SPECIFICATION BITVMINOVS ADHESIVE FOR PA vEMENT MARKERS B. Asphalt Properties. This applies to standard bituminous adhesive only. The filler-free asphalt, obtained from the Extraction and Abson recovery process, as explained in Section 6130.4, must have the properties in Table 2. Table 2 Filler-Free Asphalt Properties Property Minimum Maximum Test Method Penetration, 100 g,5 s,25°C,(77°F), 25 ASTM D 5 0.1 mm(in.) Viscosity, 135°C(275°F)Pa-s 1.2(12) ASTM D 2171 (Poises) Viscosity Ratio, 135°C(275°F) 2.2 ASTM D 1754 and ASTM D 2171 C. Filler Properties. This applies to standard bituminous adhesive only. The filler material, obtained using the filler separation technique described in Section 6130.4, must have the properties in Table 3. Table 3 Filler Properties Property Minimum Maximum Test Method Filler Content,wt.% 50 75 As in Section 6130.4. Filler Fineness,%passing: ASTM C 430,as modified in 45 µm o.325) 75 -- Section 6130.4. 75 µm(No.200) 95 100 -- 150µm(No. 100) 6130.4. Test Methods. A. Heat Stability Flow. To determine the heat stability flow,place 1000 g of adhesive in a loosely-covered quart can, heat to 218°C (425°F) and maintain at this temperature 4 hours before performing the flow test. B. Extraction and Abson Recovery. Use this procedure to separate and recover the base asphalt from the adhesive. Heat the adhesive just to the point where it will easily flow. Transfer between 125 and 150 g into a 1000-mL (1-qt.) Erlenmeyer flask containing 400 mL (13.5 fl. oz.) of trichloroethylene with a temperature of 52-66°C (125-150°F). Stir this mixture thoroughly to dissolve the asphalt. Decant the solvent-asphalt mixture. Recover the base asphalt from solvent according to Tex-211-F, but begin with the centrifuge step; the primary distillation is not necessary. Repeat the above extraction- recovery method as necessary to obtain the desired quantity of asphalt. C. Filler Separation Technique. Use this procedure to separate the filler material from the asphalt and determine the filler content of the adhesive. Weigh 10.00 ± 0.01 g of solid adhesive, broken into small pieces, into a centrifuge flask with approximately 100 mL (3.5 fl. oz.)volume such as that specified in ASTM D 1796. Add 50 mL (1.7 fl. oz.) of trichloroethylene to the adhesive. Swirl or stir the mixture with a fine rod, taking care not TEXAS DEPARTMENT OF TRANSPORTATION 2-3 LAST REVIEWED:SEPTEMBER 2014 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 DEPARTMENTAL A114TERI1 LS SPECIFICATION BITVMINOVS ADHESIVE FOR PA vEMENT MARKERS to lose any solids. Place the sample flask in a balanced centrifuge and spin using a minimum relative centrifugal force of 150 (as determined in ASTM D 1796, Section 6.) Remove the sample flask and decant the solvent, taking care not to lose any solids. Repeatedly add more solvent, centrifuge, and decant until the solvent becomes clear and the filler appears free of asphalt. Dry the recovered filler at 71 ± 3°C (160 ± 5°F)to remove solvent. Weigh the dried filler. Filter the decanted solvent through a filter paper with a 20-25 µm retention factor to verify there is no loss of filler. Calculate the filler content as a percentage of the original sample weight. D. Filler Fineness. Use this procedure to determine the filler fineness. Use the same apparatus as described in ASTM C 430, except also use 75µm (No. 200) and 150 µm (No. 100) sieves. Prepare a water solution containing 1 wt. percent of a nonionic, water- soluble surfactant, such as Triton X-100, beforehand. Thoroughly wet the 1 g dry sample in the surfactant solution and allow it to soak for 30 min. Transfer the filler completely into the 45 µm (No. 325) sieve cup. Wash the sample with the water spray, as described in ASTM C 430, Section 5, for 2 min., adding surfactant solution as needed to disperse any clumped particles. Dry and weigh the sample and perform calculations as directed in ASTM C 430. Repeat the procedure using the other two sieve sizes. 6130.5. Acceptance. Bituminous adhesives are pre-qualified in accordance with Tex-538-C. Consult"Bituminous Marker Adhesive" for a list of materials currently pre-qualified under this procedure. 6130.6. Packaging and Labeling. Package the adhesive in self-releasing cardboard containers with essentially flat and parallel top and bottom surfaces such that the packages will stack properly. Each package must have a net weight of either 23 or 27 kg (50 or 60 lb.) and must weigh within 1 kg (2 lb.) of the stated quantity. Self-releasing cardboard dividers, which will separate each package into sections weighing no more than 7 kg (15 lb.) each, must be part of the packaging. Each package must display: • the manufacturer's name, • net weight, • lot or batch number, and • a product name that clearly identifies the material as either standard or flexible bituminous marker adhesive. 6130.7. Archived Versions. Archived versions are available. TEXAS DEPARTMENT OF TRANSPORTATION 3-3 LAST REVIEWED:SEPTEMBER 2014 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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 conform 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 VI 168 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:C9990AD4-3391-4F51-819E-196F69504900 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 notbe 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 may be 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 j oining 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 Block Soddip& 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 Soddin;;: 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:C9990AD4-3391-4F51-819E-196F69504900 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 II 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 II 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:C9990AD4-3391-4F51-819E-196F69504900 (2) Mixing _Water 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 free 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:C9990AD4-3391-4F51-819E-196F69504900 TABLE 1 Coarse Aggregate Gradation Chart Percent Retained on Each Sieve Aggregate Nominal 2-�/z 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-�/z 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 Agate 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:C9990AD4-3391-4F51-819E-196F69504900 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 0to5 0to20 15to50 35to75 70to90 90to100 97to100 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 030020 Page 4 of 13 Rev.10-30-2014 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 given 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:C9990AD4-3391-4F51-819E-196F69504900 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 030020 Page 6 of 13 Rev.10-30-2014 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 no 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 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:C9990AD4-3391-4F51-819E-196F69504900 TABLE 3 Slump Requirements Concrete Desi_ng ation 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. 8. 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 030020 Page 8 of 13 Rev.10-30-2014 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 cement 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(f c) 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 H 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:C9990AD4-3391-4F51-819E-196F69504900 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 thro-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 030020 Page 10 of 13 Rev.10-30-2014 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 be 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 The nominal size and area and the theoretical weight of reinforcing steel bars covered by this specification are as follows: Nominal Weight per 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:C9990AD4-3391-4F51-819E-196F69504900 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 43, 44, 45 4d 46, 47, 48 5d All bends in main bars and in secondary bars not covered above: Grade 60 Grade 75 43 thru 48 6d 49, 410 8d -- 411 8d 8d 414, 418 10d -- 032020 Page 3 of 6 Rev.10-30-2014 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 4. TOLERANCES Fabricating tolerances for bars shall be within 3 percent of specified or as follows: Plan Dien. a 3/4" 7/8" Bar or Smaller--Pfaxn. Dimon. Bair s 1/2� 1** Baor Larger --P+an_ D+men. ; 1` s 3/ H= over 6`.--a�mere.+ Zero or -+/Z N = G" and less-{3iensn. • Zero or -#/4•• =D CL H i1 7/8- Bar or Smolier--Edon Dimon. = 1/2' _ f r 1" Bar or Largor—Plan Dimon. ; 1 Piro$ or Circular Tis Tie or st&"p Plan Oimen.31 Plan Oi--=1/2 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:C9990AD4-3391-4F51-819E-196F69504900 TABLE 1 Minimum Lap Requirements L,a 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 032020 Page 5 of 6 Rev.10-30-2014 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 cotton mats for a period of 72 hours. The blocks shall be cast in the form of a frustum 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:C9990AD4-3391-4F51-819E-196F69504900 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 meetthe requirements of ASTM Designation: D1751 "Standard Specification for Preformed Expansion Joint Filler for Concrete Paving and Structural Construction (Non-extruding and Resilient Bituminous Types)",exceptthatthe 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:C9990AD4-3391-4F51-819E-196F69504900 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 1-a and Class 1-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 manuf.). 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 (1" in 31/2"). (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:C9990AD4-3391-4F51-819E-196F69504900 PROPERTY METHOD REQUIREMENT Color ASTM D1752, Type 1 Black Density ASTM D1752, Type 1 40 lb./ft' Min. Recovery ASTM D1752, 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:C9990AD4-3391-4F51-819E-196F69504900 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 j oints to be filled with expansion j oint 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 joint shall be blown clean of all foreign material and sealed. Where preformed fiber j oint 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:C9990AD4-3391-4F51-819E-196F69504900 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 betaken 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 preventbulging 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:C9990AD4-3391-4F51-819E-196F69504900 (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 j oists 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, forms shall be filleted at all sharp corners and edges with triangular chamfer 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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-Agitated Concrete: Above 80 degrees F 15 minutes Up to 80 degrees F 30 minutes Agitated 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:C9990AD4-3391-4F51-819E-196F69504900 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 forms 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 j oints 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:C9990AD4-3391-4F51-819E-196F69504900 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 forms. 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 butnot againstthe 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 maybe 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:C9990AD4-3391-4F51-819E-196F69504900 (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 permission 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 j ob 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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 anyone 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:C9990AD4-3391-4F51-819E-196F69504900 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 II 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 subj ectto the restrictions of Table 1 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) Pondin;. 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:C9990AD4-3391-4F51-819E-196F69504900 (1") depth of water. Satisfactory provisions shall be made to provide a dam to retain the water or saturated granular material. (3) Membrane Curin;. 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:C9990AD4-3391-4F51-819E-196F69504900 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 1 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 uniform 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 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:C9990AD4-3391-4F51-819E-196F69504900 PART T TECHNICAL SPECIFICATIONS Waldron Road—From Purdue Road to SPID, Bond 2020, Project Number 21057 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 713 Item 713 =_ Cleaning and Sealing Joints and Cracks Texas (Concrete Pavement) of�ransparfnspodf Tafion 1. DESCRIPTION Clean and seal joints and cracks in concrete pavement. 2. MATERIALS Furnish sealant,boards,and backer rods in accordance with DMS-6310,"Joint Sealants and Fillers."The sealant must be type 4,5,7,or 8 unless otherwise shown on the plans and specifications. Furnish primer when required by the sealant manufacturer. 3. EQUIPMENT Use equipment that meets the sealant manufacturer's recommendations. Furnish equipment capable of placing the sealant,backer rods,and boards as detailed on the plans. Furnish equipment capable of removing all foreign material from the concrete joint or the grooved crack.The following equipment is recommended to meet cleaning and sealing requirements: ■ Power Concrete Saw, ■ Sandblasting Equipment, ■ Power Router, ■ High Pressure Air,and ■ Sealant Dispenser. 4. WORK METHODS Use dimensions shown for joint details in standard drawing Concrete Paving Details,Joint Seals, unless other dimensions are shown on the plans. Make a groove,follow the cracks to be sealed,and rout the groove approximately 1/2 in.deep x 5/8 in.wide,unless otherwise directed or shown on the plans.The Engineer will select joints and cracks to be cleaned and sealed. Remove all foreign material from the joint or groove reservoir.Clean the joint by sandblasting or other approved methods. If directed,saw joint sides to remove embedded foreign material in the concrete that sandblasting will not remove. Do not place sealant when the concrete pavement is below 55°F or above 90°F. Do not place sealant in a wet or damp joint or groove. Use approved drying method if joints or grooves are sealed within 24 hours of rain.Apply primer when required by the sealant manufacturer.Blow out joint or groove with high pressure air or other approved methods before placing sealant. Remove and replace sealant when placed flush with or above the pavement surface.The different types of joints and cracks are described in Table 1. 1 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 713 Table 1 Types of Joints and Cracks Requirements Joint or Crack Type Requirement Transverse Contraction Joints Backer rods and sealants Longitudinal Contraction Joint Sealant Longitudinal Construction Joint Sealant Expansion Joints Boards,backer rods,and sealant Cracks in Jointed Concrete Pavement Sealant 5. MEASUREMENT Joint cleaning and sealing will be measured by the foot of joint cleaned and sealed.Crack cleaning and sealing will be measured by the foot of crack cleaned and sealed. 6. PAYMENT The work performed and materials furnished in accordance with this Item and measured in accordance with "Measurement"will be paid for at the unit price bid for"Joint Sealing and Cleaning"of the type specified,or "Crack Cleaning and Sealing." 2 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 APPENDIX ALL TESTING REPORTS AS APPLICABLE Waldron Road—From Purdue Road to SPID, Bond 2020, Project Number 21057 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 APPENDIX A SUBSURFACE INVESTIGATION AND GEOTECHNICAL RECOMMENDATIONS Waldron Road—From Purdue Road to SPID, Bond 2020, Project Number 21057 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 • GEOTECHNICAL ENGINEERING • MATERIALS ENGINEERING &TESTING • SOILS • ASPHALT • CONCRETE <,q I �uuuuuuuuu ��o eo9gro Go�Qo P 9y �� SUBSURFACE INVESTIGATION AND GEOTECHNICAL RECOMMENDATIONS FOR THE PROPOSED WALDRON ROAD RECONSTRUCTION (21057) S.P.I.D. TO PURDUE ROAD CORPUS CHRISTI, TEXAS MSA NO. 3399, PROJECT NO. 21057, TASK ORDER NO. 19 RETL REPORT NUMBER: G121508 PREPARED FOR: CITY OF CORPUS CHRISTI ENGINEERING SERVICES 1201 LEOPARD STREET CORPUS CHRISTI, TEXAS 78401 �r y ' JANUARY 11, 2022 PREPARED BY: ROCK ENGINEERING & TESTING LABORATORY, INC. w 6817 LEOPARD STREET r CORPUS CHRISTI, TEXAS 78409 P: (361) 883-4555; F: (361) 883-4711 TBPE FIRM NO. 2101 all u, 0 i � i.Alwuwm rmaa�rrir " ;, r 0; DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 �� FS0 GEOTECHNICAL ENGINEERING • CONSTRUCTION MATERIALS ENGINEERING &TESTING �6+0Rgro 04'�G�p�� SOILS *ASPHALT* CONCRETE 9y `aG January 11, 2022 City of Corpus Christi Engineering Services 1201 Leopard Street Corpus Christi, Texas 78401 Attention: Mr. Larry H. Wenger Jr., P.E. SUBJECT: SUBSURFACE INVESTIGATION, LABORATORY TESTING PROGRAM, AND GEOTECHNICAL RECOMMENDATIONS FOR THE PROPOSED WALDRON ROAD RECONSTRUCTION (21057) S.P.I.D. to Purdue Road Corpus Christi, Texas MSA No. 3399, Project No. 21057, Task Order No. 19 RETL Job No. — G121508 Dear Mr. Wenger, In accordance with our agreement, we have conducted a subsurface exploration for the above referenced project. The results of this investigation, together with our recommendations, are to be found in the accompanying report, one electronic copy of which is being transmitted for your records and for distribution to the design team. Often, because of design and construction details that occur on a project, questions arise concerning soil conditions, and Rock Engineering and Testing Laboratory, Inc. (RETL), a Texas Professional Engineering Firm (No. — 2101), would be pleased to continue its role as Geotechnical Engineer during the project implementation. RETL also has great interest in providing materials testing and observation services during the construction phase of this project. If you will advise us of the appropriate time to discuss these engineering services, we will be pleased to meet with you at your convenience. If you have any questions, or if we can be of further assistance, please contact us at (361) 883-4555. Sincerely, Mark C. Rock, P.E. Senior Consultant ROCK ENGINEERING & TESTING LABORATORY, INC. (TBPE FIRM NO. 2101) Corpus Christi San Antonio Round Rock Office:361.883.4555 Office:210.495.8000 Office:512.284.8022 Fax: 361.883.4711 Fax:210.495.8015 Fax: 512.284.7764 6817 Leopard St. 10856 Vandale 7 Roundville Ln. Corpus Christi,TX 78409 San Antonio,TX 78216 Round Rock,TX 78664 u..w..w::.rogh..!,.s..l;ii,n,r.c;cinru DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 SUBSURFACE INVESTIGATION, LABORATORY TESTING PROGRAM, AND GEOTECHNICAL RECOMMENDATIONS FOR THE PROPOSED WALDRON ROAD RECONSTRUCTION (21057) S.P.I.D. TO PURDUE ROAD CORPUS CHRISTI, TEXAS MSA NO. 3399, PROJECT NO. 21057, TASK ORDER NO. 19 RETL REPORT NUMBER: G121508 PREPARED FOR: CITY OF CORPUS CHRISTI ENGINEERING SERVICES 1201 LEOPARD STREET CORPUS CHRISTI, TEXAS 78401 JANUARY 11, 2022 PREPARED BY: ROCK ENGINEERING AND TESTING LABORATORY, INC. 6817 LEOPARD STREET CORPUS CHRISTI, TEXAS 78409 PHONE: (361) 883-4555; FAX: (361) 883-4711 TEXAS PROFESSIONAL ENGINEERING FIRM NO. or 2101 , jo ,;SOF Lantz, it 9,4868 00 f JAM P. AUER W ° ............. ........ er... 1292 .,, Jam P. Bauer, P.E. Darren W. Lantz, Cor us Christi Branch Manager Senior Consultant DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 TABLE OF CONTENTS Page INTRODUCTION.....................................................................................................................................................1 Authorization ........................................................................................................................ 1 Purposeand Scope.............................................................................................................. 1 General................................................................................................................................. 1 DESCRIPTION OF SITE.........................................................................................................................................2 FIELD EXPLORATION...........................................................................................................................................2 Scope ................................................................................................................................... 2 Drilling and Sampling Procedures ........................................................................................ 3 Field Tests and Observations............................................................................................... 4 LABORATORY TESTING PROGRAM ..................................................................................................................4 SUBSURFACE CONDITIONS................................................................................................................................5 General................................................................................................................................. 5 Existing Pavement Materials ................................................................................................ 5 SubgradeSoil Conditions..................................................................................................... 6 OSHA Soil Type Classification ............................................................................................. 7 Groundwater Observations................................................................................................... 7 PROJECT DISCUSSION........................................................................................................................................8 ProjectDescription ............................................................................................................... 8 Potential Vertical Rise (PVR) Discussion ............................................................................. 8 PAVEMENT CONSIDERATIONS...........................................................................................................................8 PAVEMENT RECOMMENDATIONS....................................................................................................................10 Flexible Pavement Recommendations ............................................................................... 10 Rigid Pavement Recommendations ................................................................................... 10 Pavement Material Recommendations............................................................................... 10 SubgradePreparation ........................................................................................................ 11 Specifications ..................................................................................................................... 12 Routine Maintenance of Flexible and Rigid Pavement Systems ........................................ 12 CONSTRUCTION CONSIDERATIONS................................................................................................................12 SiteDrainage...................................................................................................................... 12 UtilityTrenches................................................................................................................... 12 Earthwork and Subgrade Acceptance ................................................................................ 13 GENERAL COMMENTS....................................................................................................................................... 13 APPENDIX Site Vicinity Map Boring Location Plan Boring Logs B-101 through B-109 (recent borings) Boring Logs B-1A and B-1 B (previous borings) Key to Soil Classifications and Symbols DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 January 11, 2022 WALDRON ROAD RECONSTRUCTION (21057) Attn: Mr. Larry H. Wenger Jr., P.E. S.P.I.D. to Purdue Road, Corpus Christi, Texas RETL Job Number: G121508 MSA No. 3399, Project No. 21057, Task Order No. 19 INTRODUCTION This report presents the results of a subsurface investigation, laboratory testing program, and geotechnical analysis for the proposed Waldron Road Reconstruction project, from South Padre Island Drive (S.P.I.D.) to Purdue Road, in Corpus Christi, Texas. Authorization The work for this project was performed in accordance with Rock Engineering and Testing Laboratory, Inc. (RETL) proposal number CGP092021A, dated October 4, 2021. The scope of work and fee was approved on October 5, 2021, by provision of City of Corpus Christi Task Order No. 19, under the MSA for Geotech/Construction Materials Testing Contract No. 3399. The Task Order was electronically provided to RETL. Purpose and Scope The purpose of this exploration was to evaluate the existing pavement and subsurface materials and soil subgrade conditions at nine locations along Waldron Road, from S.P.I.D. to Purdue Road, and to provide pavement reconstruction recommendations. The scope of the exploration and analysis included the subsurface exploration, field and laboratory testing, engineering analysis and evaluation of the subsurface soils, provision of pavement recommendations, and preparation of this report. The scope of services did not include an environmental assessment. Any statements in this report, or on the boring logs, regarding odors, colors, unusual or suspicious items or conditions are strictly for the information of the client. General The exploration and analysis of the subsurface conditions reported herein are considered sufficient in detail and scope to provide pavement recommendations for the proposed project. The information submitted for the proposed project is based on project details provided by Mr. Larry H. Wenger Jr., P.E., representing the City of Corpus Christi, and the soil information obtained at the boring locations. If the designers require additional soil parameters to complete the design of the proposed pavement system, and this information can be obtained from the soil data and laboratory tests performed within the scope of work included in our proposal for this project, RETL will provide the additional information requested as a supplement to this report. The Geotechnical Engineer states that the findings, recommendations, specifications or professional advice contained herein have been presented after being prepared in a manner consistent with that level of care and skill ordinarily exercised by reputable members of the Geotechnical Engineer's profession practicing contemporaneously under similar conditions in the locality of the project. RETL operates in general accordance with "Standard Practice for Minimum Requirements for Agencies Engaged in the Testing and/or Inspection of Soil and Rock as Used in Engineering Design and Construction, (ASTM D3740)." No other representations are expressed or implied, and no warranty or guarantee is included or intended. Page 1 of 13 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 January 11, 2022 WALDRON ROAD RECONSTRUCTION (21057) Attn: Mr. Larry H. Wenger Jr., P.E. S.P.I.D. to Purdue Road, Corpus Christi, Texas RETL Job Number: G121508 MSA No. 3399, Project No. 21057, Task Order No. 19 This report has been prepared for the exclusive use of the City of Corpus Christi and the design team for the proposed Waldron Road Reconstruction project, from S.P.I.D. to Purdue Road, in Corpus Christi, Texas. DESCRIPTION OF SITE The site of the proposed Waldron Road Reconstruction project is located in Corpus Christi, Texas. The portion of the existing street included in this project is approximately 1.5 miles long and 58 feet wide and extends between S.P.I.D. and Purdue Road. Within the project limits, commercial and residential properties border both sides of Waldron Road. The general location is illustrated on the Site Vicinity Map located in the Appendix of this report. Waldron Road is an existing four-lane roadway that features a continuous center turn lane, as well as curb and gutters on both sides. With exception of the northmost approximate 350 feet of the project limits, concrete pavements comprise the entire length of the project. Overhead utilities are continuously present parallel to and along both sides of the road. Multiple overhead utility crossings exist. Evidence of below grade utilities were observed on both sides of the road and crossing beneath the roadway. Traffic signals are currently present at S.P.I.D, Knickerbocker Street and Purdue Road. FIELD EXPLORATION Scope The field exploration, to evaluate the engineering characteristics of the subsurface materials, included reconnaissance of the project site, coring of the existing pavement constituents, performing the boring operations and obtaining disturbed samples of the subgrade soils. During the sample recovery operations, the thickness of the pavement materials were measured, while the subgrade soils encountered to the boring termination depths of 5 feet were classified and recorded on the boring logs in accordance with "Standard Guide for Field Logging of Subsurface Exploration of Soil and Rock, (ASTM D5434)." As requested and included in the scope of exploration for this project, nine pavement cores and soil borings were performed for the purpose of obtaining existing pavement materials and thicknesses, as well as providing information regarding existing groundwater and subgrade soil information. In addition, RETL previously performed two hand-augered pavement borings along the alignment of this project and have included those borings within this study and report. Accordingly, a total of eleven borings have been performed and evaluated for this exploration. The table below provides the boring identification, boring depths and GPS coordinates. Page 2 of 13 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 January 11, 2022 WALDRON ROAD RECONSTRUCTION (21057) Attn: Mr. Larry H. Wenger Jr., P.E. S.P.I.D. to Purdue Road, Corpus Christi, Texas RETL Job Number: G121508 MSA No. 3399, Project No. 21057, Task Order No. 19 Summary of Boring Information Boring Boring Depth (ft) General Location GPS Coordinates Identification B-101 5 Northbound Outside Lane N 27.66796° W 97.28264° B-102 5 Southbound Outside Lane N 27.66662° W 97.28363° B-103 5 Southbound Inside Lane N 27.66381' W 97.28532° B-104 5 Turning Lane N 27.66200° W 97.28641' B-105 5 Northbound Inside Lane N 27.66049° W 97.28733° B-106 5 Northbound Outside Lane N 27.65818° W 97.28872' B-107 5 Southbound Outside Lane N 27.65412° W 97.29145° B-108 5 Northbound Inside Lane N 27.65163° W 97.29288° B-109 5 Southbound Inside Lane N 27.64982° W 97.29406° *B-1A 6 Northbound Outside Lane N 27.65565° W 97.29031° *13-1 B 6 Northbound Outside Lane N 27.66534° W 97.28423° *Borings B-1A and B-1B are hand-augered borings that were previously performed in June 2021. The City of Corpus Christi determined the number, depth and general locations of the borings. RETL determined the specific and final locations of the borings and performed the drilling operations. The GPS coordinates were obtained at the boring locations using a Garmin GPS model eTrex and are provided in this report and on the boring logs. Upon completion of the drilling operations and obtaining the groundwater observations, the borings were backfilled with excess soils obtained during drilling operations and the surface was patched with cold-patch asphalt or Quikrete as appropriate. A Boring Location Plan is provided in the Appendix of this report. The borings performed for this project were used to determine the classification and strengths of the subgrade soils. The information provided on the boring logs includes boring location, boring depth, pavement material types and thicknesses, soil classification, soil strengths, and laboratory test results. The boring logs are included in the Appendix. Drilling and Sampling Procedures At the boring locations, the pavement constituents were cored using a diamond core barrel until subgrade soils were encountered. After coring, the pavement constituents were removed and measured for thickness. A drill rig equipped with a rotary head turning solid stem augers was used to advance the borings to termination depths of 5 feet. Disturbed samples were obtained employing split-barrel sampling procedures in general accordance with the procedures for "Penetration Test and Split-Barrel Sampling of Soils, (ASTM D 1586)". Borings B-1A and B-1B, previously performed in June 2021, were advanced to termination depths of 6 feet using hand-augering and sampling techniques. Page 3 of 13 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 January 11, 2022 WALDRON ROAD RECONSTRUCTION (21057) Attn: Mr. Larry H. Wenger Jr., P.E. S.P.I.D. to Purdue Road, Corpus Christi, Texas RETL Job Number: G121508 MSA No. 3399, Project No. 21057, Task Order No. 19 The samples were placed in plastic bags, marked according to boring numbers, depths, and any other pertinent field data, stored in special containers, and delivered to the laboratory for testing. Field Tests and Observations Standard Penetration Test (SPT) — During the sampling procedures, SPT were performed to obtain the standard penetration value of the soil at selected intervals. The standard penetration value (N) is defined as the number of blows of a 140-pound hammer, falling 30 inches, required to advance the split-barrel sampler 1 foot into the soil. The sampler is lowered to the bottom of the previously cleaned drill hole and advanced by blows from the hammer. The number of blows is recorded for each of three successive 6-inch penetrations. The "N" value is obtained by adding the second and third 6-inch increment number of blows. An automatic hammer was utilized when performing SPTs. An automatic hammer is usually taken as having an efficiency of one. The results of standard penetration tests indicate the relative density of cohesionless soils and comparative consistency of cohesive soils, thereby providing a basis for estimating the relative strength and compressibility of the soil profile components. Water Level Observations — Water level observations were obtained during the test boring operations. Water level observations are noted on the boring logs provided in the Appendix. In relatively pervious soils, such as sands, the indicated depths are usually reliable groundwater levels. In relatively impervious soils, such as clays, a suitable estimate of the groundwater depth may not be possible, even after several days of observation. Seasonal variations, temperature, land-use, proximity to water bodies and recent rainfall conditions may influence the depth to the groundwater. The amount of water in open boreholes largely depends on the permeability of the soils encountered at the boring locations. Ground Surface Elevations — The ground surface elevations at the boring locations were not provided at the time of this report. Therefore, the depths referred to in this report are from the actual ground surface at the boring locations during the time of our field investigation. LABORATORY TESTING PROGRAM In addition to the field investigation, a laboratory testing program was conducted to determine additional pertinent engineering characteristics of the subsurface materials necessary in analyzing the behavior of the pavement systems for the proposed project. The laboratory testing program included supplementary visual classification (ASTM D2487) and water content tests (ASTM D2216) on the samples. In addition, selected samples were subjected to Atterberg limits tests (ASTM D4318)and percent material finer than the#200 sieve tests (ASTM D1140). Base materials, where encountered, were also sieved over a #4 Sieve to determine the percent gravel within the base material. The laboratory testing program was conducted in general accordance with applicable ASTM Specifications. The results of these tests are to be found on the accompanying boring logs provided in the Appendix. Page 4 of 13 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 January 11, 2022 WALDRON ROAD RECONSTRUCTION (21057) Attn: Mr. Larry H. Wenger Jr., P.E. S.P.I.D. to Purdue Road, Corpus Christi, Texas RETL Job Number: G121508 MSA No. 3399, Project No. 21057, Task Order No. 19 SUBSURFACE CONDITIONS General The types of surficial and subsurface materials encountered in the borings have been visually classified and are described in detail on the boring logs. The results of the standard penetration tests, water level observations and laboratory tests are presented on the boring logs. Representative samples of the soils were placed in polyethylene bags and are now stored in the laboratory for further analysis, if desired. Unless notified to the contrary, the samples will be disposed of three months after issuance of this report. The stratification of the soil, as shown on the boring logs, represents the soil conditions at the actual boring locations. Variations may occur between, or beyond, the boring locations. Lines of demarcation represent the approximate boundary between different soil types, but the transition may be gradual, or not clearly defined. It should be noted that, whereas the test borings were drilled and sampled by experienced drillers, it is sometimes difficult to record changes in stratification within narrow limits. In the absence of foreign substances, it is also difficult to distinguish between discolored soils and clean soil fill. Existing Pavement Materials The existing pavement material types and approximate thicknesses encountered at the boring locations have been summarized and are provided in the following table. Existing Pavement Materials Profile Table Asphalt Concrete Base *Base Total Boring Pavement Thickness Thickness Thickness Material Identification (inches) (inches) (inches) Type Thickness inches B-101 8 --- 15 Clayey Sand with Gravel (SC) 23 8-102 --- 7'/4 --- --- 7'/4 B-103 --- 8 --- --- 8 8-104 --- 8'/4 --- --- 8'/4 B-105 --- 8 --- --- 8 B-106 --- 8'/2 --- --- 8'/2 B-107 --- 8 --- --- 8 B-108 --- 8'/2 --- --- 8'/2 B-109 --- 8 --- --- 8 B-1A --- 8'/2 --- --- 8'/2 B-1 B --- 8'/4 --- --- 8'/4 Page 5 of 13 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 January 11, 2022 WALDRON ROAD RECONSTRUCTION (21057) Attn: Mr. Larry H. Wenger Jr., P.E. S.P.I.D. to Purdue Road, Corpus Christi, Texas RETL Job Number: G121508 MSA No. 3399, Project No. 21057, Task Order No. 19 *The existing base material at Boring B-1 is light brown in color and was tested to contain approximately 35 percent gravel sized particles as determined by a No. 4 sieve test. In addition, the existing base materials were tested to contain 13 percent silt and clay material as determined by a No. 200 sieve test. The tested Liquid Limit(LL) of the existing base was 35 percent and the Plasticity Index (PI) was 9. At all the concrete pavement locations explored, the pavements contained wire mesh reinforcement. In addition, base materials or evidence of subgrade stabilization was identified. Subgrade Soil Conditions The soil conditions beneath the existing pavement constituents were identified to be similar at the boring locations, with some variation in strengths and plasticity. The subgrade conditions have been partitioned into two groups and the corresponding soil properties are provided in the following tables. Subgrade Soil Profile Table 1 (Boring Locations B-101 to B-104, B-108, B-109, 13-1A and 13-113) Depth Generalized Soil PI -#200 ye N Description 0—(71/4 to 23 inches) Existing Pavement - - - - -- Materials (7'/4 to 23 inches)—3 feet Silty SAND and NP 5 - 19 31 115 14 -23 Poorly Graded SAND 3 feet—6 feet Silty SAND and NP 6 -9 29 110 4 - 16 Poorly Graded SAND Note:Borings B-101, B-102, B-103, B-104, B-108 and B-109 were terminated at a depth of 5 feet. Subgrade Soil Profile Table 2 (Boring Locations B-105 to B-107) Depth Generalized Soil PI -#200 ye N Description 0—(8 to 8'h inches) Existing Pavement - - - - -- Materials (8 to 8'h inches)—3 feet Clayey SAND and 8 22 -26 30 115 9 - 14 Poorly Graded SAND 3 feet—5 feet Clayey SAND and 7 - 11 20 -25 29 110 WOH - 10 Poorly Graded SAND Where: PI = Plasticity Index 4200 = Material passing #200 sieve, % � =Angle of Internal Friction, deg. (undrained) ye = Effective soil unit weight, pcf N = Standard Penetration Test (blows per foot) WOH =Weight of Hammer Detailed descriptions of the soils encountered at the boring locations are provided on the boring logs included in the Appendix. Page 6 of 13 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 January 11, 2022 WALDRON ROAD RECONSTRUCTION (21057) Attn: Mr. Larry H. Wenger Jr., P.E. S.P.I.D. to Purdue Road, Corpus Christi, Texas RETL Job Number: G121508 MSA No. 3399, Project No. 21057, Task Order No. 19 OSHA Soil Type Classification The table below provides a summary of the OSHA Soil Type Classification for the soils encountered in the borings. OSHA Soil Type Classification Table Depth Soil Description OSHA Soil Type Classification (7'/4 to 23 inches)-6 feet Non-Cohesive Soil (Sand) Type C Note:Borings B-101 through B-109 were terminated at a depth of 5 feet. 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 jobsite. The maximum allowable slopes during construction for OSHA soil types are provided in the following table. Guidelines For Maximum Allowable Slopes Soil or Rock Type Max.Allow. Slopes for Excavations < Than 20' Deep Stable Rock Vertical Type A 3/: Horizontal: 1 Vertical Type B 1 Horizontal: 1 Vertical IL Type C 1'h Horizontal: 1 Vertical Guidelines for maximum allowable slopes were obtained from OSHA documents, but do not take into account any recent revisions or the stability of long-term unprotected slopes. Long term unprotected slopes will likely require flatter slopes. The guidelines presented herein for slopes does not imply RETL is taking responsibility for construction site safety, this responsibility falls entirely upon the contractor and his competent person. RETL is assuming that the contractor will comply with all rules, ordinances and other requirements to comply with safe construction practices. Groundwater Observations Groundwater was not observed within the borings during or upon completion of drilling. Therefore, it appears as if groundwater is at depths greater than 5 to 6 feet, the termination depths of the borings, below the existing ground surface at the time of our field investigation. It should be noted that groundwater levels at this site may vary and be present within the depths explored based on seasonal conditions, recent rainfall, proximity to water bodies, drought or temperature effects. After significant rainfall events, the granular soils will readily transmit water and may become saturated with free water present near the surface for extended periods. Page 7 of 13 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 January 11, 2022 WALDRON ROAD RECONSTRUCTION (21057) Attn: Mr. Larry H. Wenger Jr., P.E. S.P.I.D. to Purdue Road, Corpus Christi, Texas RETL Job Number: G121508 MSA No. 3399, Project No. 21057, Task Order No. 19 PROJECT DISCUSSION Project Description Based on information provided to RETL, the project will include reconstruction of Waldron Road, between S.P.I.D. and Purdue Road, in Corpus Christi, Texas. This portion of Waldron Road is approximately 58 feet wide and is 1.5 miles long. The four-lane roadway with continuous center turn lane is designated as an Arterial Street and will be reconstructed with the existing curb and gutters. The reconstruction will consider both rigid and flexible pavement options. Potential Vertical Rise (PVR) Discussion Differential vertical movements associated with the shrinking and swelling of plastic clayey soils is often a concern that needs to be addressed during the design and construction process. However, due to the very low plasticity to non-plastic nature of the soils encountered, as well as the anticipated groundwater elevation being relatively shallow, the site can be considered as non-expansive. The expansive potential of the soils at this site are considered to be negligible and are not a controlling factor in the design. PAVEMENT CONSIDERATIONS The conditions that influence pavement design can be summarized as follows: • Bearing values of the subgrade. These can be represented by a California Bearing Ratio (CBR) for the design of flexible pavements, or a Modulus of Subgrade Reaction (K) for rigid pavements. • Vehicular traffic, in terms of the number and frequency of vehicles and their range of axle loads, • Probable increase in vehicular use over the life of the pavement, and • The availability of suitable materials to be used in the construction of the pavement and their relative costs. Specific laboratory testing to define the subgrade strength (i.e. CBR/K values) has not been performed for this analysis. Based upon local experience and soil classifications, the estimated CBR and K values for the average subgrade soil condition along the proposed pavement reconstruction project are 10 and 200 pci, respectively. The portion of Waldron Road to be reconstructed, between S.P.I.D. and Purdue Road, will be designed in general accordance with the City of Corpus Christi Infrastructure Design Manual, subsequent design instructions provided by the City of Corpus Christi, and pending revisions to the Infrastructure Design Manual. RETL has been informed that this section of Waldron Road is designated as an "Arterial Street". Page 8 of 13 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 January 11, 2022 WALDRON ROAD RECONSTRUCTION (21057) Attn: Mr. Larry H. Wenger Jr., P.E. S.P.I.D. to Purdue Road, Corpus Christi, Texas RETL Job Number: G121508 MSA No. 3399, Project No. 21057, Task Order No. 19 A 24-hour traffic study, performed on May 11, 2021, by Maldonado-Burkett, LLP, was provided by the City of Corpus Christi. RETL has reviewed the information provided in the traffic study and has used a design lane Average Daily Traffic (ADT) of 4,844 with 2.8 percent truck traffic and 2.3 percent bus traffic. Based on a 30-year pavement design life and a 2 percent growth rate, the design year travel lane ADT is 8,775. Based on this information, the design 18-Kip Equivalent Single Axle Loads (ESAL) were calculated to be approximately 5,300,000 for flexible pavements and 7,000,000 for rigid pavements. These calculated ESAL values exceed the prescribed minimum design ESALs of 5,000,000 for an Arterial Street, as outlined in the City of Corpus Christi Infrastructure Design Manual. Accordingly, the recommendations in this report are based upon the design ESALs calculated from the provided traffic study, as well as the pavement design parameters provided in the table below. Pavement Design Parameters Asphalt Pavements Concrete Pavements Design Life 30 years 30 years Percent Growth 2 2 Percent Trucks and Busses 5.1 5.1 18-kip Equivalent Single Axle Loading (ESALs) 5,300,000 7,000,000 Reliability (percent) 95 95 Initial Serviceability 4.2 4.5 Terminal Serviceability 2.5 2.5 Standard Deviation (flexible pavements) 0.45 0.39 'Load Transfer Coefficient --- 2.9 Resilient Modulus of Subgrade (psi) 9,389 --- Modulus of Subgrade Reaction (pci) --- 200 2Effective Modulus of Subgrade Reaction (pci) --- *300 'Load Transfer Coefficient is based on jointed concrete pavement with curb and gutter. 21ndicates composite K value after placement of slab support materials as recommended herein. If the owner or consultant provides considerations that conflict with the pavement design parameters presented in the table above, then RETL should be provided the appropriate design information and given the opportunity, prior to final issue of the plans and specifications, to determine if supplemental recommendations are warranted. Page 9 of 13 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 January 11, 2022 WALDRON ROAD RECONSTRUCTION (21057) Attn: Mr. Larry H. Wenger Jr., P.E. S.P.I.D. to Purdue Road, Corpus Christi, Texas RETL Job Number: G121508 MSA No. 3399, Project No. 21057, Task Order No. 19 PAVEMENT RECOMMENDATIONS Flexible Pavement Recommendations The recommended flexible pavement sections are provided in the table below. The recommended pavement sections were calculated using the American Association of the State Highway and Transportation Officials, "GUIDE FOR DESIGN OF PAVEMENT STRUCTURES," and are based on removal of the existing pavement materials and reconstruction of the roadways using new pavement materials. Recommended Flexible Pavement Sections (5,300,000 ESALs) Pavement Constituent Arterial Street Option 1 Option 2 Hot Mix Asphaltic Concrete 5.5 inches 6 inches Crushed Limestone Base (Type A Gr. 1-2) 10 inches 8 inches Cement Stabilized Sand Subgrade (11%) 8 inches 8 inches Calculated SN 4.51 4.44 4.43 required) 4.43 required) Rigid Pavement Recommendations The use of concrete for paving has become more prevalent in recent years due to the long- term maintenance cost benefits of concrete pavement compared to asphaltic pavements. The recommended rigid pavement section calculated using the American Association of the State Highway and Transportation Officials, "GUIDE FOR DESIGN OF PAVEMENT STRUCTURES," are provided in the following table. Recommended Rigid Pavement Section (7,000,000 ESALs) Pavement Constituent Arterial Street Reinforced Concrete 9 inches Type D HMAC 1 inch Cement Stabilized Sand Subgrade (11%) 8 inches Pavement Material Recommendations Surface Treatment and Hot Mix Asphaltic Concrete - RETL recommends placing a single course surface treatment underseal, a prime coat (MC-30 or MC-70), or both, on the finished flexible base material prior to placing the HMAC courses. A single course surface treatment underseal should be utilized if opened to traffic. Hot mix asphaltic concrete should meet the requirements set forth in TxDOT Item 340. Maximum and minimum thicknesses of HMAC placement for the types of HMAC recommended are provided in the following table. Page 10 of 13 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 January 11, 2022 WALDRON ROAD RECONSTRUCTION (21057) Attn: Mr. Larry H. Wenger Jr., P.E. S.P.I.D. to Purdue Road, Corpus Christi, Texas RETL Job Number: G121508 MSA No. 3399, Project No. 21057, Task Order No. 19 Recommended HMAC Compacted Lift Thickness HMAC Mixture Type Minimum Lift Thickness (in) Maximum Lift Thickness (in) Type D HMAC 1.5 3 Type B HMAC 2.5 5 Crushed Limestone Base Material - Crushed Limestone base materials in flexible pavement areas should meet the requirements set forth in Texas Standard Specifications 2014; Item 247, Type A, Grade 1-2 and should be placed in maximum 8-inch thick loose lifts and compacted to a minimum density of 98 percent of the maximum dry density as determined by the modified Proctor test (ASTM D1557) and within ± 1'/2 percent of the optimum moisture content. Reinforced Concrete - The concrete pavement should be reinforced and jointed as per applicable TxDOT specifications and should have a minimum 28-day flexural strength of 680 psi. Expansion joints should be sealed with an appropriate sealant so that moisture infiltration into the subgrade soils and resultant concrete deterioration at the joints is minimized. The joints should be thoroughly cleaned, and sealant should be installed without overfilling before pavement is opened to traffic. Subgrade Preparation After all deleterious materials and existing roadway materials have been removed to the required subgrade elevation, the exposed subgrade soils shall be proof-rolled to identify any soft or yielding locations. The subgrade shall be proofrolled in accordance with Texas Department of Transportation Standard Specification Item 216; "PROOF ROLLING". The equipment performing the proof rolling shall be a pneumatic tire roller with minimum weight of 25 tons and maximum weight of 50 tons. The roller shall meet the requirements of Texas Department of Transportation Standard Specification Item 210; Section 210.2.D, "Pneumatic Tire Rollers." The contact pressure shall be less than or equal to 150 psi for a pneumatic tire roller that weighs between 25 to 50 tons. A pneumatic tire roller weighing between 25 to 50 tons is a "Heavy Pneumatic". Any soft or yielding areas identified shall be removed to firm soils, reworked and recompacted in place to obtain a stable and non-yielding subgrade. After proof-rolling and any necessary remediation, the upper 8 inches of subgrade soils shall be cement stabilized. Cement stabilization shall be performed in accordance with Texas Standard Specifications 2014; Item 275, "CEMENT TREATMENT (ROAD MIXED)." Cement shall be properly mixed at an approximate rate of 11 percent of the maximum dry unit weight of the pulverized mixture as determined by ASTM D698. As an alternative to the minimum cement content provided, the actual amount of cement required to stabilize the existing base material may be determined based on a cement curve to determine the percentage of cement required to achieve a strength of at least 300 psi per TxDOT Item 120-E. The cement stabilized scarified material shall be compacted within 2 hours of mixing to a minimum density of 95 percent of the standard Proctor test (ASTM D698) and within ±2- percentage points of the optimum moisture content. Page 11 of 13 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 January 11, 2022 WALDRON ROAD RECONSTRUCTION (21057) Attn: Mr. Larry H. Wenger Jr., P.E. S.P.I.D. to Purdue Road, Corpus Christi, Texas RETL Job Number: G121508 MSA No. 3399, Project No. 21057, Task Order No. 19 Micro-cracking of the cement treated materials should be performed to reduce the potential of reflective cracking. Micro-cracking is a special reflective-cracking mitigation technique that produces a fine network of hairline cracks through vibratory roller compaction on the cement stabilized materials. The micro-cracks will help relieve the contracting stress of the cement stabilized layer during its curing process, thus preventing it from forming wider shrinkage cracks, which are more likely to be reflected to the pavement surface. Specifications Any other pay items not specifically referenced herein shall be either City of Corpus Christi specifications or TxDOT specifications. All TxDOT specifications are referenced from the 2014 Texas Department of Transportation, "STANDARD SPECIFICATIONS FOR CONSTRUCTION OF HIGHWAYS, STREETS AND BRIDGES." Routine Maintenance of Flexible and Rigid Pavement Systems The pavement sections provided in this report are designed based on the indicated 18-kip equivalent single axle loads. During the design life, the roadway will require routine maintenance such as crack sealing and seal coats for flexible pavements and joint maintenance for rigid pavement sections in order to achieve a desirable life of pavement. Without proper maintenance, moisture infiltration into the base material and subgrade will result in rapid deterioration of the pavement system. RETL recommends that the City of Corpus Christi protect their investment by incorporating an aggressive maintenance program. CONSTRUCTION CONSIDERATIONS Site Drainage Allowances for proper drainage and proper material selection of base materials are most important for performance of pavements. Ruts and areas that hold water in asphalt pavements allow for quick deterioration of the pavement primarily due to saturation of the underlying base materials and subgrade soils. The pavement design recommendations in this report are based on the assumption that the pavements will have good drainage off the surface and away from the edges. A minimum of 2-percent cross slope in the pavement surface is recommended. Utility Trenches A large percentage of pavement failures and/or distress are associated with settlement of utility trench backfill. If installation of new utilities will be performed during the pavement reconstruction, special attention should be given to the trench backfill to prevent settlement an deformation of utility trenches under the roadway pavement and provide continuous stable roadway support. All trench backfill shall include cement stabilized sand and all trenches shall be backfilled per the City of Corpus Christi Standard Specification Section 022020 Excavation and Backfill for Utilities. Page 12 of 13 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 January 11, 2022 WALDRON ROAD RECONSTRUCTION (21057) Attn: Mr. Larry H. Wenger Jr., P.E. S.P.I.D. to Purdue Road, Corpus Christi, Texas RETL Job Number: G121508 MSA No. 3399, Project No. 21057, Task Order No. 19 Earthwork and Subwade Acceptance Exposure to the environment may weaken the soils at the pavement bearing levels if the excavations remain open for long periods of time. Therefore, it is recommended that the pavement excavations be extended to final grade and that the pavements be constructed as soon as possible to minimize potential damage to the bearing soils. The pavement bearing level should be free of loose soil, ponded water or debris and should be observed prior to placing pavement constituents by the Geotechnical Engineer, or his designated representative. Pavement constituents should not be placed on soils that have been disturbed by rainfall or seepage. If the bearing soils are softened by surface water intrusion, or by desiccation, the unsuitable soils must be removed from the pavement excavations and be replaced with properly compacted fill or crushed limestone base, as directed by the Geotechnical Engineer, or his designated representative, prior to placement of pavement constituents. The Geotechnical Engineer, or his designated representative, should monitor subgrade preparation and placement of all pavement constituents. As a guideline, a minimum of one, in- place density test should be performed on the subgrade soils and each subsequent lift of base materials at a rate of one test per 200 linear feet of travel lane. Any areas not meeting the required compaction should be recompacted and retested until compliance is met. GENERAL COMMENTS If significant changes are made in the character or location of the proposed project, a consultation should be arranged to review any changes with respect to the prevailing soil conditions. At that time, it may be necessary to submit supplementary recommendations. It is recommended that the services of RETL be engaged to test and evaluate the subgrade soils in the excavations prior to placing pavement constituents or concrete in order to verify that the bearing soils are consistent with those encountered in the borings. RETL cannot accept any responsibility for any conditions that deviate from those described in this report, nor for the performance of the pavement systems or foundations if not engaged to also provide construction observation and testing for this project. If it is required for RETL to accept any liability, then RETL must agree with the plans and perform such observation during construction as we recommend. All sheeting, shoring, and bracing of trenches, pits and excavations should be made the responsibility of the contractor and should comply with all current and applicable local, state and federal safety codes, regulations and practices, including the Occupational Safety and Health Administration. Page 13 of 13 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 �� FS0 GEOTECHNICAL ENGINEERING • CONSTRUCTION MATERIALS ENGINEERING &TESTING �6+0Rgro 04'�G�p�� SOILS *ASPHALT* CONCRETE 9y `aG SITE VICINITY MAP mi - Ik " �I�M6rn� VYf U�1 , ,v r i r F 75i i l ttmri, d Y"1 234a January 11, 2022 WALDRON ROAD RECONSTRUCTION (21057) Attn: Mr. Larry H. Wenger Jr., P.E. S.P.I.D. to Purdue Road, Corpus Christi, Texas RETL Job No.: G121508 MSA No. 3399, Project No. 21057, Task Order No. 19 ROCK ENGINEERING & TESTING LABORATORY,INC. Corpus Christi San Antonio Round Rock Office: 361.883.4555 Office:210.495.8000 Office: 512.284.8022 Fax:361.883.4711 Fax:210.495.8015 Fax: 512.284.7764 6817 Leopard St. 10856 Vandale 7 Roundville Ln. Corpus Christi,TX 78409 San Antonio,TX 78216 Round Rock,TX 78664 www.rocktesting.com DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 �� FS0 GEOTECHNICAL ENGINEERING • CONSTRUCTION MATERIALS ENGINEERING &TESTING �6+0Rgro 04'�G�p�� SOILS *ASPHALT* CONCRETE 9y `aG BORING LOCATION PLAN r � i �j IYM1 4 b m i/ January 11, 2022 WALDRON ROAD RECONSTRUCTION (21057) Attn: Mr. Larry H. Wenger Jr., P.E. S.P.I.D. to Purdue Road, Corpus Christi, Texas RETL Job No.: G121508 MSA No. 3399, Project No. 21057, Task Order No. 19 ROCK ENGINEERING & TESTING LABORATORY,INC. Corpus Christi San Antonio Round Rock Office: 361.883.4555 Office:210.495.8000 Office: 512.284.8022 Fax:361.883.4711 Fax:210.495.8015 Fax: 512.284.7764 6817 Leopard St. 10856 Vandale 7 Roundville Ln. Corpus Christi,TX 78409 San Antonio,TX 78216 Round Rock,TX 78664 www.rocktesting.com DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 LOG OF BORING B-101 SHEET 1 of 1 CLIENT: City of Corpus Christi Rock Engineering&Testing Lab. Inc PROJECT: Waldron Road Reconstruction (21057) 6817 Leopard Street Corpus Christi,Texas 78409 LOCATION: SPID to Purdue, Corpus Christi, TX 0 ' � Telephone: 361-883-4555 NUMBER: G121508 �gro9 y `aG°4Q° Fax: 361-883-4711 DATE(S) DRILLED: 12/9/2021 FIELD DATA LABORATORY DATA DRILLING METHOD(S): ATTERBERG Solid Stem Auger LIMITS X W GROUNDWATER INFORMATION: Z z w Groundwater(GW)was not encountered during drilling. Lu z }— in J L~L LL LL 0 J F } U- � p m z LL LL Lu �_ H H U) O cn H O O Lu Lu 3:U) z cnz > > Q Q W 0 M z a m o z a o°u o SURFACE ELEVATION: N/A ooo a LL PL PI o of DESCRIPTION o OF STRATUM f f ASPHALT, approximately 8 inches a� O 1 a� O BASE: CLAYEY SAND WITH GRAVEL, light brown, moist, o ss N=58 15 35 26 9 13 very dense, approximately 15 inches(34.6% gravel sized o s-1 particles)(SC) ----- ---- ---- -- -- -- ------------------------------ 2 10 19 SILTY SAND, light brown, moist. 3 ---------------------- ---- -- -------------------------------- 4 ss N=16 16 g POORLY GRADED SAND WITH SILT, gray, moist, medium. S-2 5 Boring was terminated at a depth of 5 feet. N F 0 J W YI 0 O Ira Ir c� ro 0 N N 0 N - STANDARD PENETRATION TEST RESISTANCE REMARKS: mi Drilling operations were performed by RETL at GPS Coordinates o Qc- STATIC CONE PENETROMETER TEST INDEX N27.66796° W97.28264° 0 P - POCKET PENETROMETER RESISTANCE Location:NB Outside Lane 0 J DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 LOG OF BORING B-102 SHEET 1 of 1 CLIENT: City of Corpus Christi Rock Engineering&Testing Lab. Inc PROJECT: Waldron Road Reconstruction (21057) 6817 Leopard Street Corpus Christi,Texas 78409 LOCATION: SPID to Purdue, Corpus Christi, TX ° ' � Telephone: 361-883-4555 NUMBER: G121508 �gro9 y `aG°4Q° Fax: 361-883-4711 DATE(S) DRILLED: 12/9/2021 FIELD DATA LABORATORY DATA DRILLING METHOD(S): ATTERBERG Solid Stem Auger LIMITS X W GROUNDWATER INFORMATION: w z w Groundwater(GW)was not encountered during drilling. Lu z }— in J L~L LL LL 0 J F} U- � p m z LL LL Lu �_ H H U) U cn o Lu Lu 3:U) z cnz > > Q Q W 0 M z a m o o° o a a } Z) 2 z z SURFACE ELEVATION: N/A O) o U) � z a u LL PL PI o a of t DESCRIPTION OF STRATUM CONCRETE, approximately 7.25 inches 9 r. 1 ss N=14 5 NP NP NP 5 POORLY GRADED SAND WITH SILT, brown, moist, medium. S-1 (SP-SM) 2 3 4 ss N=4 18 Same as above, loose. S-2 5 Boring was terminated at a depth of 5 feet. N F 0 J W YI U 0 Ira Irc� ro 0 N N 0 N - STANDARD PENETRATION TEST RESISTANCE REMARKS: ml Drilling operations were performed by RETL at GPS Coordinates o Qc- STATIC CONE PENETROMETER TEST INDEX N27.66662° W97.28363° 01 P - POCKET PENETROMETER RESISTANCE Location:SB outside Lane 0 J DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 LOG OF BORING B-103 SHEET 1 of 1 CLIENT: City of Corpus Christi Rock Engineering&Testing Lab. Inc PROJECT: Waldron Road Reconstruction (21057) 6817 Leopard Street Corpus Christi,Texas 78409 LOCATION: SPID to Purdue, Corpus Christi, TX ° ' � Telephone: 361-883-4555 NUMBER: G121508 �gro9 y `aG°4Q° Fax: 361-883-4711 DATE(S) DRILLED: 12/9/2021 FIELD DATA LABORATORY DATA DRILLING METHOD(S): ATTERBERG Solid Stem Auger LIMITS X W GROUNDWATER INFORMATION: w z w Groundwater(GW)was not encountered during drilling. Lu z }— in J L~L LL LL 0 J F} U- � p m z LL LL Lu �_ H H U) U cn O Lu Lu 3:U) z cnz > > Q Q W 0 M z a m o o° o a a } Z) 2 z z SURFACE ELEVATION: N/A ) o U) z a u LL PL PI o a of DESCRIPTION OF STRATUM CONCRETE, approximately 8 inches 9 r. ss 1 N=15 6 NP NP NP 7 POORLY GRADED SAND WITH SILT, dark gray, moist, s--11 medium. (SP-SM) 2 3 4 ss N=8 6 Same as above, loose. S-2 5 Boring was terminated at a depth of 5 feet. N F 0 J W YI U 0 Ira c� 0 0 N N Ir 0 N - STANDARD PENETRATION TEST RESISTANCE REMARKS: mi Drilling operations were performed by RETL at GPS Coordinates o Qc- STATIC CONE PENETROMETER TEST INDEX N27.66381° W97.28532° 0 P - POCKET PENETROMETER RESISTANCE Location:SB Inside Lane 0 J DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 LOG OF BORING B-104 SHEET 1 of 1 CLIENT: City of Corpus Christi Rock Engineering&Testing Lab. Inc PROJECT: Waldron Road Reconstruction (21057) 6817 Leopard Street Corpus Christi,Texas 78409 LOCATION: SPID to Purdue, Corpus Christi, TX 0 ' � Telephone: 361-883-4555 NUMBER: G121508 �gro9 y `aG°4Q° Fax: 361-883-4711 DATE(S) DRILLED: 12/9/2021 FIELD DATA LABORATORY DATA DRILLING METHOD(S): ATTERBERG Solid Stem Auger LIMITS X W GROUNDWATER INFORMATION: w z w Groundwater(GW)was not encountered during drilling. Lu z }— in J L~L LL LL 0 J F} U- � p m z LL LL Lu �_ H H U) U cn O Lu Lu 3:U) z cnz > > Q Q W 0 M z a m o o° o a a } Z) 2 z z SURFACE ELEVATION: N/A ) o U) z a u LL PL PI o a of DESCRIPTION OF STRATUM CONCRETE, approximately 8.25 inches 9 r. 1 SS S-1 N=19 11 NP NP NP 15 SILTY SAND, brown, moist, medium. (SM) 2 3 4 SS N=12 10 Same as above. S-2 5 Boring was terminated at a depth of 5 feet. N F 0 J W YI 0 O Ira Ir c� ro 0 N N 0 N - STANDARD PENETRATION TEST RESISTANCE REMARKS: mi Drilling operations were performed by RETL at GPS Coordinates o Qc- STATIC CONE PENETROMETER TEST INDEX N27.66200° W97.28641° 0 P - POCKET PENETROMETER RESISTANCE Location:Turning Lane 0 J DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 LOG OF BORING B-105 SHEET 1 of 1 CLIENT: City of Corpus Christi Rock Engineering&Testing Lab. Inc PROJECT: Waldron Road Reconstruction (21057) 6817 Leopard Street Corpus Christi,Texas 78409 LOCATION: SPID to Purdue, Corpus Christi, TX 0 ' � Telephone: 361-883-4555 NUMBER: G121508 �gro9 y `aG°4Q° Fax: 361-883-4711 DATE(S) DRILLED: 12/9/2021 FIELD DATA LABORATORY DATA DRILLING METHOD(S): ATTERBERG Solid Stem Auger LIMITS X W GROUNDWATER INFORMATION: w z w Groundwater(GW)was not encountered during drilling. Lu z }— in J L~L LL LL 0 J F} U- � p m z LL LL Lu �_ H H U) U cn O Lu Lu 3:U) z cnz > > Q Q W 0 M z a m o o° o a a } Z) 2 z z SURFACE ELEVATION: N/A ) o U) z a u LL PL PI o a of DESCRIPTION OF STRATUM CONCRETE, approximately 8 inches 9 r. ss 1 S--11 N=14 17 22 14 8 26 CLAYEY SAND, dark brown, moist, medium. (SC) 2 3 ----- ———— ———— -- -- -- ------------------------------ 4 ss N=10 21 POORLY GRADED SAND WITH SILT, brown, moist, medium. S-2 5 Boring was terminated at a depth of 5 feet. N F 0 J W YI 0 O Ira Ir c� ro 0 N N 0 N - STANDARD PENETRATION TEST RESISTANCE REMARKS: mi Drilling operations were performed by RETL at GPS Coordinates o Qc- STATIC CONE PENETROMETER TEST INDEX N27.66049° W97.28733° 0 P - POCKET PENETROMETER RESISTANCE Location:NB Inside Lane 0 J DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 LOG OF BORING B-106 SHEET 1 of 1 CLIENT: City of Corpus Christi Rock Engineering&Testing Lab. Inc PROJECT: Waldron Road Reconstruction (21057) 6817 Leopard Street Corpus Christi,Texas 78409 LOCATION: SPID to Purdue, Corpus Christi, TX 0 ' � Telephone: 361-883-4555 NUMBER: G121508 �gro9 y `aG°4Q° Fax: 361-883-4711 DATE(S) DRILLED: 12/9/2021 FIELD DATA LABORATORY DATA DRILLING METHOD(S): ATTERBERG Solid Stem Auger LIMITS X W GROUNDWATER INFORMATION: w z w Groundwater(GW)was not encountered during drilling. Lu z }— in J L~L LL LL 0 J F } U- � p m z LL LL Lu �_ H H U) O cn H O O Lu Lu 3:U) z cnz > > Q Q W 0 M z a m o o° o a a } Z) 2 z z SURFACE ELEVATION: N/A ) o U) z a u LL PL PI o a of DESCRIPTION OF STRATUM CONCRETE, approximately 8.5 inches 9 r. 1 ss N=9 12 22 14 8 22 CLAYEY SAND, dark brown, moist, loose. (SC) S-1 2 3 4 ss N=WOH 19 25 14 11 25 Same as above,very loose. (SC) S-2 5 Boring was terminated at a depth of 5 feet. N F 0 J W YI 0 O Ira Ir c� ro 0 N N 0 N - STANDARD PENETRATION TEST RESISTANCE REMARKS: mi Drilling operations were performed by RETL at GPS Coordinates o Qc- STATIC CONE PENETROMETER TEST INDEX N27.65818° w9728872° 0 P - POCKET PENETROMETER RESISTANCE Location:NB Outside Lane 0 J DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 LOG OF BORING B-107 SHEET 1 of 1 CLIENT: City of Corpus Christi Rock Engineering&Testing Lab. Inc PROJECT: Waldron Road Reconstruction (21057) 6817 Leopard Street Corpus Christi,Texas 78409 LOCATION: SPID to Purdue, Corpus Christi, TX ° ' � Telephone: 361-883-4555 NUMBER: G121508 �gro9 y `aG°4Q° Fax: 361-883-4711 DATE(S) DRILLED: 12/9/2021 FIELD DATA LABORATORY DATA DRILLING METHOD(S): ATTERBERG Solid Stem Auger LIMITS X W GROUNDWATER INFORMATION: w z w Groundwater(GW)was not encountered during drilling. Lu z }— in J L~L LL LL 0 J F} U- � p m z LL LL Lu �_ H H U) U cn O Lu Lu 3:U) z cnz > > Q Q W 0 M z a m o o° o a a } Z) 2 z z SURFACE ELEVATION: N/A ) o U) z a u LL PL PI o a of DESCRIPTION OF STRATUM CONCRETE, approximately 8 inches 9 r. ss 1 S--11 N=12 12 POORLY GRADED SAND WITH SILT, brown, moist, medium. 2 3 ----- ———— ———— -- -- -- ------------------------------ 4 ss N=8 15 20 13 7 20 SILTY CLAYEY SAND, dark gray, moist, loose. (SC-SM) S--2 5 Boring was terminated at a depth of 5 feet. N F 0 J W YI U 0 Ira c� 0 0 N N Ir 0 N - STANDARD PENETRATION TEST RESISTANCE REMARKS: mi Drilling operations were performed by RETL at GPS Coordinates o Qc- STATIC CONE PENETROMETER TEST INDEX N27.65412° W97.29145° 0 P - POCKET PENETROMETER RESISTANCE Location:SB outside Lane 0 J DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 LOG OF BORING B-108 SHEET 1 of 1 CLIENT: City of Corpus Christi Rock Engineering&Testing Lab. Inc PROJECT: Waldron Road Reconstruction (21057) 6817 Leopard Street Corpus Christi,Texas 78409 LOCATION: SPID to Purdue, Corpus Christi, TX ° ' � Telephone: 361-883-4555 NUMBER: G121508 �gro9 y `aG°4Q° Fax: 361-883-4711 DATE(S) DRILLED: 12/9/2021 FIELD DATA LABORATORY DATA DRILLING METHOD(S): ATTERBERG Solid Stem Auger LIMITS X W GROUNDWATER INFORMATION: w z w Groundwater(GW)was not encountered during drilling. Lu z }— in J L~L LL LL 0 J F} U- � p m z LL LL Lu �_ H H U) U cn O Lu Lu 3:U) z cnz > > Q Q W 0 M z a m o o° o a a } Z) 2 z z SURFACE ELEVATION: N/A ) o U) z a u LL PL PI o a of DESCRIPTION OF STRATUM CONCRETE, approximately 8.5 inches 9 r. 1 ss N=23 15 NP NP NP 9 POORLY GRADED SAND WITH SILT, brown, moist, medium. S-1 (SP-SM) 2 3 4 ss N=14 20 Same as above. S-2 5 Boring was terminated at a depth of 5 feet. N F 0 J W YI U 0 Ira c� 0 0 N N Ir 0 N - STANDARD PENETRATION TEST RESISTANCE REMARKS: mi Drilling operations were performed by RETL at GPS Coordinates o Qc- STATIC CONE PENETROMETER TEST INDEX N27.65163° W97.29288° 0 P - POCKET PENETROMETER RESISTANCE Location:NB Inside Lane 0 J DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 LOG OF BORING B-109 SHEET 1 of 1 CLIENT: City of Corpus Christi Rock Engineering&Testing Lab. Inc PROJECT: Waldron Road Reconstruction (21057) 6817 Leopard Street Corpus Christi,Texas 78409 LOCATION: SPID to Purdue, Corpus Christi, TX ° ' � Telephone: 361-883-4555 NUMBER: G121508 �gro9 y `aG°4Q° Fax: 361-883-4711 DATE(S) DRILLED: 12/9/2021 FIELD DATA LABORATORY DATA DRILLING METHOD(S): ATTERBERG Solid Stem Auger LIMITS X W GROUNDWATER INFORMATION: w z w Groundwater(GW)was not encountered during drilling. Lu z }— in J L~L LL LL 0 J F} U- � p m z LL LL Lu �_ H H U) U cn O Lu Lu 3:U) z cnz > > Q Q W 0 M z a m o o° o a a } Z) 2 z z SURFACE ELEVATION: N/A ) o U) z a u LL PL PI o a of DESCRIPTION OF STRATUM CONCRETE, approximately 8 inches 9 r. 1 SS S-1 N=16 4 POORLY GRADED SAND WITH SILT, brown, moist, medium. 2 3 4 SS N=11 17 NP NP NP 7 Same as above. (SP-SM) S-2 5 Boring was terminated at a depth of 5 feet. N F 0 J W YI U 0 Ira c� 0 0 N N Ir 0 N - STANDARD PENETRATION TEST RESISTANCE REMARKS: mi Drilling operations were performed by RETL at GPS Coordinates o Qc- STATIC CONE PENETROMETER TEST INDEX N27.64982° W97.29406° 0 P - POCKET PENETROMETER RESISTANCE Location:SB Inside Lane 0 J DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 LOG OF BORING 1A SHEET 1 of 1 CLIENT: City of Corpus Christi Rock Engineering&Testing Lab. Inc PROJECT: Waldron - SPID to Purdue (21057) 6817 Leopard Street Corpus Christi,Texas 78409 LOCATION: Corpus Christi, Texas ° ' � Telephone: 361-883-4555 NUMBER: 121278 �gro9 y `aG°4Q° Fax: 361-883-4711 DATE(S) DRILLED: 6/15/2021 FIELD DATA LABORATORY DATA DRILLING METHOD(S): ATTERBERG Core/Hand Auger LIMITS X W GROUNDWATER INFORMATION: w w H z W w z r— in J m w L~l 0 J r } LL: O � 0 F 3:U) > > Q Q w 0 W z Z a m o o° o a a } Z) 2 z z SURFACE ELEVATION: N/A O) o U) z a u LL PL PI o a of DESCRIPTION OF STRATUM CONCRETE, approximately 8.50 inches 1 s NP NP NP 5 POORLY GRADED SAND WITH SILT, gray and brown, moist. S-1 (SP-SM) 2 S-2 Same as above. (SP-SM) 3 S-3 19 NP NP NP 6 Same as above. 4 S-4 POORLY GRADED SAND WITH SILT, brown, moist 5 N ' S-5 Same as above,wet. o . J Y6 Boring was terminated at a depth of 6 feet. U O a c� ro N N N - STANDARD PENETRATION TEST RESISTANCE REMARKS: m' Qc- STATIC CONE PENETROMETER TEST INDEX Borings performed at client designated locations. 0 0 P - POCKET PENETROMETER RESISTANCE O J DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 LOG OF BORING 1 B SHEET 1 of 1 CLIENT: City of Corpus Christi Rock Engineering&Testing Lab. Inc PROJECT: Waldron - SPID to Purdue (21057) 6817 Leopard Street Corpus Christi,Texas 78409 LOCATION: Corpus Christi, Texas ° ' � Telephone: 361-883-4555 NUMBER: 121278 �gro9 y `aG°4Q° Fax: 361-883-4711 DATE(S) DRILLED: 6/15/2021 FIELD DATA LABORATORY DATA DRILLING METHOD(S): ATTERBERG Core/Hand Auger LIMITS X W GROUNDWATER INFORMATION: w w H z W in J m L~l 0 O J r } LLw O �� F 3:U) > > Q Q w 0 W z Z a m o o° o a a } Z) 2 z z SURFACE ELEVATION: N/A O) o U) z a u LL PL PI o a of DESCRIPTION OF STRATUM CONCRETE, approximately 8.25 inches 9 r. 1 POORLY GRADED SAND WITH SILT, gray and brown, moist. S-1 12 NP NP NP 8 (SP-SM) 2 S-2 12 NP NP NP 9 Same as above. (SP-SM) 3 s-s Same as above. 4 S-4 POORLY GRADED SAND WITH SILT, brown, moist. 5 N . S-5 Same as above,wet. J ' Y6 Boring was terminated at a depth of 6 feet. O O a c� ro N N 0 N - STANDARD PENETRATION TEST RESISTANCE REMARKS: co Borings- STATIC CONE PENETROMETER TEST INDEX Borings performed at client designated locations. 0 0 P - POCKET PENETROMETER RESISTANCE 0 J DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Rock Engineering&Testing Laboratory ti�� FS 6817 Leopard Street Corpus Christi,TX 78409 G Engineering&Testing Telephone: 361-883-4555 t/ �o Laboratory, Inc. P 90�9ro� KEY TO SOIL CLASSIFICATION AND SYMBOLS UNIFIED SOIL CLASSIFICATION SYSTEM TERMS CHARACTERIZING SOIL MAJOR DIVISIONS SYMBOL NAME STRUCTURE GW Well Graded Gravels or Gravel-Sand mixtures,little SLICKENSIDED-having inclined planes of weakness or no fines that are slick and glossy in appearance GRAVEL GP Poorly Graded Gravels or Gravel-Sand mixtures,little FISSURED-containing shrinkage cracks,frequently AND o p or no fines filled with fine sand or silt;usually more or less GRAVELLY vertical SOILS GM ° Silty Gravels,Gravel-Sand-Silt mixtures LAMINATED(VARVED)-composed of thin layers of varying color and texture,usually grading from sand COARSE GC Clayey Gravels,Gravel-Sand-Clay Mixtures or silt at the bottom to clay at the top GRAINED CRUMBLY-cohesive soils which break into small SOILS SWWell Graded Sands or Gravelly Sands,little or no blocks or crumbs on drying fines CALCAREOUS-containing appreciable quantities of Poorly Graded Sands or Gravelly Sands,little or no calcium carbonate,generally nodular SAND SP fines AND WELL GRADED-having wide range in grain sizes SANDY and substantial amounts of all intermediate particle SOILS SM Silty Sands,Sand-Silt Mixtures sizes POORLY GRADED-predominantly of one grain size SC Clayey Sands,Sand-Clay mixtures uniformly graded)or having a range of sizes with some intermediate size missing(gap or skip graded) ML Inorganic Silts and very fine Sands, Rock Flour,Silty or Clayey fine Sands or Clayey Silts SILTS SYMBOLS FOR TEST DATA AND Inorganic Clays of low to medium plasticity,Gravelly CLAYS CLClays,Sandy Clays,Silty Clays, Lean Clays LL<50 M_ a — Groundwater Level OL — Organic Silts and Organic Silt-Clays of low plasticity (Initial Reading) 1 — Groundwater Level MH Inorganic Silts,Micaceous or Diatomaceous fine (Final Reading) Sandy or Silty soils, Elastic Silts ' SILTS — Shelby Tube Sample AND CLAYS CH Inorganic Clays of high plasticity, Fat Clays LL>50 ® — SPT Samples OH Organic Clays of medium to high plasticity,Organic Silts m — Auger Sample Limestone n — Rock Core NON X X X m — X x X Marl/Claystone Texas Cone Penetrometer USCS MATERIALS X X X Grab Sample Sandstone TERMS DESCRIBING CONSISTENCY OF SOIL COARSE GRAINED SOILS FINE GRAINED SOILS DESCRIPTIVE NO. BLOWS/FT. DESCRIPTIVE NO. BLOWS/FT. UNCONFINED TERM STANDARD PEN. TERM STANDARD PEN. COMPRESSION TEST TEST TONS PER SQ. FT. Very Loose 0-4 Very Soft <2 <0.25 Loose 4-10 Soft 2-4 0.25-0.50 Medium 10-30 Firm 4-8 0.50-1.00 Dense 30-50 Stiff 8-15 1.00-2.00 Very Dense over 50 Very Stiff 15-30 2.00-4.00 Hard over 30 over 4.00 Field Classification for"Consistency"of Fine Grained Soils is determined with a 0.25'diameter penetrometer DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 APPENDIX B SUPPLEMENT NO . 1 FOR SUBSURFACE INVESTIGATION AND GEOTECHNICAL RECOMMENDATIONS Waldron Road—From Purdue Road to SPID, Bond 2020, Project Number 21057 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 �,�,�„'�� S",�� • GEOTECHNICAL ENGINEERING ` ' r '' • CONSTRUCTION MATERIALS 4 ENGINEERING&TESTING ° �" • SOILS •ASPHALT• CONCRETE 0 February 4, 2022 City of Corpus Christi Engineering Services 1201 Leopard Street Corpus Christi, Texas 78401 Attn: Mr. Larry H. Wenger Jr., P.E. SUBJECT: SUPPLEMENT NO. 1 SUBSURFACE INVESTIGATION, LABORATORY TESTING PROGRAM, AND GEOTECHNICAL RECOMMENDATIONS FOR THE PROPOSED WALDRON ROAD RECONSTRUCTION (21057) S.P.I.D. to Purdue Road Corpus Christi, Texas MSA No. 3399, Project No. 21057, Task Order No. 19 RETL Job No. — G121508 Dear Mr. Wenger, Rock Engineering and Testing Laboratory, Inc. (RETL) previously performed a geotechnical study and geotechnical recommendations for the above referenced project in our report dated January 11, 2022. The geotechnical report included flexible and rigid pavement section recommendations for complete reconstruction of Waldron Road, between S.P.I.D. and Purdue Road, in Corpus Christi, Texas. Based on recent correspondence and conversations with Mr. Larry Wenger Jr., P.E., representing the City of Corpus Christi, RETL understands that full reconstruction of the roadway will not be performed at this time. Rather, the City of Corpus Christi intends to repair the distressed rigid concrete pavements by replacing the individual concrete panels, and/or groups of panels, that currently evidence the most significant distress. Accordingly, RETL has been asked to provide information and recommendations regarding concrete panel replacement. Provided in this Supplement No. 1 report are recommendations for concrete panel replacement for the portion of Waldron Road between S.P.I.D. and Purdue Road. ROCK ENGINEERING & TESTING LABORATORY,INC. Corpus Christi San Antonio Round Rock Office: 361.883.4555 Office:210.495.8000 Office: 512.284.8022 Fax:361.883.4711 Fax:210.495.8015 Fax: 512.284.7764 6817 Leopard St. 10856 Vandale 7 Roundville Ln. Corpus Christi,TX 78409 San Antonio,TX 78216 Round Rock,TX 78664 www.rocktesting.com DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 February 4, 2022 Supplement No. 1; WALDRON ROAD RECONSTRUCTION (21057) Attn.: Mr. Larry H. Wenger Jr., P.E. S.P.I.D. to Purdue Road, Corpus Christi, Texas RETL Job No.: G121508 MSA No. 3399, Project No. 21057, Task Order No. 19 Existing Pavement Observations and Discussion As indicated in our original report, RETL performed a total of 10 pavement cores and borings through the existing rigid concrete pavements. The concrete thicknesses at the explored locations ranged between approximately 7'/4 inches and 8'/2 inches,with an average thickness of approximately 8 inches. At all of the concrete pavement core locations, the concrete contained wire mesh reinforcement. Beneath the concrete pavements, no base materials were identified and the concrete was immediately atop the subgrade soils, which were tested to consist of non-plastic poorly graded sand with silt and silty sand or low-plasticity clayey sand. The sand subgrade soils have loose to medium relative densities as determined by Standard Penetration Tests (SPT). The subgrade soils immediately beneath the concrete were tested for the possible presence of stabilization using a phenolphthalein solution. None of the subgrade soils had reaction to phenolphthalein, indicating that the subgrade soils were not likely treated or stabilized with lime or cement. In addition to the testing performed on the existing pavement and subgrade soils, RETL Engineers performed site observations of the existing pavements to observe the pavement condition and distress. Differential vertical movement between concrete panels was observed a many locations, with typical differential of '/2 to 1-inch; however, some locations were observed to have 2 inches or more of differential movement between panels. This differential movement is indicative of the lack of mechanical load-transfer devices such as dowels or reinforcing steel across the pavement joints and between individual concrete panels. Most performance problems with concrete pavements are related to poorly performing joints and poor load transfer will contribute to pavement distress including pumping, breaking and vertical separation across the joints. Other items noted during site observations included lack of sealant at the pavement joints and poor surface drainage at many locations due to excessive vegetation growth at or near stormwater curb inlets. These items collectively work together to create excessive surface water infiltration through the pavement joints, which will ultimately result in piping and/or movement of soil particles beneath the pavement and loss of support for the pavement. This scenario and resulting loss of support would be expected to be exaggerated at locations where below-grade utilities are present and the associated backfill may not have been adequately compacted and/or stabilized in order to reduce scour and erosion by hydraulic transport of soil particles. Concrete Panel Replacement Recommendations Pavement systems are life-cycle dependent and therefore when construction of an entirely new pavement is performed, an appropriate pavement section can be determined based on the subgrade conditions, anticipated loading conditions and the desired design life of the pavement. However, with a panel replacement project, the design life of the resulting pavement system will be mostly a function of the condition of and remaining life of the portion of the pavement that was not replaced or reconstructed. 5 of 5 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 February 4, 2022 Supplement No. 1; WALDRON ROAD RECONSTRUCTION (21057) Attn.: Mr. Larry H. Wenger Jr., P.E. S.P.I.D. to Purdue Road, Corpus Christi, Texas RETL Job No.: G121508 MSA No. 3399, Project No. 21057, Task Order No. 19 Accordingly, it should be understood that rehabilitation of Waldron Road by panel replacement will increase the serviceability of the roadway but will require additional repairs and/or reconstruction in the future well before the City's typical design expectation of 30-years for new pavement structures. For the panel replacements, it is anticipated that there will be space limitations for the contractor and therefore it will be unlikely that that the contractor would be able to properly stabilize the sand subgrade without undermining adjacent concrete panels. Additionally, if stabilization was to be performed in the areas of panel replacement, differential support between all of the replaced and unreplaced panels would exist. Accordingly, RETL recommends that the panel replacements consist of the following. Recommended Rigid Pavement for Panel Replacements Pavement Constituent Thickness Reinforced Concrete 8 inches Compacted Subgrade 8 inches The concrete pavement should have a minimum 28-day compressive strength of 5,000 psi. The replaced panels should be doweled at all joints to the existing concrete using minimum 1-inch diameter smooth dowels spaced 12 inches on center. The dowels should be corrosion resistant and imbedded a minimum length of 6 inches. Dowels placed in the existing concrete panels to remain should be epoxy grouted in place. Construction joints should be sealed with an appropriate sealant so that moisture infiltration into the subgrade soils and resultant concrete deterioration at the joints is minimized. Control joint spacing should not exceed 15 feet and preferably less to adequately control cracking. The joints should be thoroughly cleaned, and sealant should be installed without overfilling before the pavement is opened to traffic. Where the concrete pavement is located above existing utility backfill materials, which may be the case at most if not all the panel replacement locations, it is recommended that the concrete panels be fully reinforced using #4 bars (1/2-inch diameter) spaced at 18 inches on center each way. The splice length for#4 bars should not be less than 20-inches. After removal of existing panels to be replaced and any deleterious materials, the upper 8 inches of exposed subgrade soils shall be compacted to a minimum density of 95 percent of the maximum dry unit weight of the raw subgrade soils as determined by a standard Proctor test (ASTM D698) and at, or above, the optimum moisture content. Due to space constraints, manually operated compaction equipment will likely be necessary. 5 of 5 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 February 4, 2022 Supplement No. 1; WALDRON ROAD RECONSTRUCTION (21057) Attn.: Mr. Larry H. Wenger Jr., P.E. S.P.I.D. to Purdue Road, Corpus Christi, Texas RETL Job No.: G121508 MSA No. 3399, Project No. 21057, Task Order No. 19 Closing The recommendations provided in this Supplement No. 1 report are intended to address selective concrete panel replacement and supplement our original report. All information and recommendations contained in the original report and not specifically addressed herein shall remain unchanged. Often, because of design and construction details that occur on a project, questions arise concerning soil conditions, and Rock Engineering and Testing Laboratory, Inc. (RETL), Texas Professional Engineering Firm No. — 2101, would be pleased to continue its role as Geotechnical Engineer during the project implementation. RETL also has great interest in providing materials testing and observation services during the panel replacement project. If you will advise us of the appropriate time to discuss these engineering services, we will be pleased to meet with you at your convenience. If you have any questions, or if we can be of further assistance, please contact us at (361) 883-4555. Sincerely, 00 00 �RNNN .NNN RN °NR !f AW N r. ' �✓*�' m NN NN RN RR � NN NNNNNNR ..». NNRNNN eRNNR • ° RR rren W L N JAMES P. BAU'ER � �/ �st� #RNRNNNR NNRNNNNNNR R NNRNNR.N.....RNN� 129201 NR 94868 rte •RN� R� � " '= 00 Jam s P. Bauer, P.E. trti° � .. Darren W. Lantz, P.E. � �rc,��� Corpus Christi Branch Mana Senior Engineer ` ' '' 5 of 5 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 APPENDIX C RADIUS REPORT (ENVIRONMENTAL SITE ASSESSMENT) Waldron Road—From Purdue Road to SPID, Bond 2020, Project Number 21057 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 EME City Project No.: 21057 MEN HALFF 10 11111111110 Street Name: Waldron Road Limits: Purdue Road to SPID Radius Report (Environmental Site Assessment) COVER LETTER Halff contracted GeoSearch of Austin,Texas to conduct a Federal and State environmental regulatory database search for the Site and surrounding area in general accordance with ASTM E-1527-13 Standard Practice, including but not necessarily limited to, all ASTM recommended databases and minimum search distances. The minimum search distance for select databases were increased from the ASTM Standard to ensure that these regulatory database search radii were sufficient to identify potential facilities of environmental concern in the area surrounding the project area. In addition, several non-ASTM databases were included within the regulatory database search. These additional regulatory databases were reviewed in order to enhance and supplement the standard ASTM environmental records search requirements. Halff reviewed the environmental database provided by GeoSearch. Copies of the maps and lists provided by GeoSearch are provided as an attachment. Twenty-four sites were identified within the prescribed search radii surrounding the project area during the database review. Based on review of the regulatory databases Halff identified the following facility of potential environmental concern for the project area: • 7 Eleven Food Stores/Circle K 2109, addressed 2202 Waldron Road,was located adjacent to the project area on the west side of Waldron Road. The facility was listed as operating two, 20,000-gallon double wall underground storage tanks (USTs) with associated double wall piping that were installed in 2012. The facility was also registered as formerly operating three 10,000-gallon USTs that were installed in 1976 and removed and/or filled in place in 2012. The USTs associated with this site were located approximately 40 feet west of the project area and the associated dispensers were located approximately 25 feet west of the project area. The facility was identified twice in the LPST database. The first release was listed as having occurred in 1989 and closed in 1990 with affected groundwater. The second release was listed as having occurred in 1996 and closed in 2001 with affected groundwater. Investigation activies for the releases included multiple quarterly and/or annual groundwater monitoring events; and based on registered water well information for the facility, groundwater was located at approximately 7.5 feet below ground surface (bgs). No additional facilities of environmental concern were identified during the regulatory database review. (See Next Page) JIALFF ASSOCIATES,INC. 711 N CARANCA1 UA i I ,`iYJI7 L 1190 CORPUS CHRIS'[I,1 X 78401 -1 EL (361)4100-41600 WWW.HALFF.COM Fap_e I oft DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 EME City Project No.: 21057 MEN HALFF 10 11111111110 Street Name: Waldron Road Limits: Purdue Road to SPID Radius Report (Environmental Site Assessment) COVER LETTER It is anticipated that construction activities in the area of the 7 Eleven Food Stores/Circle K 2109 facility will be limited to 24 inches bgs; however, should construction activities extend below 24 inches, although worker health and safety is the responsibility of the construction contractor, the following is recommended for construction worker safety: • Visual and olfactory screening of soils and groundwater, if encountered, for potential contamination should be conducted. • If areas of potential impacts are identified, an Environmental Professional should be contracted by the contractor or the client to implement proper field screening, collect samples (if warranted), and perform laboratory analysis on the samples. • Potentially impacted soil and/or groundwater may require special handling. JIALFF ASSOCIATES,INC. 711 N CARANCA1 UA i I ,`iYJI7 L 1190 CORPUS CHRIS'[I,1 X 78401 -1 EL (361)4100-41600 WWW.HALFF.COM Fap_e 2 of 2 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 GeSearch On.time. On.tarkct. In touch.." Radius Report GeoLens by GeoSearch Target Property. Waldren Road Corpus Christi, Nueces County, Texas 78418 Prepared For. Halff Associates-Richardson Order#: 169298 Job #: 421869 Project#: 42249.001 Date: 0910212021 Ge�)Searlch www.aeo-search.com 888-396-0042 Order#169298 Job#421869 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 I Table of Contents Target Property Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 Database Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 Database Radius Summary . . . . . . . . . . . . . . . . . . . . . . . . . . 7 Radius Map . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11 Ortho Map . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13 Topographic Map . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14 Located Sites Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . 15 Site Summary By Database . . . . . . . . . . . . . . . . . . . . . . . . . 19 Unlocated Sites Summary . . . . . . . . . . . . . . . . . . . . . . . . . . 247 Environmental Records Definitions . . . . . . . . . . . . . . . . . . . . . . 248 G P% rceo-search.com 888-396-0042 e§pSeah www.-a Order#169298 Job#421869 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Disclaimer This report was designed by GeoSearch to meet or exceed the records search requirements of the All Appropriate Inquiries Rule(40 CFR Y�%312.26)and the current version of the ASTM International E1527, Standard Practice for Environmental Site Assessments:Phase I Environmental Site Assessment Process or,if applicable,the custom requirements requested by the entity that ordered this report. The records and databases of records used to compile this report were collected from various federal,state and local governmental entities. It is the goal of GeoSearch to meet or exceed the 40 CFR!x%312.26 and E1527 requirements for updating records by using the best available technology. GeoSearch contacts the appropriate governmental entities on a recurring basis. Depending on the frequency with which a record source or database of records is updated by the governmental entity,the data used to prepare this report may be updated monthly, quarterly,semi-annually,or annually. The information provided in this report was obtained from a variety of public sources. GeoSearch cannot ensure and makes no warranty or representation as to the accuracy,reliability,quality,errors occurring from data conversion or the customer's interpretation of this report. This report was made by GeoSearch for exclusive use by its clients only. Therefore, this report may not contain sufficient information for other purposes or parties. GeoSearch and its partners,employees,officers And independent contractors cannot be held liable For actual,incidental,consequential,special or exemplary damages suffered by a customer resulting directly or indirectly from any information provided by GeoSearch. ju earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Target Property Summary Target Property Information Waldren Road Corpus Christi, Texas 78418 Coordinates Corridor USGS Quadrangle Oso Creek Ne, TX Geographic Coverage Information County/Parish: Nueces (TX) ZipCode(s): Corpus Christi TX: 78418, 78419 wears www.c�eo-search.com 888-396-0042 Order#169298 Job#421869 1 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Database Summary FEDERAL LISTING Standard Environmental Records Search Radius Database Acronym Locatable Unlocatable (miles) EMERGENCY RESPONSE NOTIFICATION SYSTEM ERNSTX 3 0 TP/AP FEDERAL ENGINEERING INSTITUTIONAL CONTROL SITES EC 0 0 TP/AP RCRA SITES WITH CONTROLS RCRASC 0 0 TP/AP RESOURCE CONSERVATION&RECOVERY ACT-GENERATOR RCRAGR06 0 0 0.1250 RESOURCE CONSERVATION&RECOVERY ACT-NON- RCRANGR06 2 0 0.1250 GENERATOR BROWNFIELDS MANAGEMENT SYSTEM BF 0 0 0.5000 LAND USE CONTROL INFORMATION SYSTEM LUCIS 0 0 0.5000 NO LONGER REGULATED RCRA NON-CORRACTS TSD FACILITIES NLRRCRAT 0 0 0.5000 RESOURCE CONSERVATION&RECOVERYACT-NON-CORRACTS RCRAT 0 0 0.5000 TREATMENT,STORAGE&DISPOSAL FACILITIES SUPERFUND ENTERPRISE MANAGEMENT SYSTEM SEMS 0 0 0.5000 SUPERFUND ENTERPRISE MANAGEMENT SYSTEM ARCHIVED SEMSARCH 1 0 0.5000 SITE INVENTORY DELISTED NATIONAL PRIORITIES LIST DNPL 0 0 1.0000 NATIONAL PRIORITIES LIST NPL 0 0 1.0000 NO LONGER REGULATED RCRA CORRECTIVE ACTION FACILITIES NLRRCRAC 0 0 1.0000 PROPOSED NATIONAL PRIORITIES LIST PNPL 0 0 1.0000 RESOURCE CONSERVATION&RECOVERY ACT-CORRECTIVE RCRAC 1 0 1.0000 ACTION FACILITIES RESOURCE CONSERVATION&RECOVERY ACT-SUBJECT TO RCRASUBC 0 0 1.0000 CORRECTIVE ACTION FACILITIES SUB-TOTAL 7 0 Additional Environmental Records Search Radius Database Acronym Locatable Unlocatable (miles) AEROMETRIC INFORMATION RETRIEVAL SYSTEM/AIR FACILITY AIRSAFS 0 0 TP/AP SUBSYSTEM BIENNIAL REPORTING SYSTEM BRS 0 0 TP/AP CERCLIS LIENS SFLIENS 0 0 TP/AP CLANDESTINE DRUG LABORATORY LOCATIONS CDL 0 0 TP/AP EPA DOCKET DATA DOCKETS 0 0 TP/AP ENFORCEMENT AND COMPLIANCE HISTORY INFORMATION ECHOR06 2 0 TP/AP FACILITY REGISTRY SYSTEM FRSTX 11 0 TP/AP earthwww.aeo-search.com 888-396-0042 Order#169298 Job#421869 2 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Database Summary Search Radius Database Acronym Locatable Unlocatable (miles) HAZARDOUS MATERIALS INCIDENT REPORTING SYSTEM HMIRSR06 0 0 TP/AP HAZARDOUS WASTE COMPLIANCE DOCKET FACILITIES HWCD 0 0 TP/AP INTEGRATED COMPLIANCE INFORMATION SYSTEM(FORMERLY ICIS 0 0 TP/AP DOCKETS) INTEGRATED COMPLIANCE INFORMATION SYSTEM NATIONAL ICISNPDES 2 0 TP/AP POLLUTANT DISCHARGE ELIMINATION SYSTEM MATERIAL LICENSING TRACKING SYSTEM MLTS 0 0 TP/AP NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM NPDESR06 0 0 TP/AP PCB ACTIVITY DATABASE SYSTEM PADS 0 0 TP/AP PERMIT COMPLIANCE SYSTEM PCSR06 0 0 TP/AP SEMS LIEN ON PROPERTY SEMSLIENS 0 0 TP/AP SSEHRI PFAS CONTAMINATION SITES SSEHRIPFAS 0 0 TP/AP SECTION SEVEN TRACKING SYSTEM SSTS 0 0 TP/AP TOXICS RELEASE INVENTORY TRI 0 0 TP/AP TOXIC SUBSTANCE CONTROL ACT INVENTORY TSCA 0 0 0.1250 ALTERNATIVE FUELING STATIONS ALTFUELS 1 0 0.2500 FEMA OWNED STORAGE TANKS FEMAUST 0 0 0.2500 HISTORICAL GAS STATIONS HISTPST 0 0 0.2500 INTEGRATED COMPLIANCE INFORMATION SYSTEM ICISCLEANERS 0 0 0.2500 DRYCLEANERS MINE SAFETY AND HEALTH ADMINISTRATION MASTER INDEX FILE MSHA 0 0 0.2500 MINERAL RESOURCE DATA SYSTEM MRDS 0 0 0.2500 OPEN DUMP INVENTORY ODI 0 0 0.5000 SURFACE MINING CONTROL AND RECLAMATION ACT SITES SMCRA 0 0 0.5000 URANIUM MILL TAILINGS RADIATION CONTROL ACT SITES USUMTRCA 0 0 0.5000 DEPARTMENT OF DEFENSE SITES DOD 1 0 1.0000 FORMER MILITARY NIKE MISSILE SITES NMS 0 0 1.0000 FORMERLY USED DEFENSE SITES FUDS 1 0 1.0000 FORMERLY UTILIZED SITES REMEDIAL ACTION PROGRAM FUSRAP 0 0 1.0000 RECORD OF DECISION SYSTEM RODS 0 0 1.0000 SUB-TOTAL 18 0 earthwww.aeo-search.com 888-396-0042 Order#169298 Job#421869 3 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Database Summary STATE(M LISTING Standard Environmental Records Search Radius Database Acronym Locatable Unlocatable (miles) STATE INSTITUTIONAL/ENGINEERING CONTROL SITES SIEC01 0 0 TP/AP PETROLEUM STORAGE TANKS PST 11 0 0.2500 BROWNFIELDS SITE ASSESSMENTS BSA 0 0 0.5000 CLOSED&ABANDONED LANDFILL INVENTORY CALF 0 0 0.5000 COMMERCIAL MANAGEMENT FACILITIES FOR HAZARDOUS WSTMGMT 0 0 0.5000 WASTE AND INDUSTRIAL SOLID WASTES LEAKING PETROLEUM STORAGE TANKS LPST 11 0 0.5000 MUNICIPAL SOLID WASTE LANDFILL SITES MSWLF 0 0 0.5000 OPERATOR CLEANUP PROGRAM SITES OCP 0 0 0.5000 RAILROAD COMMISSION VCP AND BROWNFIELD SITES RRCVCP 4 0 0.6250 VOLUNTARY CLEANUP PROGRAM SITES VCP 0 0 0.6250 STATE SUPERFUND SITES SF 0 0 1.0000 SUB-TOTAL 26 0 Additional Environmental Records Search Radius Database Acronym Locatable Unlocatable (miles) GROUNDWATER CONTAMINATION CASES GWCC 0 0 TP/AP HISTORIC GROUNDWATER CONTAMINATION CASES HISTGWCC 0 0 TP/AP NOTICE OF VIOLATIONS NOV 3 0 TP/AP SPILLS LISTING SPILLS 0 0 TP/AP TCEQ LIENS LIENS 0 0 0.1250 INDUSTRIAL AND HAZARDOUS WASTE SITES IHW 5 0 0.2500 PERMITTED INDUSTRIAL HAZARDOUS WASTE SITES PIHW 0 0 0.2500 AFFECTED PROPERTY ASSESSMENT REPORTS APAR 0 0 0.5000 DRY CLEANER REGISTRATION DATABASE DCR 3 0 0.5000 DRY CLEANER REMEDIATION PROGRAM SITES DCRPS 0 0 0.5000 INNOCENT OWNER/OPERATOR DATABASE IOP 0 0 0.5000 MUNICIPAL SETTING DESIGNATIONS MSD 0 0 0.5000 RADIOACTIVE WASTE SITES RWS 0 0 0.5000 RECYCLING FACILITIES WMRF 0 0 0.5000 SALT CAVERNS FOR PETROLEUM STORAGE STCV 0 0 0.5000 TIER I I CHEMICAL REPORTING PROGRAM FACILITIES TIERII 8 0 0.5000 earthwww.aeo-search.com 888-396-0042 Order#169298 Job#421869 4 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Database Summary Search Radius Database Acronym Locatable Unlocatable (miles) INDUSTRIAL AND HAZARDOUS WASTE CORRECTIVE ACTION IHWCA 0 0 1.0000 SITES SUB-TOTAL 19 0 earthwww.aeo-search.com 888-396-0042 Order#169298 Job#421869 5 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Database Summary TRIBAL LISTING Standard Environmental Records Search Radius Database Acronym Locatable Unlocatable (miles) UNDERGROUND STORAGE TANKS ON TRIBAL LANDS USTR06 0 0 0.2500 LEAKING UNDERGROUND STORAGE TANKS ON TRIBAL LANDS LUSTR06 0 0 0.5000 OPEN DUMP INVENTORY ON TRIBAL LANDS ODINDIAN 0 0 1 0.5000 SUB-TOTAL 0 0 Additional Environmental Records Search Radius Database Acronym Locatable Unlocatable (miles) INDIAN RESERVATIONS INDIANRES 0 0 1.0000 SUB-TOTAL 0 0 TOTAL 70 0 earthwww.aeo-search.com 888-396-0042 Order#169298 Job#421869 6 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Database Radius Summary FEDERAL LISTING Standard environmental records are displayed in bold. Acronym Search TP/AP 1/8 Mile 1/4 Mile 1/2 Mile 1 Mile Total Radius (0-0-02) (>TP/AP) (>1/8) (>1/4) (>1/2) >1 Mile (miles) AIRSAFS 0.0200 0 NS NS NS NS NS 0 BRS 0.0200 0 NS NS NS NS NS 0 CDL 0.0200 0 NS NS NS NS NS 0 DOCKETS 0.0200 0 NS NS NS NS NS 0 EC 0.0200 0 NS NS NS NS NS 0 ECHOR06 0.0200 2 NS NS NS NS NS 2 ERNSTX 0.0200 3 NS NS NS NS NS 3 FRSTX 0.0200 11 NS NS NS NS NS 11 HMIRSR06 0.0200 0 NS NS NS NS NS 0 HWCD 0.0200 0 NS NS NS NS NS 0 /CIS 0.0200 0 NS NS NS NS NS 0 ICISNPDES 0.0200 2 NS NS NS NS NS 2 MLTS 0.0200 0 NS NS NS NS NS 0 NPDESR06 0.0200 0 NS NS NS NS NS 0 PADS 0.0200 0 NS NS NS NS NS 0 PCSR06 0.0200 0 NS NS NS NS NS 0 RCRASC 0.0200 0 NS NS NS NS NS 0 SEMSLIENS 0.0200 0 NS NS NS NS NS 0 SFLIENS 0.0200 0 NS NS NS NS NS 0 SSEHR/PFAS 0.0200 0 NS NS NS NS NS 0 SSTS 0.0200 0 NS NS NS NS NS 0 TRI 0.0200 0 NS NS NS NS NS 0 RCRAGRO6 0.1250 0 0 NS NS NS NS 0 RCRANGRO6 0.1250 0 2 NS NS NS NS 2 TSCA 0.1250 0 0 NS NS NS NS 0 ALTFUELS 0.2500 0 0 1 NS NS NS 1 FEMAUST 0.2500 0 0 0 NS NS NS 0 HISTPST 0.2500 0 0 0 NS NS NS 0 /C/SCLEANERS 0.2500 0 0 0 NS NS NS 0 MRDS 0.2500 0 0 0 NS NS NS 0 MSHA 0.2500 0 0 0 NS NS NS 0 BF 0.5000 0 0 0 0 NS NS 0 LUCIS 0.5000 0 0 0 0 NS NS 0 NLRRCRAT 0.5000 0 0 0 0 NS NS 0 ODI 0.5000 0 0 0 0 NS NS 0 earthwww.aeo-search.com 888-396-0042 Order#169298 Job#421869 7 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Database Radius Summary Acronym Search TP/AP 1/8 Mile 1/4 Mile 1/2 Mile 1 Mile Total Radius (0-0-02) (>TP/AP) (>1/8) (>1/4) (>1/2) >1 Mile (miles) RCRAT 0.5000 0 0 0 0 NS NS 0 SEMS 0.5000 0 0 0 0 NS NS 0 SEMSARCH 0.5000 0 0 1 0 NS NS 1 SMCRA 0.5000 0 0 0 0 NS NS 0 USUMTRCA 0.5000 0 0 0 0 NS NS 0 DNPL 1.0000 0 0 0 0 0 NS 0 DOD 1.0000 0 0 0 0 1 NS 1 FUDS 1.0000 0 0 0 0 1 NS 1 FUSRAP 1.0000 0 0 0 0 0 NS 0 NLRRCRAC 1.0000 0 0 0 0 0 NS 0 NMS 1.0000 0 0 0 0 0 NS 0 NPL 1.0000 0 0 0 0 0 NS 0 PNPL 1.0000 0 0 0 0 0 NS 0 RCRAC 1.0000 0 0 0 0 1 NS 1 RCRASUBC 1.0000 0 0 0 0 0 NS 0 RODS 1.0000 1 0 1 0 1 0 1 0 1 0 1 NS 1 0 SUB-TOTAL 18 2 1 2 1 0 1 3 0 25 uw rc www.aeo-search.com 888-396-0042 Order#169298 Job#421869 8 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Database Radius Summary STATE(M LISTING Standard environmental records are displayed in bold. Acronym Search TP/AP 1/8 Mile 1/4 Mile 1/2 Mile 1 Mile Total Radius (0-0-02) (>TP/AP) (>1/8) (>1/4) (>1/2) >1 Mile (miles) G WCC 0.0200 0 NS NS NS NS NS 0 HISTGWCC 0.0200 0 NS NS NS NS NS 0 NOV 0.0200 3 NS NS NS NS NS 3 SIEC01 0.0200 0 NS NS NS NS NS 0 SPILLS 0.0200 0 NS NS NS NS NS 0 LIENS 0.1250 0 0 NS NS NS NS 0 IHW 0.2500 0 2 3 NS NS NS 5 PIHW 0.2500 0 0 0 NS NS NS 0 PST 0.2500 8 1 2 NS NS NS 11 APAR 0.5000 0 0 0 0 NS NS 0 BSA 0.5000 0 0 0 0 NS NS 0 CALF 0.5000 0 0 0 0 NS NS 0 DCR 0.5000 0 2 1 0 NS NS 3 DCRPS 0.5000 0 0 0 0 NS NS 0 IOP 0.5000 0 0 0 0 NS NS 0 LPST 0.5000 6 1 1 3 NS NS 11 MSD 0.5000 0 0 0 0 NS NS 0 MSWLF 0.5000 0 0 0 0 NS NS 0 OCP 0.5000 0 0 0 0 NS NS 0 RWS 0.5000 0 0 0 0 NS NS 0 STCV 0.5000 0 0 0 0 NS NS 0 TIERII 0.5000 2 0 6 0 NS NS 8 WMRF 0.5000 0 0 0 0 NS NS 0 WSTMGMT 0.5000 0 0 0 0 NS NS 0 RRCVCP 0.6250 0 3 1 0 NS NS 4 VCP 0.6250 0 0 0 0 NS NS 0 IHWCA 1.0000 0 0 0 0 0 NS 0 SF 1.0000 0 0 0 0 0 NS 0 SUB-TOTAL 19 9 14 3 0 0 45 earthwww.aeo-search.com 888-396-0042 Order#169298 Job#421869 9 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Database Radius Summary TRIBAL LISTING Standard environmental records are displayed in bold. Acronym Search TP/AP 1/8 Mile 1/4 Mile 1/2 Mile 1 Mile Total Radius (0-0-02) (>TP/AP) (>1/8) (>1/4) (>1/2) >1 Mile (miles) USTR06 0.2500 0 0 0 NS NS NS 0 LUSTR06 0.5000 0 0 0 0 NS NS 0 ODINDIAN 0.5000 0 0 0 0 NS NS 0 INDIANRES 1.0000 0 0 0 0 0 NS 0 SUB-TOTAL 0 0 0 0 0 0 0 TOTAL 37 11 16 3 3 0 70 NOTES: NS=NOT SEARCHED TP/AP=TARGET PROPERTY/ADJACENT PROPERTY wears www.c�eo-search.com 888-396-0042 Order#169298 Job#421869 10 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Radius Map 1 J ` J u / a sf l S p f f �f 112 mile` 111 mile20 1A8 A! 16, 9� 1 ;: r' 1C# 10 � i �zz , r•w �, r r24 i fl� Target Property(es') Wardren Road LPST DCR Coj LFunshristt`, Texas M X ERINSTx RRCVCIP 78418 E TIERII RCRAW(Rtt6 W+ o FRSTx j IHW PST V RRCVCIP PST ALTRYELs G' 1300' 2600' 3900, NOV wls�u. RCIRAC LPSTy;m;m;m I9CIIn SCALE:Y"'=2600' uw rc www.aeo-search.com 888-396-0042 Order#169298 Job#421869 11 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Radius Map 2 / ! /02 16 118 Mile 12 9 18 7 113 ./ ✓J E10 14 3 22 11 , r, � (�r;15 s 1 / ✓ // / - / �� a17 ,r < � r a � fl� Target Property(es') Wardren Road LPST DCR Caj LFUDSbristi, Texas M X ERINSTX RRCVCIP 78418 TIERII RCRANGR06 W+ o FRSTX IHW PST V RRCVCIP PST ALTRYELS 0, 650 1300, 1920' NOV wls�u. RCIRAC y;m;m;m I9CIIn LPST SCALE:1",1300' earthwww.aeo-search.com 888-396-0042 Order#169298 Job#421869 12 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Ortho Map ' 918 Mil ,,e 16 v / a 6 i 4 ur� � Target Property(TIP) Quadrangle(s): Ossa LPST DCR FU[7S X ERINSTX RRCVCIP Creep Ne TIERTS RCRAW(RtR6 IWald'ren Road W+E FRSTX IHW Co'rp'us Christi, Texas 78418 S PST V RRCVCIP PST ALTEfl11ELS G' 650 1300, 1920' NOV ws�u. RCRAC y;m;m;m �Caln LPST SCALE:1",1300' earthwww.aeo-search.com 888-396-0042 Order#169298 Job#421869 13 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Topographic Map !mile J ~ " b r " ., 1/2Adile §� r 11+1 Mile rr r. s MMIe h,..uiy e ... ., / k NO "� am r `���✓,"r "/`� r ° '�dan� �� i> �3au�f14�Pai �; ✓ ��'� � s ' f f ' T" i a` u rr{ qk II „;• r .r` r F� 4 r �b *� '�� rm r 4✓.,Y r '' , �.�'� r +,' 01 , Dw '9 r fig a m. ti Fr'^ r r u � ¢ S" r w W � � r � ✓r, a m r W,h� r , M i G' lm rr V g pi m. mem z ;gyms '!, Po���'• m ✓ n " � a4a , I m a 2 r � P a r �✓ Target Property(TIP) Quadrangle(s): Oso Gree{Ne" N Source: USG a, W+E 0210112013 Waldrer1 Road Corpus Christ!, Texas 78418 01 1300' 2600 3900, SCALE:I"=2600 W— earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 14 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Located Sites Summary NOTE:Standard environmental records are displayed in bold. Map Database Site ID# Elevation Distance Site Name Address PAGE ID# Name From Site # 1 ERNSTX 1183276 14 ft. 0.015 mi. 10401 SPID,CORPUS CHRISTI, TX 23 ESE (79 ft.) 1 ERNSTX 199583 14 ft. 0.004 mi. CORNER OF WALDRON RD&S. 25 ESE PADRE ISLAND DR, CORPUS (21 ft.) CHRISTI, TX 1 FRSTX 110070165499 14 ft. 0.015 mi. CHIEF AUTO PARTS 10401 S PADRE ISLAND DR, 27 ESE 5856 CORPUS CHRISTI,TX 78418 (79 ft.) 1 FRSTX 110070170457 14 ft. 0.015 mi. TEXACO 10401 S PADRE ISLAND DR, 28 ESE CORPUS CHRISTI,TX 78418 (79 ft.) 1 LPST 091865 14 ft. 0.015 mi. TEXACO 10401 S PADRE ISLAND DR, 29 ESE CORPUS CHRISTI, TX 78418 (79 ft.) 1 PST 23204 14 ft. 0.015 mi. TEXACO 10401 S PADRE ISLAND DR, 34 ESE CORPUS CHRISTI, TX 78418 (79 ft.) 2 ERNSTX 105678 11 ft. 0.006 mi. DON PATRICIO RD AND 40 ESE WALDRON RD, CORPUS CHRISTI, (32 ft.) TX 78415 2 TIERII 000000000567 11 ft. 0.018 mi. TCC-LAGUNA DON PATRICO RD. E.OF 42 ESE SUBSTATION WALDRON RD., CORPUS (95 ft.) CHRISTI,TX 78418 3 FRSTX 110033902800 14 ft. 0.007 mi. HEB GROCERY HEB 510 KNICKERBOCKER ST, 44 ESE CORPUS CHRISTI 18 CORPUS CHRISTI,TX 78418 (37 ft.) 3 FRSTX 110034035158 14 ft. 0.007 mi. HEB 204 1301 WALDRON RD, CORPUS 45 ESE CHRISTI,TX 78418 (37 ft.) 3 PST 76107 14 ft. 0.007 mi. HEB 057 1301 WALDRON RD,CORPUS 46 ESE CHRISTI, TX 78418 (37 ft.) 3 TIERII 7PYF7Z0lGZF0 14 ft. 0.007 mi. HEB GROCERY 1145 WALDRON ROAD, CORPUS 52 ESE COMPANY, LP- CHRISTI,TX 78418 (37 ft.) CORPUS CHRISTI 18 4 ECHOR06 110054922232 14 ft. 0.011 mi. STRIPES 2109 2202 WALDRON RD, CORPUS 53 WNW CHRISTI,TX 78418 (58 ft.) 4 FRSTX 110034312759 14 ft. 0.011 mi. STRIPES 2109 2202 WALDRON RD, CORPUS 54 WNW CHRISTI,TX 78418 (58 ft.) 4 FRSTX 110054922232 14 ft. 0.011 mi. STRIPES 2109 2202 WALDRON RD, CORPUS 55 WNW CHRISTI,TX 78418 (58 ft.) 4 ICISNPDES TXG830433INP 14 ft. 0.011 mi. STRIPES 2109 2202 WALDRON RD, CORPUS 56 DES WNW CHRISTI,TX 78418 (58 ft.) 4 LPST 092558 14 ft. 0.011 mi. 7 ELEVEN FOOD 2202 WALDRON RD,CORPUS 58 WNW STORES CHRISTI, TX 78418 (58 ft.) 4 LPST 110469 14 ft. 0.011 mi. CIRCLE K 2109 2202 WALDRON RD,CORPUS 65 WNW CHRISTI, TX 78418 (58 ft.) earthwww.aeo-search.com 888-396-0042 Order#169298 Job#421869 15 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Located Sites Summary NOTE:Standard environmental records are displayed in bold. Map Database Site ID# Elevation Distance Site Name Address PAGE ID# Name From Site # 4 PST 35184 14 ft. 0.011 mi. 7-ELEVEN STORE 2202 WALDRON RD,CORPUS 72 WNW 18374 CHRISTI, TX 78418 (58 ft.) 5 LPST 115323 13 ft. 0.011 mi. DIAMOND 1504 WALDRON RD,CORPUS 84 WNW SHAMROCK 1506 CHRISTI, TX 78418 (58 ft.) 5 NOV RN102452737 13 ft. 0.011 mi. STOP&GO 3 1504 WALDRON RD, CORPUS 88 WNW CHRISTI,TX 78418 (58 ft.) 5 PST 69453 13 ft. 0.011 mi. FORMER STOP&GO 1504 WALDRON RD,CORPUS 89 WNW 3 CHRISTI, TX 78418 (58 ft.) 6 FRSTX 110070169620 13 ft. 0.013 mi. FIRE 1801 WALDRON RD, CORPUS 86 WNW CHRISTI,TX 78418 (69 ft.) 6 PST 48917 13 ft. 0.013 mi. FIRE 1801 WALDRON RD,CORPUS 97 WNW CHRISTI, TX 78418 (69 ft.) 7 ECHOR06 110034705317 14 ft. 0.014 mi. CIRCLE K 2134 10361 S PADRE ISLAND DR, 99 WNW CORPUS CHRISTI,TX 78418 (74 ft.) 7 FRSTX 110030914697 14 ft. 0.014 mi. STRIPES#2134 10361 S PADRE ISLAND DR, 100 WNW CORPUS CHRISTI,TX 78418 (74 ft.) 7 FRSTX 110034705317 14 ft. 0.014 mi. CIRCLE K 2134 10361 S PADRE ISLAND DR, 101 WNW CORPUS CHRISTI,TX 78418 (74 ft.) 7 ICISNPDES TXG830529INP 14 ft. 0.014 mi. STRIPES 2134 10361 S PADRE ISLAND DR, CITY 102 DES WNW OF CORPUS CHRISTI,TX 78418 (74 ft.) 7 LPST 093438 14 ft. 0.014 mi. TEXAS STAR STORE 10361 S PADRE ISLAND DR, 109 WNW 154 CORPUS CHRISTI, TX 78418 (74 ft.) 7 NOV RN 102353497 14 ft. 0.014 mi. STRIPES 2134 10361 S PADRE ISLAND DR, 114 WNW CORPUS CHRISTI,TX 78418 (74 ft.) 7 PST 39278 14 ft. 0.014 mi. 7-ELEVEN STORE 10361 S PADRE ISLAND DR, 115 WNW 40821 CORPUS CHRISTI, TX 78418 (74 ft.) 8 FRSTX 110030914713 13 ft. 0.015 mi. BAYSIDE GROCERY 1455 WALDRON RD, CORPUS 125 ESE CHRISTI,TX 78418 (79 ft.) 8 PST 55061 13 ft. 0.015 mi. BLUE STORE 1455 WALDRON RD,CORPUS 126 ESE CHRISTI, TX 78418 (79 ft.) 9 FRSTX 110030914722 14 ft. 0.017 mi. BANGS CHEVRON 10402 S PADRE ISLAND DR, 138 ENE CORPUS CHRISTI,TX 78418 (90 ft.) 9 LPST 097805 14 ft. 0.017 mi. EXXON 67339 10402 S PADRE ISLAND DR, 139 ENE CORPUS CHRISTI, TX 78418 (90 ft.) 9 NOV RN103099735 14 ft. 0.017 mi. BANGS CITGO 10402 SPID 147 ENE CORPUS CHRISTI TX 78418, (90 ft.) CORPUS CHRISTI,TX 78418 aw earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 16 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Located Sites Summary NOTE:Standard environmental records are displayed in bold. Map Database Site ID# Elevation Distance Site Name Address PAGE ID# Name From Site # 9 PST 26764 14 ft. 0.017 mi. BANGS CITGO 10402 S PADRE ISLAND DR, 150 ENE CORPUS CHRISTI, TX 78418 (90 ft.) 10 DCR RN 104091624 14 ft. 0.026 mi. PADRE CLEANERS 1209 WALDRON RD, CORPUS 161 ESE CHRISTI,TX 78418 (137 ft.) 11 RRCVCP 10002 13 ft. 0.046 mi. HEB CC18 SOUTH WALDRON RD& 162 ESE WALDRON RD& KNICKERBOCKER ST, CORPUS (243 ft.) KNICKERBROCKER CHRISTI, TX ST 11 RRCVCP 50001 13 ft. 0.046 mi. HEB CC18 SOUTH WALDRON RD& 163 ESE WALDRON RD& KNICKERBOCKER ST, CORPUS (243 ft.) KNICKERBROCKER CHRISTI, TX ST 11 RRCVCP 50003 13 ft. 0.046 mi. PANHANDLE FIELD 1/3 MILE E OF FAIN GAS PLANT, 164 ESE COMPRESSOR NO.20 OFF HIGHWAY 87/287, (243 ft.) MASTERSON, TX 12 DCR RN103963898 17 ft. 0.124 mi. CARRS FLOUR BLUFF 10309 S PADRE ISLAND DR#1, 165 WNW CORPUS CHRISTI,TX 78418 (655 ft.) 12 IHW 74965 17 ft. 0.124 mi. PRIDE CLEANERS 10309 S PADRE ISLAND DR, 168 WNW OF CORPUS CHRISTI CORPUS CHRISTI,TX 78418 (655 ft.) 12 RCRANGRO6 TXD987985892 17 ft. 0.124 mi. PRIDE CLEANERS 10309 S PADRE ISLAND DR, 169 WNW OF CORPUS CHRISTI CORPUS CHRISTI, TX 78418 (655 ft.) 13 IHW 70425 18 ft. 0.125 mi. WAL-MART 10241 S PADRE ISLAND DR, 171 WNW SUPERCENTER 0490 CORPUS CHRISTI,TX 78418 (660 ft.) 13 LPST 108214 18 ft. 0.125 mi. WALMART 490 10241 S PADRE ISLAND DR, 174 WNW CORPUS CHRISTI, TX 78418 (660 ft.) 13 PST 58428 18 ft. 0.125 mi. WAL-MART STORE 10241 S PADRE ISLAND DR, 177 WNW 490 CORPUS CHRISTI, TX 78418 (660 ft.) 13 RCRANGRO6 TXD981908528 18 ft. 0.125 mi. WAL-MART STORES 10241 S PADRE ISLAND DR, 180 WNW TEXAS LLC- CORPUS CHRISTI, TX 78418 (660 ft.) SUPERCENTER 0490 14 LPST 104745 15 ft. 0.139 mi. CIRCLE K 577 10501 S PADRE ISLAND DR, 183 ESE CORPUS CHRISTI, TX 78418 (734 ft.) 14 PST 17043 15 ft. 0.139 mi. CIRCLE K 577 10501 S PADRE ISLAND DR, 187 ESE CORPUS CHRISTI, TX 78418 (734 ft.) 15 IHW 68720 15 ft. 0.169 mi. JAMES KURTH 1546 AMBER DR, CORPUS 192 WNW CHRISTI,TX 78418 (892 ft.) 16 DCR RN 104096896 16 ft. 0.207 mi. PEERLESS 902 WALDRON RD,CORPUS 193 NNE CLEANERS 18 CHRISTI,TX 78418 (1093 ft.) 17 IHW 36711 11 ft. 0.212 mi. FLOUR BLUFF 347 GRAHAM RD,CORPUS 196 ESE COMPRESSOR CHRISTI,TX 78418 (1119 ft.) STATION aw earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 17 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 ILocated Sites Summary NOTE:Standard environmental records are displayed in bold. Map Database Site ID# Elevation Distance Site Name Address PAGE ID# Name From Site # 17 RRCVCP 16007 11 ft. 0.212 mi. AMERRIL ENERGY- 347 GRAHAM ROAD, CORPUS 197 ESE FLOUR BLUFF-GAS CHRISTI, TX (1119 ft.) PLANT 17 SEMSARCH TXD000782334 11 ft. 0.212 mi. EXXON CO USA 347 GRAHAM RD, CORPUS 198 ESE GRAHAM RD SITE CHRISTI, TX 78418 (1119 ft.) FLOUR BLUFF 17 TIERII 4Z3VYK002DN 11 ft. 0.212 mi. FLOUR BLUFF 347 GRAHAM ROAD,CORPUS 199 G ESE STATION [TEXAS CHRISTI,TX 78418 (1119 ft.) CRUDE ENERGY, INC.] 17 TIERII 71KYKZ01PUV 11 ft. 0.212 mi. AMERRIL ENERGY- N27.6583333 W97.2861166, 200 T ESE FLOUR BLUFF CORPUS CHRISTI,TX 78418 (1119 ft.) STATION 18 ALTFUELS 77746 16 ft. 0.217 mi. FLOUR BLUFF 10139 SECURITY DR,CORPUS 201 WNW STATION CHRISTI,TX 78418 (1146 ft.) 19 IHW 76767 17 ft. 0.243 mi. FLOUR BLUFF ISD 2505 WALDRON RD, CORPUS 202 SSW CHRISTI,TX 78418 (1283 ft.) 19 PST 25517 17 ft. 0.243 mi. FLOUR BLUFF ISD 2505 WALDRON RD,CORPUS 204 SSW CHRISTI, TX 78418 (1283 ft.) 19 TIERII 3JC9PB0029E7 17 ft. 0.243 mi. FLOUR BLUFF 2505 WALDRON ROAD, CORPUS 211 SSW INDEPENDENT CHRISTI,TX 78418 (1283 ft.) SCHOOL DISTRICT 19 TIERII 68XXEF0023CL 17 ft. 0.243 mi. FLOUR BLUFF 2505 WALDRON ROAD, CORPUS 212 SSW INDEPENDENT CHRISTI,TX 78418 (1283 ft.) SCHOOL DISTRICT 19 TIERII 6YFXRA002UH 17 ft. 0.243 mi. FLOUR BLUFF 2505 WALDRON ROAD, CORPUS 213 N SSW INDEPENDENT CHRISTI,TX 78418 (1283 ft.) SCHOOL DISTRICT 19 TIERII 8C64EK002MC 17 ft. 0.243 mi. FLOUR BLUFF 2505 WALDRON ROAD, CORPUS 214 H SSW INDEPENDENT CHRISTI,TX 78418 (1283 ft.) SCHOOL DISTRICT 20 LPST 092971 16 ft. 0.444 mi. CIRCLE K 84744 10041 S PADRE ISLAND DR, 215 WNW CORPUS CHRISTI, TX 78418 (2344 ft.) 21 LPST 098363 18 ft. 0.491 mi. HALL OIL CO 10010 S PADRE ISLAND DR, 219 WNW CORPUS CHRISTI, TX 78418 (2592 ft.) 22 LPST 113840 3 ft. 0.495 mi. FLOUR BLUFF 1201 LAGUNA SHORES RD, 223 ESE VOLUNTEER FIRE CORPUS CHRISTI, TX 78418 (2614 ft.) DEPT 23 DOD 2325 15 ft. 0.618 mi. NAS CORPUS NUECES COUNTY,CORPUS 225 NNE CHRISTI CHRISTI,TX 78419 (3263 ft.) 23 RCRAC TX7170022787 15 ft. 0.618 mi. NAVAL AIR STATION 8851 OCEAN DR, CORPUS 226 NNE CORPUS CHRISTI CHRISTI, TX 78419 (3263 ft.) 24 FUDS K06TX1254 5 ft. 0.861 mi. NGP RADIO RANGE NUECES COUNTY, NO CITY,TX 246 SSE 78418 (4546 ft.) % earch www.aeo-search.com 888-396-0042 aw Order#169298 Job#421869 18 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Site Summary By Database NOTE:Standard environmental records are displayed in bold. Map Database Site ID# Elevation Distance Site Name Address ID# Name From Site 18 ALTFUELS 77746 16 ft. 0.217 mi. FLOUR BLUFF 10139 SECURITY DR,CORPUS CHRISTI,TX WNW STATION 78418 (1146 ft.) 10 DCR RN 104091624 14 ft. 0.026 mi. PADRE CLEANERS 1209 WALDRON RD, CORPUS CHRISTI,TX ESE 78418 (137 ft.) 12 DCR RN103963898 17 ft. 0.124 mi. CARRS FLOUR BLUFF 10309 S PADRE ISLAND DR#1,CORPUS WNW CHRISTI,TX 78418 (655 ft.) 16 DCR RN 104096896 16 ft. 0.207 mi. PEERLESS 902 WALDRON RD,CORPUS CHRISTI,TX NNE CLEANERS18 78418 (1093 ft.) 23 DOD 2325 15 ft. 0.618 mi. NAS CORPUS NUECES COUNTY,CORPUS CHRISTI,TX NNE CHRISTI 78419 (3263 ft.) 4 ECHOR06 110054922232 14 ft. 0.011 mi. STRIPES 2109 2202 WALDRON RD, CORPUS CHRISTI,TX WNW 78418 (58 ft.) 7 ECHOR06 110034705317 14 ft. 0.014 mi. CIRCLE K 2134 10361 S PADRE ISLAND DR, CORPUS WNW CHRISTI,TX 78418 (74 ft.) 1 ERNSTX 1183276 14 ft. 0.015 mi. 10401 SPID,CORPUS CHRISTI, TX ESE (79 ft.) 1 ERNSTX 199583 14 ft. 0.004 mi. CORNER OF WALDRON RD&S.PADRE ESE ISLAND DR, CORPUS CHRISTI, TX (21 ft.) 2 ERNSTX 105678 11 ft. 0.006 mi. DON PATRICIO RD AND WALDRON RD, ESE CORPUS CHRISTI, TX 78415 (32 ft.) 1 FRSTX 110070165499 14 ft. 0.015 mi. CHIEF AUTO PARTS 10401 S PADRE ISLAND DR, CORPUS ESE 5856 CHRISTI,TX 78418 (79 ft.) 1 FRSTX 110070170457 14 ft. 0.015 mi. TEXACO 10401 S PADRE ISLAND DR, CORPUS ESE CHRISTI,TX 78418 (79 ft.) 3 FRSTX 110033902800 14 ft. 0.007 mi. HEB GROCERY HEB 510 KNICKERBOCKER ST,CORPUS ESE CORPUS CHRISTI 18 CHRISTI,TX 78418 (37 ft.) 3 FRSTX 110034035158 14 ft. 0.007 mi. HEB 204 1301 WALDRON RD, CORPUS CHRISTI,TX ESE 78418 (37 ft.) 4 FRSTX 110034312759 14 ft. 0.011 mi. STRIPES 2109 2202 WALDRON RD, CORPUS CHRISTI,TX WNW 78418 (58 ft.) 4 FRSTX 110054922232 14 ft. 0.011 mi. STRIPES 2109 2202 WALDRON RD, CORPUS CHRISTI,TX WNW 78418 (58 ft.) 6 FRSTX 110070169620 13 ft. 0.013 mi. FIRE 1801 WALDRON RD, CORPUS CHRISTI,TX WNW 78418 (69 ft.) 7 FRSTX 110030914697 14 ft. 0.014 mi. STRIPES#2134 10361 S PADRE ISLAND DR, CORPUS WNW CHRISTI,TX 78418 (74 ft.) aw earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 19 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Site Summary By Database NOTE:Standard environmental records are displayed in bold. Map Database Site ID# Elevation Distance Site Name Address ID# Name From Site 7 FRSTX 110034705317 14 ft. 0.014 mi. CIRCLE K 2134 10361 S PADRE ISLAND DR, CORPUS WNW CHRISTI,TX 78418 (74 ft.) 8 FRSTX 110030914713 13 ft. 0.015 mi. BAYSIDE GROCERY 1455 WALDRON RD, CORPUS CHRISTI,TX ESE 78418 (79 ft.) 9 FRSTX 110030914722 14 ft. 0.017 mi. BANGS CHEVRON 10402 S PADRE ISLAND DR, CORPUS ENE CHRISTI,TX 78418 (90 ft.) 24 FUDS K06TX1254 5 ft. 0.861 mi. NGP RADIO RANGE NUECES COUNTY, NO CITY,TX 78418 SSE (4546 ft.) 4 ICISNPDES TXG830433INP 14 ft. 0.011 mi. STRIPES 2109 2202 WALDRON RD, CORPUS CHRISTI,TX DES WNW 78418 (58 ft.) 7 ICISNPDES TXG830529INP 14 ft. 0.014 mi. STRIPES 2134 10361 S PADRE ISLAND DR, CITY OF DES WNW CORPUS CHRISTI,TX 78418 (74 ft.) 12 IHW 74965 17 ft. 0.124 mi. PRIDE CLEANERS 10309 S PADRE ISLAND DR, CORPUS WNW OF CORPUS CHRISTI CHRISTI,TX 78418 (655 ft.) 13 IHW 70425 18 ft. 0.125 mi. WAL-MART 10241 S PADRE ISLAND DR, CORPUS WNW SUPERCENTER 0490 CHRISTI,TX 78418 (660 ft.) 15 IHW 68720 15 ft. 0.169 mi. JAMES KURTH 1546 AMBER DR, CORPUS CHRISTI,TX WNW 78418 (892 ft.) 17 IHW 36711 11 ft. 0.212 mi. FLOUR BLUFF 347 GRAHAM RD,CORPUS CHRISTI,TX ESE COMPRESSOR 78418 (1119 ft.) STATION 19 IHW 76767 17 ft. 0.243 mi. FLOUR BLUFF ISD 2505 WALDRON RD, CORPUS CHRISTI,TX SSW 78418 (1283 ft.) 1 LPST 091865 14 ft. 0.015 mi. TEXACO 10401 S PADRE ISLAND DR,CORPUS ESE CHRISTI, TX 78418 (79 ft.) 4 LPST 092558 14 ft. 0.011 mi. 7 ELEVEN FOOD 2202 WALDRON RD,CORPUS CHRISTI, TX WNW STORES 78418 (58 ft.) 4 LPST 110469 14 ft. 0.011 mi. CIRCLE K 2109 2202 WALDRON RD,CORPUS CHRISTI, TX WNW 78418 (58 ft.) 5 LPST 115323 13 ft. 0.011 mi. DIAMOND 1504 WALDRON RD,CORPUS CHRISTI, TX WNW SHAMROCK 1506 78418 (58 ft.) 7 LPST 093438 14 ft. 0.014 mi. TEXAS STAR STORE 10361 S PADRE ISLAND DR,CORPUS WNW 154 CHRISTI, TX 78418 (74 ft.) 9 LPST 097805 14 ft. 0.017 mi. EXXON 67339 10402 S PADRE ISLAND DR,CORPUS ENE CHRISTI, TX 78418 (90 ft.) 13 LPST 108214 18 ft. 0.125 mi. WALMART 490 10241 S PADRE ISLAND DR,CORPUS WNW CHRISTI, TX 78418 (660 ft.) aw earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 20 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Site Summary By Database NOTE:Standard environmental records are displayed in bold. Map Database Site ID# Elevation Distance Site Name Address ID# Name From Site 14 LPST 104745 15 ft. 0.139 mi. CIRCLE K 577 10501 S PADRE ISLAND DR,CORPUS ESE CHRISTI, TX 78418 (734 ft.) 20 LPST 092971 16 ft. 0.444 mi. CIRCLE K 84744 10041 S PADRE ISLAND DR,CORPUS WNW CHRISTI, TX 78418 (2344 ft.) 21 LPST 098363 18 ft. 0.491 mi. HALL OIL CO 10010 S PADRE ISLAND DR,CORPUS WNW CHRISTI, TX 78418 (2592 ft.) 22 LPST 113840 3 ft. 0.495 mi. FLOUR BLUFF 1201 LAGUNA SHORES RD, CORPUS ESE VOLUNTEER FIRE CHRISTI, TX 78418 (2614 ft.) DEPT 5 NOV RN102452737 13 ft. 0.011 mi. STOP&GO 3 1504 WALDRON RD, CORPUS CHRISTI,TX WNW 78418 (58 ft.) 7 NOV RN 102353497 14 ft. 0.014 mi. STRIPES 2134 10361 S PADRE ISLAND DR, CORPUS WNW CHRISTI,TX 78418 (74 ft.) 9 NOV RN103099735 14 ft. 0.017 mi. BANGS CITGO 10402 SPID ENE CORPUS CHRISTI TX 78418, CORPUS (90 ft.) CHRISTI,TX 78418 1 PST 23204 14 ft. 0.015 mi. TEXACO 10401 S PADRE ISLAND DR,CORPUS ESE CHRISTI, TX 78418 (79 ft.) 3 PST 76107 14 ft. 0.007 mi. HEB 057 1301 WALDRON RD,CORPUS CHRISTI, TX ESE 78418 (37 ft.) 4 PST 35184 14 ft. 0.011 mi. 7-ELEVEN STORE 2202 WALDRON RD,CORPUS CHRISTI, TX WNW 18374 78418 (58 ft.) 5 PST 69453 13 ft. 0.011 mi. FORMER STOP&GO 1504 WALDRON RD,CORPUS CHRISTI, TX WNW 3 78418 (58 ft.) 6 PST 48917 13 ft. 0.013 mi. FIRE 1801 WALDRON RD,CORPUS CHRISTI, TX WNW 78418 (69 ft.) 7 PST 39278 14 ft. 0.014 mi. 7-ELEVEN STORE 10361 S PADRE ISLAND DR,CORPUS WNW 40821 CHRISTI, TX 78418 (74 ft.) 9 PST 55061 13 ft. 0.015 mi. BLUE STORE 1455 WALDRON RD,CORPUS CHRISTI, TX ESE 78418 (79 ft.) 9 PST 26764 14 ft. 0.017 mi. BANGS CITGO 10402 S PADRE ISLAND DR,CORPUS ENE CHRISTI, TX 78418 (90 ft.) 13 PST 58428 18 ft. 0.125 mi. WAL-MART STORE 10241 S PADRE ISLAND DR,CORPUS WNW 490 CHRISTI, TX 78418 (660 ft.) 14 PST 17043 15 ft. 0.139 mi. CIRCLE K 577 10501 S PADRE ISLAND DR,CORPUS ESE CHRISTI, TX 78418 (734 ft.) 19 PST 25517 17 ft. 0.243 mi. FLOUR BLUFF ISD 2505 WALDRON RD,CORPUS CHRISTI, TX SSW 78418 (1283 ft.) aw earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 21 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 ISite Summary By Database NOTE:Standard environmental records are displayed in bold. Map Database Site ID# Elevation Distance Site Name Address ID# Name From Site 23 RCRAC TX7170022787 15 ft. 0.618 mi. NAVAL AIR STATION 8851 OCEAN DR, CORPUS CHRISTI, TX NNE CORPUS CHRISTI 78419 (3263 ft.) 12 RCRANGR06 TXD987985892 17 ft. 0.124 mi. PRIDE CLEANERS 10309 S PADRE ISLAND DR,CORPUS WNW OF CORPUS CHRISTI CHRISTI, TX 78418 (655 ft.) 13 RCRANGR06 TXD981908528 18 ft. 0.125 mi. WAL-MART STORES 10241 S PADRE ISLAND DR,CORPUS WNW TEXAS LLC- CHRISTI, TX 78418 (660 ft.) SUPERCENTER 0490 11 RRCVCP 10002 13 ft. 0.046 mi. HEB CC18 SOUTH WALDRON RD&KNICKERBOCKER ST, ESE WALDRON RD& CORPUS CHRISTI, TX (243 ft.) KNICKERBROCKER ST 11 RRCVCP 50001 13 ft. 0.046 mi. HEB CC18 SOUTH WALDRON RD&KNICKERBOCKER ST, ESE WALDRON RD& CORPUS CHRISTI, TX (243 ft.) KNICKERBROCKER ST 11 RRCVCP 50003 13 ft. 0.046 mi. PANHANDLE FIELD 113 MILE E OF FAIN GAS PLANT, OFF ESE COMPRESSOR NO.20 HIGHWAY 87/287,MASTERSON, TX (243 ft.) 17 RRCVCP 16007 11 ft. 0.212 mi. AMERRIL ENERGY- 347 GRAHAM ROAD, CORPUS CHRISTI, TX ESE FLOUR BLUFF-GAS (1119 ft.) PLANT 17 SEMSARCH TXD000782334 11 ft. 0.212 mi. EXXON CO USA 347 GRAHAM RD, CORPUS CHRISTI, TX ESE GRAHAM RD SITE 78418 (1119 ft.) FLOUR BLUFF 2 TIERII 000000000567 11 ft. 0.018 mi. TCC-LAGUNA DON PATRICO RD. E.OF WALDRON RD., ESE SUBSTATION CORPUS CHRISTI,TX 78418 (95 ft.) 3 TIERII 7PYF7Z0lGZF0 14 ft. 0.007 mi. HEB GROCERY 1145 WALDRON ROAD, CORPUS CHRISTI, ESE COMPANY, LP- TX 78418 (37 ft.) CORPUS CHRISTI 18 17 TIERII 4Z3VYK002DN 11 ft. 0.212 mi. FLOUR BLUFF 347 GRAHAM ROAD,CORPUS CHRISTI,TX G ESE STATION [TEXAS 78418 (1119 ft.) CRUDE ENERGY, INC.] 17 TIERII 71KYKZ01PUV 11 ft. 0.212 mi. AMERRIL ENERGY- N27.6583333 W97.2861166,CORPUS T ESE FLOUR BLUFF CHRISTI,TX 78418 (1119 ft.) STATION 19 TIERII 3JC9PB0029E7 17 ft. 0.243 mi. FLOUR BLUFF 2505 WALDRON ROAD, CORPUS CHRISTI, SSW INDEPENDENT TX 78418 (1283 ft.) SCHOOL DISTRICT 19 TIERII 68XXEF0023CL 17 ft. 0.243 mi. FLOUR BLUFF 2505 WALDRON ROAD, CORPUS CHRISTI, SSW INDEPENDENT TX 78418 (1283 ft.) SCHOOL DISTRICT 19 TIERII 6YFXRA002UH 17 ft. 0.243 mi. FLOUR BLUFF 2505 WALDRON ROAD, CORPUS CHRISTI, N SSW INDEPENDENT TX 78418 (1283 ft.) SCHOOL DISTRICT 19 TIERII 8C64EK002MC 17 ft. 0.243 mi. FLOUR BLUFF 2505 WALDRON ROAD, CORPUS CHRISTI, H SSW INDEPENDENT TX 78418 (1283 ft.) SCHOOL DISTRICT % earch www.aeo-search.com 888-396-0042 aw Order#169298 Job#421869 22 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Emergency Response Notification System (ERNST.X� AP 11111 Distance from Property: 0.015 mi.(79 ft.) ESE Elevation: 14 ft. GS I D#: 1183276 NRC REPORT#: 1183276 INCIDENT LOCATION: INCIDENT ADDRESS: 10401 SPID CORPUS CHRISTI,TX INCIDENT COUNTY: NUECES INCIDENT INFORMATION NRC REPORT#: 1183276 DESCRIPTION OF INCIDENT: CALLER IS REPORTING THAT A HYDRAULIC LINE BURST AND DISCHARGED HYDRAULIC OIL ONTO THE GROUND AND POSSIBLY INTO A STORM DRAIN. TYPE OF INCIDENT: MOBILE CAUSE: EQUIPMENT FAILURE DATE/TIME: 7/3/2017 19:00 DISCOVERED/OCCURED/PLANNED: OCCURRED POTENTIAL FLAG: NO REPORT RECEIPT AND SUSPECTED RESPONSIBLE PARTY INFORMATION NRC REPORT#: 1183276 DATE/TIME RECEIVED: 7/6/2017 17:00 DATE/TIME COMPLETE: 7/6/2017 17:05 CALL TYPE: INCIDENT SOURCE: TELEPHONE RESPONSIBLE COMPANY: CC DISPOSAL ADDRESS: CORPUS CHRISTI TX RESPONSIBLE COMPANY ORGANIZATION TYPE: PRIVATE ENTERPRISE INCIDENT DETAILS NRC REPORT#: 1183276 FIRE INVOLVED: NO EVACUATION RADIUS: ANY INJURIES: NO ANY EVACUATIONS: NO ANY FATALITIES: NO ANY DAMAGES: NO DAMAGE AMOUNT: MEDIUM DESCRIPTION: WATER ADDITIONAL MEDIUM INFO: STORM DRAIN BODY OF WATER: STORM DRAIN TRIBUTARY OF: RELEASE SECURED: YES ESTIMATED DURATION OF RELEASE: RELEASE RATE: REMEDIAL ACTION: ABSORBANTS DEPLOYED,CONTRACTOR ON SITE,VAC TRUCK ON SITE STATE AGENCY ON SCENE: ju earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 23 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Emergency Response Notification System (ERNST.X� STATE AGENCY REPORT#: OTHER AGENCY NOTIFIED: WATER SUPPLY CONTAMINATED: UNKNOWN COMMUNITY IMPACT: ADDITIONAL INFO: STATE AGENCY NOTIFIED: FEDERAL AGENCY NOTIFIED: OFFSHORE: NO INFORMATION SPECIFIC TO EACH TYPE OF INCIDENT -NO INFORMATION REPORTED- MATERIALS INVOLVED NRC REPORT#: 1183276 CHRIS CODE: OHY CAS#: 000000-00-0 MATERIAL RELEASED/AMOUNT: HYDRAULIC OIL/22 GALLON(S) IF REACHED WATER: YES AMOUNT IN WATER: UNKNOWN AMOUNT OTHER MATERIALS INVOLVED -NO OTHER MATERIALS INVOLVED- TRAINS DETAILS -NO TRAIN DETAILS REPORTED- TRAIN DERAILED UNITS -NO TRAIN DERAILED UNITS REPORTED- VESSEL DETAILS -NO VESSEL DETAILS REPORTED- MOBILE DETAILS -NO MOBILE DETAILS REPORTED- Back to Report Lmmary earthwww.aeo-search.com 888-396-0042 Order#169298 Job#421869 24 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Emergency Response Notification System (ERNST.X� AP 11111 Distance from Property: 0.004 mi.(21 ft.) ESE Elevation: 14 ft. GS I D#: 199583 NRC REPORT#: 199583 INCIDENT LOCATION: INCIDENT ADDRESS: CORNER OF WALDRON RD&S.PADRE ISLAND DR CORPUS CHRISTI,TX INCIDENT COUNTY: NUECES INCIDENT INFORMATION NRC REPORT#: 199583 DESCRIPTION OF INCIDENT: CALLER STATES THAT INDIVIDUALS THAT ARE REMODELING A GAS STATION AREPUMPING OLD GASOLINE INTO THE SEWER RIGHT NOW TYPE OF INCIDENT: FIXED CAUSE: DUMPING DATE/TIME: 9/25/1993 9:30:00 PM DISCOVERED/OCCURED/PLANNED: DISCOVERED POTENTIAL FLAG: REPORT RECEIPT AND SUSPECTED RESPONSIBLE PARTY INFORMATION NRC REPORT#: 199583 DATE/TIME RECEIVED: 9/25/1993 DATE/TIME COMPLETE: 9/25/1993 CALL TYPE: INCIDENT SOURCE: UNAVAILABLE RESPONSIBLE COMPANY: ADDRESS: RESPONSIBLE COMPANY ORGANIZATION TYPE: UNKNOWN INCIDENT DETAILS NRC REPORT#: 199583 FIRE INVOLVED: NO EVACUATION RADIUS: ANY INJURIES: UNKNOWN ANY EVACUATIONS: NO ANY FATALITIES: UNKNOWN ANY DAMAGES: NO DAMAGE AMOUNT: MEDIUM DESCRIPTION: LAND ADDITIONAL MEDIUM INFO: SEWERSYSTEM BODY OF WATER: TRIBUTARY OF: RELEASE SECURED: ESTIMATED DURATION OF RELEASE: RELEASE RATE: REMEDIAL ACTION: NONE STATE AGENCY ON SCENE: earthwww.aeo-search.com 888-396-0042 Order#169298 Job#421869 25 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Emergency Response Notification System (ERNST.X� STATE AGENCY REPORT#: OTHER AGENCY NOTIFIED: WATER SUPPLY CONTAMINATED: COMMUNITY IMPACT: ADDITIONAL INFO: STATE AGENCY NOTIFIED: FEDERAL AGENCY NOTIFIED: OFFSHORE: INFORMATION SPECIFIC TO EACH TYPE OF INCIDENT -NO INFORMATION REPORTED- MATERIALS INVOLVED NRC REPORT#: 199583 CHRIS CODE: GAT CAS#: MATERIAL RELEASED/AMOUNT: GASOLINE:AUTOMOTIVE/UNKNOWN AMOUNT IF REACHED WATER: YES AMOUNT IN WATER: UNKNOWN AMOUNT OTHER MATERIALS INVOLVED -NO OTHER MATERIALS INVOLVED- TRAINS DETAILS -NO TRAIN DETAILS REPORTED- TRAIN DERAILED UNITS -NO TRAIN DERAILED UNITS REPORTED- VESSEL DETAILS -NO VESSEL DETAILS REPORTED- MOBILE DETAILS -NO MOBILE DETAILS REPORTED- Back to Report Lmmary earthwww.aeo-search.com 888-396-0042 Order#169298 Job#421869 26 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Facility Registry System (FRSTX) AP 11111 Distance from Property: 0.015 mi.(79 ft.) ESE Elevation: 14 ft. FACILITY INFORMATION REGISTRY ID: 110070165499 NAME: CHIEF AUTO PARTS 5856 LOCATION ADDRESS: 10401 S PADRE ISLAND DR CORPUS CHRISTI,TX 78418-3420 COUNTY: NUECES EPA REGION: 06 FEDERAL FACILITY: TRIBAL LAND: ALTERNATIVE NAME/S: NO ALTERNATIVE NAME(S)LISTED FOR THIS FACILITY PROGRAM/S LISTED FOR THIS FACILITY *DEFINITION NOT PROVIDED BY REPORTING AGENCY STANDARD INDUSTRIAL CLASSIFICATION/S(SIC) NO SIC DATA REPORTED NORTH AMERICAN INDUSTRY CLASSIFICATION/S(NAICS) NO NAICS DATA REPORTED Back to Report Lmmary ju earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 27 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Facility Registry System (FRSTX) AP 11111 Distance from Property: 0.015 mi.(79 ft.) ESE Elevation: 14 ft. FACILITY INFORMATION REGISTRY ID: 110070170457 NAME: TEXACO LOCATION ADDRESS: 10401 S PADRE ISLAND DR CORPUS CHRISTI,TX 78418-3420 COUNTY: NUECES EPA REGION: 06 FEDERAL FACILITY: TRIBAL LAND: ALTERNATIVE NAME/S: NO ALTERNATIVE NAME(S)LISTED FOR THIS FACILITY PROGRAM/S LISTED FOR THIS FACILITY *DEFINITION NOT PROVIDED BY REPORTING AGENCY STANDARD INDUSTRIAL CLASSIFICATION/S(SIC) NO SIC DATA REPORTED NORTH AMERICAN INDUSTRY CLASSIFICATION/S(NAICS) NO NAICS DATA REPORTED Back to Report Lmmary ju earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 28 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Leaking Petroleum Storage Tanks (LPST) AP 11111 Distance from Property: 0.015 mi.(79 ft.) ESE Elevation: 14 ft. FACILITY INFORMATION GEOSEARCH ID: 091865 LPST ID:091865 FACILITY ID: 23204 NAME: TEXACO ADDRESS: 10401 S PADRE ISLAND DR CORPUS CHRISTI,TX 78418 LEAKING TANK DETAILS LPST ID:091865 NAME: TEXACO FACILITY LOCATION: PRIORITY CODE: 4A-SOIL CONTAMINATION ONLY REQUIRES FULL SITE ASSESSMENT RAP CORRECTIVE ACTION STATUS CODE: 6A-FINAL CONCURRENCE ISSUED CORRECTIVE ACTION START DATE: DISCOVERED DATE: 03/08/1988 REPORTED DATE: 03/08/1988 ENTERED DATE: 03/08/1988 CLOSURE DATE: 09/07/1989 PRP INFORMATION NAME: ADDRESS: IRVING TX 75015 CONTACT: PHONE: UNDERGROUND STORAGE TANK TANK ID: 1 NUMBER OF COMPARTMENTS: 1 INSTALLATION DATE:01/01/1960 REGISTRATION DATE: 05/08/1986 TANK CAPACITY(GAL): 4000 EMPTY TANK: NOT EMPTY STATUS: REMOVED FROM GROUND STATUS BEGIN DATE: 02/01/1990 INTERNAL PROTECTION DATE: REGULATORY STATUS: FULLY REGULATED TANK DESIGN SINGLE WALL: NO TANK DESIGN DOUBLE WALL: NO PIPE DESIGN SINGLE WALL: NO PIPE DESIGN DOUBLE WALL: NO TANK DETAILS MATERIAL: STEEL CORROSION PROTECTION: EXTERNAL CONTAINMENT: TANK COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: NO earthwww.aeo-search.com 888-396-0042 Order#169298 Job#421869 29 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Leaking Petroleum Storage Tanks (LPST) CORROSION PROTECTION VARIANCE: NO VARIANCE COMPARTMENT DETAILS UST COMPARTMENT ID: 123130 TANK ID: 1 COMPARTMENT LETTER:A SUBSTANCES: GASOLINE OTHER SUBSTANCES: CAPACITY(GAL):4000 COMPARTMENT RELEASE DETECTION: SPILL CONTAINMENT AND OVERFILL PREVENTION: PIPING SYSTEMS MATERIAL: STEEL CORROSION PROTECTION: EXTERNAL CONTAINMENT: CONNECTORS&VALVES: CORROSION PROTECTION: PIPE COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: NO CORROSION PROTECTION VARIANCE: NO VARIANCE TANK ID: 2 NUMBER OF COMPARTMENTS: 1 INSTALLATION DATE:01/01/1960 REGISTRATION DATE: 05/08/1986 TANK CAPACITY(GAL): 4000 EMPTY TANK: NOT EMPTY STATUS: REMOVED FROM GROUND STATUS BEGIN DATE: 02/01/1990 INTERNAL PROTECTION DATE: REGULATORY STATUS: FULLY REGULATED TANK DESIGN SINGLE WALL: NO TANK DESIGN DOUBLE WALL: NO PIPE DESIGN SINGLE WALL: NO PIPE DESIGN DOUBLE WALL: NO TANK DETAILS MATERIAL: STEEL CORROSION PROTECTION: EXTERNAL CONTAINMENT: TANK COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: NO CORROSION PROTECTION VARIANCE: NO VARIANCE COMPARTMENT DETAILS UST COMPARTMENT ID: 123132 TANK ID:2 COMPARTMENT LETTER:A SUBSTANCES: GASOLINE OTHER SUBSTANCES: CAPACITY(GAL):4000 COMPARTMENT RELEASE DETECTION: SPILL CONTAINMENT AND OVERFILL PREVENTION: earthwww.aeo-search.com 888-396-0042 Order#169298 Job#421869 30 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Leaking Petroleum Storage Tanks (LPST) PIPING SYSTEMS MATERIAL: STEEL CORROSION PROTECTION: EXTERNAL CONTAINMENT: CONNECTORS&VALVES: CORROSION PROTECTION: PIPE COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: NO CORROSION PROTECTION VARIANCE: NO VARIANCE TANK ID: 3 NUMBER OF COMPARTMENTS: 1 INSTALLATION DATE:01/01/1960 REGISTRATION DATE: 05/08/1986 TANK CAPACITY(GAL): 4000 EMPTY TANK: NOT EMPTY STATUS: REMOVED FROM GROUND STATUS BEGIN DATE: 02/01/1990 INTERNAL PROTECTION DATE: REGULATORY STATUS: FULLY REGULATED TANK DESIGN SINGLE WALL: NO TANK DESIGN DOUBLE WALL: NO PIPE DESIGN SINGLE WALL: NO PIPE DESIGN DOUBLE WALL: NO TANK DETAILS MATERIAL: STEEL CORROSION PROTECTION: EXTERNAL CONTAINMENT: TANK COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: NO CORROSION PROTECTION VARIANCE: NO VARIANCE COMPARTMENT DETAILS UST COMPARTMENT ID: 123131 TANK ID:3 COMPARTMENT LETTER:A SUBSTANCES: DIESEL OTHER SUBSTANCES: CAPACITY(GAL):4000 COMPARTMENT RELEASE DETECTION: SPILL CONTAINMENT AND OVERFILL PREVENTION: PIPING SYSTEMS MATERIAL: STEEL CORROSION PROTECTION: EXTERNAL CONTAINMENT: CONNECTORS&VALVES: CORROSION PROTECTION: PIPE COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: NO CORROSION PROTECTION VARIANCE: NO VARIANCE earthwww.aeo-search.com 888-396-0042 Order#169298 Job#421869 31 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Leaking Petroleum Storage Tanks (LPST) TANK ID: 4 NUMBER OF COMPARTMENTS: 1 INSTALLATION DATE:01/01/1982 REGISTRATION DATE: 05/08/1986 TANK CAPACITY(GAL): 10000 EMPTY TANK: NOT EMPTY STATUS: REMOVED FROM GROUND STATUS BEGIN DATE: 02/01/1990 INTERNAL PROTECTION DATE: REGULATORY STATUS: FULLY REGULATED TANK DESIGN SINGLE WALL: NO TANK DESIGN DOUBLE WALL: NO PIPE DESIGN SINGLE WALL: NO PIPE DESIGN DOUBLE WALL: NO TANK DETAILS MATERIAL: FRP CORROSION PROTECTION: EXTERNAL CONTAINMENT: TANK COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: NO CORROSION PROTECTION VARIANCE: NO VARIANCE COMPARTMENT DETAILS UST COMPARTMENT ID: 123134 TANK ID:4 COMPARTMENT LETTER:A SUBSTANCES: GASOLINE OTHER SUBSTANCES: CAPACITY(GAL): 10000 COMPARTMENT RELEASE DETECTION: SPILL CONTAINMENT AND OVERFILL PREVENTION: PIPING SYSTEMS MATERIAL: FRP CORROSION PROTECTION: EXTERNAL CONTAINMENT: CONNECTORS&VALVES: CORROSION PROTECTION: PIPE COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: NO CORROSION PROTECTION VARIANCE: NO VARIANCE TANK ID: 5 NUMBER OF COMPARTMENTS: 1 INSTALLATION DATE:01/01/1960 REGISTRATION DATE: 05/08/1986 TANK CAPACITY(GAL): 550 EMPTY TANK: NOT EMPTY STATUS: REMOVED FROM GROUND STATUS BEGIN DATE: 02/01/1990 INTERNAL PROTECTION DATE: REGULATORY STATUS: FULLY REGULATED TANK DESIGN SINGLE WALL: NO TANK DESIGN DOUBLE WALL: NO PIPE DESIGN SINGLE WALL: NO PIPE DESIGN DOUBLE WALL: NO TANK DETAILS MATERIAL: earthwww.aeo-search.com 888-396-0042 Order#169298 Job#421869 32 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Leaking Petroleum Storage Tanks (LPST) STEEL CORROSION PROTECTION: EXTERNAL CONTAINMENT: TANK COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: NO CORROSION PROTECTION VARIANCE: NO VARIANCE COMPARTMENT DETAILS UST COMPARTMENT ID: 123133 TANK ID: 5 COMPARTMENT LETTER:A SUBSTANCES: USED OIL OTHER SUBSTANCES: CAPACITY(GAL): 550 COMPARTMENT RELEASE DETECTION: SPILL CONTAINMENT AND OVERFILL PREVENTION: PIPING SYSTEMS MATERIAL: STEEL CORROSION PROTECTION: EXTERNAL CONTAINMENT: CONNECTORS&VALVES: CORROSION PROTECTION: PIPE COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: NO CORROSION PROTECTION VARIANCE: NO VARIANCE ABOVEGROUND STORAGE TANK INFORMATION NO ABOVEGROUND STORAGE TANK DATA REPORTED FOR THIS FACILITY Back to Report LMmary earthwww.aeo-search.com 888-396-0042 Order#169298 Job#421869 33 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Petroleum Storage Tanks (PST) AP 11111 Distance from Property: 0.015 mi.(79 ft.) ESE Elevation: 14 ft. FACILITY INFORMATION CONTACT INFORMATION I D#: 23204 NAME: NAME: TEXACO TITLE: ADDRESS: 10401 S PADRE ISLAND DR ORGANIZATION: TEXACO CORPUS CHRISTI,TX 78418 MAIL ADDRESS: COUNTY: NUECES REGION: 14 PHONE: (214)6500200 0 TYPE: RETAIL BEGIN DATE: 05/10/1986 STATUS: INACTIVE EXEMPT STATUS: NO RECORDS OFF-SITE: NO NUMBER OF ACTIVE UNDERGROUND TANKS: 0 NUMBER OF ACTIVE ABOVEGROUND TANKS: 0 APPLICATION INFORMATION: RECEIVED DATE ON EARLIEST REGISTRATION FORM: 05/08/1986 SIGNATURE DATE ON EARLIEST REGISTRATION FORM: 04/16/1986 SIGNATURE NAME&TITLE: ROGER EBERT,DIV MGR ENFORCEMENT ACTION DATE: OWNER OWNER NUMBER: CN600124051 NAME: MOTIVA ENTERPRISES LLC CONTACT ADDRESS: TYPE: CORPORATION/COMPANY BEGIN DATE: 05/10/1986 CONTACT ROLE: CONTACT NAME: CONTACT TITLE: ORGANIZATION: PHONE: FAX: EMAIL: OPERATOR NO OPERATOR INFORMATION REPORTED SELF-CERTIFICATION -NO SELF-CERTIFICATION INFORMATION REPORTED- CONSTRUCTION NOTIFICATION NO CONSTRUCTION NOTIFICATION DATA REPORTED FOR THIS FACILITY UNDERGROUND STORAGE TANK TANK ID: 1 NUMBER OF COMPARTMENTS: 1 INSTALLATION DATE:01/01/1960 REGISTRATION DATE: 05/08/1986 earthwww.aeo-search.com 888-396-0042 Order#169298 Job#421869 34 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Petroleum Storage Tanks (PST) TANK CAPACITY(GAL): 4000 EMPTY TANK: NOT EMPTY STATUS: REMOVED FROM GROUND STATUS BEGIN DATE: 02/01/1990 INTERNAL PROTECTION DATE: REGULATORY STATUS: FULLY REGULATED TANK DESIGN SINGLE WALL: NO TANK DESIGN DOUBLE WALL: NO PIPE DESIGN SINGLE WALL: NO PIPE DESIGN DOUBLE WALL: NO TANK DETAILS MATERIAL: STEEL CORROSION PROTECTION: EXTERNAL CONTAINMENT: TANK COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: NO CORROSION PROTECTION VARIANCE: NO VARIANCE COMPARTMENT DETAILS UST COMPARTMENT ID: 123130 TANK ID: 1 COMPARTMENT LETTER:A SUBSTANCES: GASOLINE OTHER SUBSTANCES: CAPACITY(GAL):4000 COMPARTMENT RELEASE DETECTION: SPILL CONTAINMENT AND OVERFILL PREVENTION: PIPING SYSTEMS MATERIAL: STEEL CORROSION PROTECTION: EXTERNAL CONTAINMENT: CONNECTORS&VALVES: PIPING RELEASE DETECTION: PIPE COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: NO CORROSION PROTECTION VARIANCE: NO VARIANCE TANK ID: 2 NUMBER OF COMPARTMENTS: 1 INSTALLATION DATE:01/01/1960 REGISTRATION DATE: 05/08/1986 TANK CAPACITY(GAL): 4000 EMPTY TANK: NOT EMPTY STATUS: REMOVED FROM GROUND STATUS BEGIN DATE: 02/01/1990 INTERNAL PROTECTION DATE: REGULATORY STATUS: FULLY REGULATED TANK DESIGN SINGLE WALL: NO TANK DESIGN DOUBLE WALL: NO PIPE DESIGN SINGLE WALL: NO PIPE DESIGN DOUBLE WALL: NO TANK DETAILS MATERIAL: STEEL earthwww.aeo-search.com 888-396-0042 Order#169298 Job#421869 35 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Petroleum Storage Tanks (PST) CORROSION PROTECTION: EXTERNAL CONTAINMENT: TANK COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: NO CORROSION PROTECTION VARIANCE: NO VARIANCE COMPARTMENT DETAILS UST COMPARTMENT ID: 123132 TANK ID:2 COMPARTMENT LETTER:A SUBSTANCES: GASOLINE OTHER SUBSTANCES: CAPACITY(GAL):4000 COMPARTMENT RELEASE DETECTION: SPILL CONTAINMENT AND OVERFILL PREVENTION: PIPING SYSTEMS MATERIAL: STEEL CORROSION PROTECTION: EXTERNAL CONTAINMENT: CONNECTORS&VALVES: PIPING RELEASE DETECTION: PIPE COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: NO CORROSION PROTECTION VARIANCE: NO VARIANCE TANK ID: 3 NUMBER OF COMPARTMENTS: 1 INSTALLATION DATE:01/01/1960 REGISTRATION DATE: 05/08/1986 TANK CAPACITY(GAL): 4000 EMPTY TANK: NOT EMPTY STATUS: REMOVED FROM GROUND STATUS BEGIN DATE: 02/01/1990 INTERNAL PROTECTION DATE: REGULATORY STATUS: FULLY REGULATED TANK DESIGN SINGLE WALL: NO TANK DESIGN DOUBLE WALL: NO PIPE DESIGN SINGLE WALL: NO PIPE DESIGN DOUBLE WALL: NO TANK DETAILS MATERIAL: STEEL CORROSION PROTECTION: EXTERNAL CONTAINMENT: TANK COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: NO CORROSION PROTECTION VARIANCE: NO VARIANCE COMPARTMENT DETAILS UST COMPARTMENT ID: 123131 earthwww.aeo-search.com 888-396-0042 Order#169298 Job#421869 36 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Petroleum Storage Tanks (PST) TANK ID:3 COMPARTMENT LETTER:A SUBSTANCES: DIESEL OTHER SUBSTANCES: CAPACITY(GAL):4000 COMPARTMENT RELEASE DETECTION: SPILL CONTAINMENT AND OVERFILL PREVENTION: PIPING SYSTEMS MATERIAL: STEEL CORROSION PROTECTION: EXTERNAL CONTAINMENT: CONNECTORS&VALVES: PIPING RELEASE DETECTION: PIPE COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: NO CORROSION PROTECTION VARIANCE: NO VARIANCE TANK ID: 4 NUMBER OF COMPARTMENTS: 1 INSTALLATION DATE:01/01/1982 REGISTRATION DATE: 05/08/1986 TANK CAPACITY(GAL): 10000 EMPTY TANK: NOT EMPTY STATUS: REMOVED FROM GROUND STATUS BEGIN DATE: 02/01/1990 INTERNAL PROTECTION DATE: REGULATORY STATUS: FULLY REGULATED TANK DESIGN SINGLE WALL: NO TANK DESIGN DOUBLE WALL: NO PIPE DESIGN SINGLE WALL: NO PIPE DESIGN DOUBLE WALL: NO TANK DETAILS MATERIAL: FRP CORROSION PROTECTION: EXTERNAL CONTAINMENT: TANK COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: NO CORROSION PROTECTION VARIANCE: NO VARIANCE COMPARTMENT DETAILS UST COMPARTMENT ID: 123134 TANK ID:4 COMPARTMENT LETTER:A SUBSTANCES: GASOLINE OTHER SUBSTANCES: CAPACITY(GAL): 10000 COMPARTMENT RELEASE DETECTION: SPILL CONTAINMENT AND OVERFILL PREVENTION: PIPING SYSTEMS MATERIAL: FRP earthwww.aeo-search.com 888-396-0042 Order#169298 Job#421869 37 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Petroleum Storage Tanks (PST) CORROSION PROTECTION: EXTERNAL CONTAINMENT: CONNECTORS&VALVES: PIPING RELEASE DETECTION: PIPE COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: NO CORROSION PROTECTION VARIANCE: NO VARIANCE TANK ID: 5 NUMBER OF COMPARTMENTS: 1 INSTALLATION DATE:01/01/1960 REGISTRATION DATE: 05/08/1986 TANK CAPACITY(GAL): 550 EMPTY TANK: NOT EMPTY STATUS: REMOVED FROM GROUND STATUS BEGIN DATE: 02/01/1990 INTERNAL PROTECTION DATE: REGULATORY STATUS: FULLY REGULATED TANK DESIGN SINGLE WALL: NO TANK DESIGN DOUBLE WALL: NO PIPE DESIGN SINGLE WALL: NO PIPE DESIGN DOUBLE WALL: NO TANK DETAILS MATERIAL: STEEL CORROSION PROTECTION: EXTERNAL CONTAINMENT: TANK COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: NO CORROSION PROTECTION VARIANCE: NO VARIANCE COMPARTMENT DETAILS UST COMPARTMENT ID: 123133 TANK ID: 5 COMPARTMENT LETTER:A SUBSTANCES: USED OIL OTHER SUBSTANCES: CAPACITY(GAL): 550 COMPARTMENT RELEASE DETECTION: SPILL CONTAINMENT AND OVERFILL PREVENTION: PIPING SYSTEMS MATERIAL: STEEL CORROSION PROTECTION: EXTERNAL CONTAINMENT: CONNECTORS&VALVES: PIPING RELEASE DETECTION: PIPE COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: NO CORROSION PROTECTION VARIANCE: NO VARIANCE earthwww.aeo-search.com 888-396-0042 Order#169298 Job#421869 38 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Petroleum Storage Tanks (PST) ABOVEGROUND STORAGE TANK INFORMATION NO ABOVEGROUND STORAGE TANK DATA REPORTED FOR THIS FACILITY Back to Report LMmary uw rc www.aeo-search.com 888-396-0042 Order#169298 Job#421869 39 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Emergency Response Notification System (ERNST.X� AP ID 2 Distance from Property: 0.006 mi.(32 ft.) ESE Elevation: 11 ft. GS I D#: 105678 NRC REPORT#: 105678 INCIDENT LOCATION: INCIDENT ADDRESS: DON PATRICIO RD AND WALDRON RD CORPUS CHRISTI,TX 78415 INCIDENT COUNTY: NUECES INCIDENT INFORMATION NRC REPORT#: 105678 DESCRIPTION OF INCIDENT: GAS DISTRIBUTION LINE/LINE HAS RUPTURED DURING MAINTENANCE OF DRAINAGEDITCH. TYPE OF INCIDENT: PIPELINE CAUSE: OPERATOR ERROR DATE/TIME: 2/4/1992 2:45:00 PM DISCOVERED/OCCURED/PLANNED: OCCURRED POTENTIAL FLAG: REPORT RECEIPT AND SUSPECTED RESPONSIBLE PARTY INFORMATION NRC REPORT#: 105678 DATE/TIME RECEIVED: 2/4/1992 DATE/TIME COMPLETE: 2/4/1992 CALL TYPE: INCIDENT SOURCE: UNAVAILABLE RESPONSIBLE COMPANY: WATER DEPT OF CORPUS CRST ADDRESS: CORPUS CHRISTI TX RESPONSIBLE COMPANY ORGANIZATION TYPE: LOCAL GOVERNMENT INCIDENT DETAILS NRC REPORT#: 105678 FIRE INVOLVED: NO EVACUATION RADIUS: ANY INJURIES: YES ANY EVACUATIONS: NO ANY FATALITIES: UNKNOWN ANY DAMAGES: NO DAMAGE AMOUNT: MEDIUM DESCRIPTION: AIR ADDITIONAL MEDIUM INFO: ATMOSPHERE BODY OF WATER: TRIBUTARY OF: RELEASE SECURED: UNKNOWN ESTIMATED DURATION OF RELEASE: RELEASE RATE: REMEDIAL ACTION: GAS HAS BEEN TURNED OFF. STATE AGENCY ON SCENE: STATE AGENCY REPORT#: ju earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 40 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Emergency Response Notification System (ERNST.X� OTHER AGENCY NOTIFIED: WATER SUPPLY CONTAMINATED: UNKNOWN COMMUNITY IMPACT: NO ADDITIONAL INFO: WORKER HAS BEEN ADMITTED TO HOSPITAL FOR OBSERVATION. 2 CUSTOMERS HAVEBEEN PUT OUT OF SERVICE UNTIL 5 FEB 92. STATE AGENCY NOTIFIED: FEDERAL AGENCY NOTIFIED: OFFSHORE: NO INFORMATION SPECIFIC TO EACH TYPE OF INCIDENT -NO INFORMATION REPORTED- MATERIALS INVOLVED NRC REPORT#: 105678 CHRIS CODE: ONG CAS#: MATERIAL RELEASED/AMOUNT: NATURAL GAS/UNKNOWN AMOUNT IF REACHED WATER: YES AMOUNT IN WATER: NONE OTHER MATERIALS INVOLVED -NO OTHER MATERIALS INVOLVED- TRAINS DETAILS -NO TRAIN DETAILS REPORTED- TRAIN DERAILED UNITS -NO TRAIN DERAILED UNITS REPORTED- VESSEL DETAILS -NO VESSEL DETAILS REPORTED- MOBILE DETAILS -NO MOBILE DETAILS REPORTED- Back to Report Lmmary earthwww.aeo-search.com 888-396-0042 Order#169298 Job#421869 41 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Tier I I Chemical Reporting Program Facilities (TIERII) AP ID#2 Distance from Property: 0.018 mi.(95 ft.) ESE Elevation: 11 ft. SITE INFORMATION UNIQUE ID: 000000000567 SITE ID: FATR2011000000000567 NAME: TCC-LAGUNA SUBSTATION ADDRESS: DON PATRICO RD.E.OF WALDRON RD. CORPUS CHRISTI,TX 78418 SIGNED DATE: 2/16/2012 VALIDATION REPORT: NOT REPORTED MAILING ADDRESS: NOT REPORTED SITE DETAILS SITE TYPE: ELECTRICAL SERVICES SITE TYPE: ELECTRIC POWER TRANSMISSION,CONTROL AND DIST SITE TYPE: ELECTRICAL SERVICES SITE TYPE: ELECTRIC POWER GENERATION,TRANSMISSION,DISTRIBUTION SITE TYPE: ELECTRICAL SERVICES SITE TYPE: ELECTRIC POWER GENERATION,TRANSMISSION,DISTRIBUTION SITE TYPE: ELECTRICAL SERVICES CHEMICAL LOCATION: BATTERIES IN THE CONTROL BUILDING CHEMICAL AMOUNT: NOT REPORTED CHEMICAL LOCATION: BATTERIES IN THE CONTROL BUILDING CHEMICAL AMOUNT: NOT REPORTED CHEMICAL LOCATION: BATTERIES IN THE CONTROL BUILDING CHEMICAL AMOUNT: NOT REPORTED CHEMICAL LOCATION: BATTERIES IN THE CONTROL BUILDING CHEMICAL AMOUNT: NOT REPORTED CHEMICAL NAME: SULFURIC ACID MAXIMUM AMOUNT: NOT REPORTED FIRE: NOT REPORTED GAS: NOT REPORTED LIQUID: YES SOLID: NOT REPORTED PURE: NOT REPORTED MIXTURE: YES CHEMICAL NAME: SULFURIC ACID MAXIMUM AMOUNT: NOT REPORTED FIRE: NOT REPORTED GAS: NOT REPORTED LIQUID: YES SOLID: NOT REPORTED PURE: NOT REPORTED MIXTURE: YES CHEMICAL NAME: SULFURIC ACID MAXIMUM AMOUNT: NOT REPORTED FIRE: NOT REPORTED GAS: NOT REPORTED LIQUID: YES SOLID: NOT REPORTED PURE: NOT REPORTED MIXTURE: YES CHEMICAL NAME: SULFURIC ACID MAXIMUM AMOUNT: NOT REPORTED FIRE: YES GAS: NOT REPORTED LIQUID: YES SOLID: NOT REPORTED earthwww.aeo-search.com 888-396-0042 Order#169298 Job#421869 42 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 ITier I I Chemical Reporting Program Facilities (TIER11) PURE: NOT REPORTED MIXTURE: YES Back.to.Report 3LMmary uw rcwww.aeo-search.com 888-396-0042 www.aeo-search.com 169298 Job#421869 43 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Facility Registry System (FRSTX) AP ID#3 Distance from Property: 0.007 mi.(37 ft.) ESE Elevation: 14 ft. FACILITY INFORMATION REGISTRY ID: 110033902800 NAME: HEB GROCERY HEB CORPUS CHRISTI 18 LOCATION ADDRESS: 510 KNICKERBOCKER ST CORPUS CHRISTI,TX 78418 COUNTY: NUECES EPA REGION: 06 FEDERAL FACILITY: TRIBAL LAND: ALTERNATIVE NAME/S: NO ALTERNATIVE NAME(S)LISTED FOR THIS FACILITY PROGRAM/S LISTED FOR THIS FACILITY *DEFINITION NOT PROVIDED BY REPORTING AGENCY STANDARD INDUSTRIAL CLASSIFICATION/S(SIC) 1542-GENERAL CONTRACTORS-NONRESIDENTIAL BUILDINGS,OTHER THAN INDUSTRIAL BUILDINGS AND WAREHOUSES NORTH AMERICAN INDUSTRY CLASSIFICATION/S(NAICS) NO NAICS DATA REPORTED Back to Report Lmmary ju earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 44 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Facility Registry System (FRSTX) AP ID#3 Distance from Property: 0.007 mi.(37 ft.) ESE Elevation: 14 ft. FACILITY INFORMATION REGISTRY ID: 110034035158 NAME: HEB 204 LOCATION ADDRESS: 1301 WALDRON RD CORPUS CHRISTI,TX 78418-4430 COUNTY: NUECES EPA REGION: 06 FEDERAL FACILITY: TRIBAL LAND: ALTERNATIVE NAME/S: NO ALTERNATIVE NAME(S)LISTED FOR THIS FACILITY PROGRAM/S LISTED FOR THIS FACILITY *DEFINITION NOT PROVIDED BY REPORTING AGENCY STANDARD INDUSTRIAL CLASSIFICATION/S(SIC) NO SIC DATA REPORTED NORTH AMERICAN INDUSTRY CLASSIFICATION/S(NAICS) NO NAICS DATA REPORTED Back to Report Lmmary ju earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 45 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Petroleum Storage Tanks (PST) AP ID#3 Distance from Property: 0.007 mi.(37 ft.) ESE Elevation: 14 ft. FACILITY INFORMATION CONTACT INFORMATION I D#: 76107 NAME: NAME: HEB 057 TITLE: ADDRESS: 1301 WALDRON RD ORGANIZATION: CORPUS CHRISTI,TX 78418 MAIL ADDRESS: COUNTY: NUECES REGION: 14 PHONE: TYPE: RETAIL BEGIN DATE: 08/31/1987 STATUS: ACTIVE EXEMPT STATUS: NO RECORDS OFF-SITE: YES NUMBER OF ACTIVE UNDERGROUND TANKS: 1 NUMBER OF ACTIVE ABOVEGROUND TANKS: 0 APPLICATION INFORMATION: RECEIVED DATE ON EARLIEST REGISTRATION FORM: 10/16/2003 SIGNATURE DATE ON EARLIEST REGISTRATION FORM: 10/16/2003 SIGNATURE NAME&TITLE: TERRY PARR,OPS MGR ENFORCEMENT ACTION DATE: OWNER OWNER NUMBER: CN601297963 NAME: H-E-B LP CONTACT ADDRESS: PO BOX 839968 SAN ANTONIO TX 78283 TYPE: PARTNERSHIP BEGIN DATE: 10/16/2003 CONTACT ROLE: OWNOPRCON CONTACT NAME: TERRY PARR CONTACT TITLE: ORGANIZATION: H-E-B LP PHONE: (210)9384040 0 FAX: EMAIL: PARR.TERRY@HEB.COM OPERATOR OPERATOR NUMBER: CN601297963 NAME: H-E-B LP CONTACT ADDRESS: PO BOX 839968 SAN ANTONIO TX 78283 TYPE: PARTNERSHIP BEGIN DATE: 10/16/2003 CONTACT ROLE: OWNOPRCON CONTACT NAME: TERRY PARR aw earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 46 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Petroleum Storage Tanks (PST) CONTACT TITLE: ORGANIZATION: H-E-B LP PHONE: (210)9384040 0 FAX: EMAIL: PARR.TERRY@HEB.COM SELF-CERTIFICATION SELF-CERTIFICATION ID: 339858 SIGNATURE DATE: 07/21/2020 SIGNATURE NAME&TITLE: REGINA LOPEZ,OPERATIONS TRAINER FILING STATUS: RENEWAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 323595 SIGNATURE DATE: 07/26/2019 SIGNATURE NAME&TITLE: JUDE A FOURNIER,PETROLEUM OPS TRAING FILING STATUS: RENEWAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 307142 SIGNATURE DATE: 07/30/2018 SIGNATURE NAME&TITLE: JUDE A FOURNIER,PETROLEUM MANAGER FILING STATUS: RENEWAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 290029 SIGNATURE DATE: 08/07/2017 SIGNATURE NAME&TITLE: JUDE A FOURNIER,PETROLEUM MANAGER FILING STATUS: RENEWAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 273932 SIGNATURE DATE: 08/19/2016 SIGNATURE NAME&TITLE: ROSIE ESPINOZA,PETROLUEM ADVISOR FILING STATUS: RENEWAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 256246 SIGNATURE DATE: 08/06/2015 SIGNATURE NAME&TITLE: ROSIE ESPINOZA,PETROL FILING STATUS: RENEWAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 239041 SIGNATURE DATE: 07/21/2014 SIGNATURE NAME&TITLE: ROSIE ESPINOZA,PETROLEUM ADVISOR FILING STATUS: RENEWAL REGISTRATION FLAG: YES aw earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 47 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Petroleum Storage Tanks (PST) SELF-CERTIFICATION ID: 221847 SIGNATURE DATE: 07/11/2013 SIGNATURE NAME&TITLE: ROSIE ESPINOZA,ADMINISTRATIVE FILING STATUS: RENEWAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 209146 SIGNATURE DATE: 07/19/2012 SIGNATURE NAME&TITLE: ROSIE ESPINOZA,PETROLEUM ADVISOR FILING STATUS: RENEWAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 209145 SIGNATURE DATE: 07/20/2011 SIGNATURE NAME&TITLE: ROSIE GOMEZ,ADMINISTRATIVE FILING STATUS: RENEWAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 209144 SIGNATURE DATE: 07/30/2010 SIGNATURE NAME&TITLE: ROSIE GOMEZ,PETROLEUM ADVISOR FILING STATUS: RENEWAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 209143 SIGNATURE DATE: 07/21/2009 SIGNATURE NAME&TITLE: ROSIE GOMEZ,PETROLEUM ADVISOR FILING STATUS: RENEWAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 209142 SIGNATURE DATE: 08/27/2008 SIGNATURE NAME&TITLE: ROSIE GOMEZ,ADMIN FILING STATUS: RENEWAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 209141 SIGNATURE DATE: 07/18/2007 SIGNATURE NAME&TITLE: ROSIE GOMEZ,TECHNICAL SUPPORT FILING STATUS: RENEWAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 209140 SIGNATURE DATE: 07/06/2006 SIGNATURE NAME&TITLE: TERRY PARR,OPERATIONS MGR FILING STATUS: RENEWAL aw earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 48 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Petroleum Storage Tanks (PST) REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 209139 SIGNATURE DATE: 07/20/2005 SIGNATURE NAME&TITLE: ROSIE GOMEZ,ADMINISTRATIVE FILING STATUS: RENEWAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 209138 SIGNATURE DATE: 07/21/2004 SIGNATURE NAME&TITLE: TERRY PARR, FILING STATUS: RENEWAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 209137 SIGNATURE DATE: 10/16/2003 SIGNATURE NAME&TITLE: TERRY PARR,OPS MGR FILING STATUS: INITIAL REGISTRATION FLAG: YES CONSTRUCTION NOTIFICATION NOTIFICATION CONSTRUCTION ID: 20549 APPLICATION RECEIVED DATE: 05/18/2007 SCHEDULE CONSTRUCTION DATE: 06/17/2007 GENERAL DESCRIPTION OF PROPOSED CONSTRUCTION: NOTIFICATION CONSTRUCTION ID: 20548 APPLICATION RECEIVED DATE: 08/12/2003 SCHEDULE CONSTRUCTION DATE: 09/11/2003 GENERAL DESCRIPTION OF PROPOSED CONSTRUCTION: UNDERGROUND STORAGE TANK TANK ID: 1 NUMBER OF COMPARTMENTS: 2 INSTALLATION DATE: 10/08/2003 REGISTRATION DATE: 10/16/2003 TANK CAPACITY(GAL): 23000 EMPTY TANK: NOT EMPTY STATUS: IN USE STATUS BEGIN DATE: 10/08/2003 INTERNAL PROTECTION DATE: REGULATORY STATUS: FULLY REGULATED TANK DESIGN SINGLE WALL: NO TANK DESIGN DOUBLE WALL: YES PIPE DESIGN SINGLE WALL: NO PIPE DESIGN DOUBLE WALL: YES TANK DETAILS MATERIAL: FRP CORROSION PROTECTION: FRP TANK OR PIPING(NONCORRODIBLE) EXTERNAL CONTAINMENT: TANK SYNTHETIC TANK-PIT/PIPING-TRENCH LINER TANK COMPLIANCE FLAG earthwww.aeo-search.com 888-396-0042 Order#169298 Job#421869 49 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Petroleum Storage Tanks (PST) CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE COMPARTMENT DETAILS UST COMPARTMENT ID: 183206 TANK ID: 1 COMPARTMENT LETTER:A SUBSTANCES: GASOLINE OTHER SUBSTANCES: CAPACITY(GAL): 15000 COMPARTMENT RELEASE DETECTION: AUTOMATIC TANK GAUGE TEST&INVENTORY CONTROL,INTERSTITIAL MONITORING WITHIN SECONDARY WALL/JACKET SPILL CONTAINMENT AND OVERFILL PREVENTION: TIGHT-FILL FITTING CONTAIN ER/BUCKET/SUMP,FACTORY-BUILT SPILL CONTAIN ER/BUCKET/SU MP,FLOW RESTRICTOR VALUE PIPING SYSTEMS MATERIAL: FRP CORROSION PROTECTION: FRP TANK OR PIPING(NONCORRODIBLE) EXTERNAL CONTAINMENT: PIPE SYNTHETIC TANK-PIT/PIPING-TRENCH LINER CONNECTORS&VALVES: PIPING RELEASE DETECTION: MONTHLY PIPING TIGHTNESS TEST(@ 0.2 GPH),ANNUAL PIPING TIGHTNESS TEST/ANNUAL ELECTRONIC MONITORING(@ 0.1 GPH),AUTO.LINE LEAK DETECTOR(3.0 GPH FOR PRESSURE PIPING) PIPE COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE TANK ID: 1 NUMBER OF COMPARTMENTS: 2 INSTALLATION DATE: 10/08/2003 REGISTRATION DATE: 10/16/2003 TANK CAPACITY(GAL): 23000 EMPTY TANK: NOT EMPTY STATUS: IN USE STATUS BEGIN DATE: 10/08/2003 INTERNAL PROTECTION DATE: REGULATORY STATUS: FULLY REGULATED TANK DESIGN SINGLE WALL: NO TANK DESIGN DOUBLE WALL: YES PIPE DESIGN SINGLE WALL: NO PIPE DESIGN DOUBLE WALL: YES TANK DETAILS MATERIAL: FRP CORROSION PROTECTION: FRP TANK OR PIPING(NONCORRODIBLE) EXTERNAL CONTAINMENT: TANK SYNTHETIC TANK-PIT/PIPING-TRENCH LINER TANK COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE COMPARTMENT DETAILS UST COMPARTMENT ID: 183207 TANK ID: 1 COMPARTMENT LETTER: B aw earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 50 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Petroleum Storage Tanks (PST) SUBSTANCES: GASOLINE OTHER SUBSTANCES: CAPACITY(GAL):8000 COMPARTMENT RELEASE DETECTION: AUTOMATIC TANK GAUGE TEST&INVENTORY CONTROL,INTERSTITIAL MONITORING WITHIN SECONDARY WALL/JACKET SPILL CONTAINMENT AND OVERFILL PREVENTION: TIGHT-FILL FITTING CONTAIN ER/BUCKET/SUMP,FACTORY-BUILT SPILL CONTAIN ER/BUCKET/SU MP,FLOW RESTRICTOR VALUE PIPING SYSTEMS MATERIAL: FRP CORROSION PROTECTION: FRP TANK OR PIPING(NONCORRODIBLE) EXTERNAL CONTAINMENT: PIPE SYNTHETIC TANK-PIT/PIPING-TRENCH LINER CONNECTORS&VALVES: PIPING RELEASE DETECTION: MONTHLY PIPING TIGHTNESS TEST(@ 0.2 GPH),ANNUAL PIPING TIGHTNESS TEST/ANNUAL ELECTRONIC MONITORING(@ 0.1 GPH),AUTO.LINE LEAK DETECTOR(3.0 GPH FOR PRESSURE PIPING) PIPE COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE ABOVEGROUND STORAGE TANK INFORMATION NO ABOVEGROUND STORAGE TANK DATA REPORTED FOR THIS FACILITY Back to Report Lmmary earthwww.aeo-search.com 888-396-0042 Order#169298 Job#421869 51 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Tier I I Chemical Reporting Program Facilities (TIERII) AP ID#3 Distance from Property: 0.007 mi.(37 ft.) ESE Elevation: 14 ft. SITE INFORMATION UNIQUE ID: 7PYF7Z01GZF0 SITE ID: FATR20127PYF7Z01GZF0 NAME: HEB GROCERY COMPANY,LP-CORPUS CHRISTI 18 ADDRESS: 1145 WALDRON ROAD CORPUS CHRISTI,TX 78418 SIGNED DATE: 2/25/2013 VALIDATION REPORT: NOT REPORTED MAILING ADDRESS: 5105 RITTIMAN ROAD SAN ANTONIO,TX 78218 SITE DETAILS SITE TYPE: SUPERMARKETS AND OTHER GROCERY(EXCEPT CONVEN SITE TYPE: SUPERMARKETS AND OTHER GROCERY(EXCEPT CONVENIENCE)STORES SITE TYPE: SUPERMARKETS AND OTHER GROCERY(EXCEPT CONVENIENCE)STORES CHEMICAL LOCATION: STORED IN LEAD ACID BATTERIES IN WAREROOM CHEMICAL AMOUNT: 2100 POUNDS CHEMICAL LOCATION: STORED IN LEAD ACID BATTERIES IN WAREROOM CHEMICAL AMOUNT: 2100 POUNDS CHEMICAL LOCATION: STORED IN LEAD ACID BATTERIES IN WAREROOM CHEMICAL AMOUNT: 1500 POUNDS CHEMICAL NAME: SULFURIC ACID(AQUEOUS) MAXIMUM AMOUNT: NOT REPORTED FIRE: NOT REPORTED GAS: NOT REPORTED LIQUID: YES SOLID: NOT REPORTED PURE: NOT REPORTED MIXTURE: YES CHEMICAL NAME: SULFURIC ACID(AQUEOUS) MAXIMUM AMOUNT: NOT REPORTED FIRE: NOT REPORTED GAS: NOT REPORTED LIQUID: YES SOLID: NOT REPORTED PURE: NOT REPORTED MIXTURE: YES CHEMICAL NAME: SULFURIC ACID(AQUEOUS) MAXIMUM AMOUNT: NOT REPORTED FIRE: NOT REPORTED GAS: NOT REPORTED LIQUID: YES SOLID: NOT REPORTED PURE: NOT REPORTED MIXTURE: YES Back to Report Lmmary earthwww.aeo-search.com 888-396-0042 Order#169298 Job#421869 52 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Enforcement and Compliance History Information (ECHOR06) AP ID#4 Distance from Property: 0.011 mi.(58 ft.)WNW Elevation: 14 ft. FACILITY INFORMATION UNIQUE ID: 110054922232 REGISTRY ID: 110054922232 NAME: STRIPES 2109 ADDRESS: 2202 WALDRON RD CORPUS CHRISTI,TX 78418 COUNTY: NUECES FACILITY LINK: Facilitv Detail Report Back to Report Lmmary rcwww.aeo-search.com 888-396-0042 Order#169298 Job#421869 53 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Facility Registry System (FRSTX) AP ID#4 Distance from Property: 0.011 mi.(58 ft.)WNW Elevation: 14 ft. FACILITY INFORMATION REGISTRY ID: 110034312759 NAME: STRIPES 2109 LOCATION ADDRESS: 2202 WALDRON RD CORPUS CHRISTI,TX 78418-4635 COUNTY: NUECES EPA REGION: 06 FEDERAL FACILITY: TRIBAL LAND: ALTERNATIVE NAME/S: NO ALTERNATIVE NAME(S)LISTED FOR THIS FACILITY PROGRAM/S LISTED FOR THIS FACILITY *DEFINITION NOT PROVIDED BY REPORTING AGENCY STANDARD INDUSTRIAL CLASSIFICATION/S(SIC) NO SIC DATA REPORTED NORTH AMERICAN INDUSTRY CLASSIFICATION/S(NAICS) NO NAICS DATA REPORTED Back to Report Lmmary ju earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 54 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Facility Registry System (FRSTX) AP ID#4 Distance from Property: 0.011 mi.(58 ft.)WNW Elevation: 14 ft. FACILITY INFORMATION REGISTRY ID: 110054922232 NAME: STRIPES 2109 LOCATION ADDRESS: 2202 WALDRON RD CORPUS CHRISTI,TX 78418-4635 COUNTY: NUECES EPA REGION: 06 FEDERAL FACILITY: TRIBAL LAND: ALTERNATIVE NAME/S: NO ALTERNATIVE NAME(S)LISTED FOR THIS FACILITY PROGRAM/S LISTED FOR THIS FACILITY *DEFINITION NOT PROVIDED BY REPORTING AGENCY STANDARD INDUSTRIAL CLASSIFICATION/S(SIC) 5541 -GASOLINE SERVICE STATIONS NORTH AMERICAN INDUSTRY CLASSIFICATION/S(NAICS) NO NAICS DATA REPORTED Back to Report Lmmary ju earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 55 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Integrated Compliance Information System National Pollutant Discharge Elimination System ICISNPDES AP ID# Distance from Property: 0.011 mi.(58 ft.)WNW 4 Elevation: 14 ft. FACILITY INFORMATION GEOSEARCH ID: TXG830433INPDES NPDES ID: TXG830433 FACILITY#: 110054922232 NAME: STRIPES 2109 PHYSICAL ADDRESS: 2202 WALDRON RD CORPUS CHRISTI TX 78418-4635 COUNTY: NUECES FACILITY TYPE: NOT REPORTED IMPAIRED WATERS: NOT REPORTED STANDARD INDUSTRIAL CLASSIFICATION 5541-GASOLINE SERVICE STATIONS PERMITS FACILITY TYPE INDICATOR: NON-POTABLE WATER PERMIT TYPE: GENERAL PERMIT COVERED FACILITY MAJOR MINOR FACILITY: MINOR DISCHARGER PERMIT STATUS: TERMINATED WATER BODY: STORM DRAIN PERMIT NAME: GAINCO INC AGENCY TYPE: STATE ORIGINAL ISSUE DATE: 10/26/2012 ISSUE DATE: 10/26/2012 ISSUING AGENCY: NOT REPORTED EFFECTIVE DATE: 11/1/2012 EXPIRATION DATE: 9/12/2013 RETIREMENT DATE: NOT REPORTED TERMINATION DATE: 5/3/2013 PERMIT COMPLIANCE STATUS: YES PERMIT SUBJECT TO DMR RUN: NOT REPORTED REPORTABLE NONCOMPLIANCE TRACKING IS ON: YES INSPECTIONS -NO INSPECTIONS REPORTED- HISTORIC COMPLIANCE HISTORIC NON-COMPLIANCE QUARTER(YYYYQ): 20134 HISTORIC NON-COMPLIANCE: UNDETERMINED QNCR STATUS-INSUFFICIENT DATA,OR PERMITEE IS A MINOR DISCHARGER NOT SUBJECT TO MANDATORY REPORTING NUMBER OF E90 VIOLATIONS: 0 NUMBER OF COMPLIANCE SCHEDULE VIOLATIONS: 0 NUMBER OF SINGLE EVENT VIOLATIONS: 0 NUMBER OF PERMIT SCHEDULE VIOLATIONS: 0 HISTORIC NON-COMPLIANCE QUARTER(YYYYQ): 20133 HISTORIC NON-COMPLIANCE: V earthwww.aeo-search.com 888-396-0042 Order#169298 Job#421869 56 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Integrated Compliance Information System National Pollutant Discharge Elimination System ICISNPDES NUMBER OF E90 VIOLATIONS: 0 NUMBER OF COMPLIANCE SCHEDULE VIOLATIONS: 0 NUMBER OF SINGLE EVENT VIOLATIONS: 0 NUMBER OF PERMIT SCHEDULE VIOLATIONS: 0 SINGLE EVENT VIOLATIONS -NO SINGLE EVENT VIOLATIONS REPORTED- FORMAL ENFORCEMENT ACTIONS -NO FORMAL ENFORCEMENT ACTIONS REPORTED- EFFLUENT VIOLATIONS VIOLATION: D90-DMR, LIMITED-OVERDUE PARAMETER: 82180-HYDROCARBONS,PETROLEUM MONITORING END DATE: 04/30/2013 EXCEEDENCE LIMIT PERCENTAGE: NOT REPORTED VALUE QUALIFIER CODE: NOT REPORTED UNIT CODE: NOT REPORTED VALUE RECEIVED DATE: NOT REPORTED DAYS LATE: NOT REPORTED STANDARD UNITS: NOT REPORTED LIMIT VALUE TYPE: CONCENTRATION 3 RNC DETECTION: NON-RECEIPT VIOLATION,NON-MONTHLY AVERAGE RNC DETECTION DATE: 08/20/2013 RNC RESOLUTION: RE-TWO YEARS PAST DETECTION(SYSTEM ADMINISTRATIVELY RESOLVED) RNC RESOLUTION DATE: 08/20/2015 EFFLUENT VIOLATIONS contd.. -NOT REPORTED- EFFLUENT VIOLATIONS contd.. -NOT REPORTED- Back to Report Lmmary earthwww.aeo-search.com 888-396-0042 Order#169298 Job#421869 57 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Leaking Petroleum Storage Tanks (LPST) AP ID#4 Distance from Property: 0.011 mi.(58 ft.)WNW Elevation: 14 ft. FACILITY INFORMATION GEOSEARCH ID: 092558 LPST ID:092558 FACILITY ID: 35184 NAME: 7 ELEVEN FOOD STORES ADDRESS: 2202 WALDRON RD CORPUS CHRISTI,TX 78418 LEAKING TANK DETAILS LPST ID:092558 NAME: 7 ELEVEN FOOD STORES FACILITY LOCATION: PRIORITY CODE: 2A-GROUNDWATER OTHER THAN 1B SITE CHARACTERIZATION INCOMPLETE CORRECTIVE ACTION STATUS CODE: 6A-FINAL CONCURRENCE ISSUED CORRECTIVE ACTION START DATE: DISCOVERED DATE: 01/24/1989 REPORTED DATE: 01/27/1989 ENTERED DATE: 01/27/1989 CLOSURE DATE: 03/12/1990 PRP INFORMATION NAME: ADDRESS: DALLAS TX 75221 CONTACT: PHONE: UNDERGROUND STORAGE TANK TANK ID: 1 NUMBER OF COMPARTMENTS: 1 INSTALLATION DATE:01/01/1976 REGISTRATION DATE: 05/08/1986 TANK CAPACITY(GAL): 10150 EMPTY TANK: NOT EMPTY STATUS: REMOVED FROM GROUND STATUS BEGIN DATE: 10/25/2012 INTERNAL PROTECTION DATE: REGULATORY STATUS: FULLY REGULATED TANK DESIGN SINGLE WALL: YES TANK DESIGN DOUBLE WALL: NO PIPE DESIGN SINGLE WALL: YES PIPE DESIGN DOUBLE WALL: NO TANK DETAILS MATERIAL: STEEL CORROSION PROTECTION: CATHODIC PROTECTION-FIELD INSTALLATION EXTERNAL CONTAINMENT: TANK COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES aw earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 58 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Leaking Petroleum Storage Tanks (LPST) CORROSION PROTECTION VARIANCE: NO VARIANCE COMPARTMENT DETAILS UST COMPARTMENT ID: 110963 TANK ID: 1 COMPARTMENT LETTER:A SUBSTANCES: EMPTY OTHER SUBSTANCES: CAPACITY(GAL): 10150 COMPARTMENT RELEASE DETECTION: AUTOMATIC TANK GAUGE TEST&INVENTORY CONTROL,SIR(STAT.INVENTORY RECONCILIATION)&INVENTORY CONTROL SPILL CONTAINMENT AND OVERFILL PREVENTION: TIGHT-FILL FITTING CONTAIN ER/BUCKET/SUMP,FACTORY-BUILT SPILL CONTAIN ER/BUCKET/SU MP,DELIVERY SHUT-OFF VALVE,FLOW RESTRICTOR VALUE PIPING SYSTEMS MATERIAL: FRP CORROSION PROTECTION: FRP TANK OR PIPING(NONCORRODIBLE) EXTERNAL CONTAINMENT: CONNECTORS&VALVES: CORROSION PROTECTION: FRP TANK OR PIPING(NONCORRODIBLE) PIPE COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE TANK ID: 2 NUMBER OF COMPARTMENTS: 1 INSTALLATION DATE:01/01/1976 REGISTRATION DATE: 05/08/1986 TANK CAPACITY(GAL): 10150 EMPTY TANK: NOT EMPTY STATUS: PERM FILLED IN PLACE STATUS BEGIN DATE: 10/25/2012 INTERNAL PROTECTION DATE: REGULATORY STATUS: FULLY REGULATED TANK DESIGN SINGLE WALL: YES TANK DESIGN DOUBLE WALL: NO PIPE DESIGN SINGLE WALL: YES PIPE DESIGN DOUBLE WALL: NO TANK DETAILS MATERIAL: STEEL CORROSION PROTECTION: CATHODIC PROTECTION-FIELD INSTALLATION EXTERNAL CONTAINMENT: TANK COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE COMPARTMENT DETAILS UST COMPARTMENT ID: 110962 TANK ID:2 COMPARTMENT LETTER:A SUBSTANCES: EMPTY OTHER SUBSTANCES: CAPACITY(GAL): 10150 aw earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 59 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Leaking Petroleum Storage Tanks (LPST) COMPARTMENT RELEASE DETECTION: AUTOMATIC TANK GAUGE TEST&INVENTORY CONTROL,SIR(STAT.INVENTORY RECONCILIATION)&INVENTORY CONTROL SPILL CONTAINMENT AND OVERFILL PREVENTION: TIGHT-FILL FITTING CONTAIN ER/BUCKET/SUMP,FACTORY-BUILT SPILL CONTAIN ER/BUCKET/SU MP,DELIVERY SHUT-OFF VALVE,FLOW RESTRICTOR VALUE PIPING SYSTEMS MATERIAL: FRP CORROSION PROTECTION: FRP TANK OR PIPING(NONCORRODIBLE) EXTERNAL CONTAINMENT: CONNECTORS&VALVES: CORROSION PROTECTION: FRP TANK OR PIPING(NONCORRODIBLE) PIPE COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE TANK ID: 3 NUMBER OF COMPARTMENTS: 1 INSTALLATION DATE:01/01/1976 REGISTRATION DATE: 05/08/1986 TANK CAPACITY(GAL): 10150 EMPTY TANK: NOT EMPTY STATUS: REMOVED FROM GROUND STATUS BEGIN DATE: 10/25/2012 INTERNAL PROTECTION DATE: REGULATORY STATUS: FULLY REGULATED TANK DESIGN SINGLE WALL: YES TANK DESIGN DOUBLE WALL: NO PIPE DESIGN SINGLE WALL: YES PIPE DESIGN DOUBLE WALL: NO TANK DETAILS MATERIAL: STEEL CORROSION PROTECTION: CATHODIC PROTECTION-FIELD INSTALLATION EXTERNAL CONTAINMENT: TANK COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE COMPARTMENT DETAILS UST COMPARTMENT ID: 110964 TANK ID:3 COMPARTMENT LETTER:A SUBSTANCES: EMPTY OTHER SUBSTANCES: CAPACITY(GAL): 10150 COMPARTMENT RELEASE DETECTION: AUTOMATIC TANK GAUGE TEST&INVENTORY CONTROL,SIR(STAT.INVENTORY RECONCILIATION)&INVENTORY CONTROL SPILL CONTAINMENT AND OVERFILL PREVENTION: TIGHT-FILL FITTING CONTAIN ER/BUCKET/SUMP,FACTORY-BUILT SPILL CONTAIN ER/BUCKET/SU MP,DELIVERY SHUT-OFF VALVE,FLOW RESTRICTOR VALUE PIPING SYSTEMS MATERIAL: FRP CORROSION PROTECTION: FRP TANK OR PIPING(NONCORRODIBLE) EXTERNAL CONTAINMENT: aw earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 60 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Leaking Petroleum Storage Tanks (LPST) CONNECTORS&VALVES: CORROSION PROTECTION: FRP TANK OR PIPING(NONCORRODIBLE) PIPE COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE TANK ID: 4 NUMBER OF COMPARTMENTS: 2 INSTALLATION DATE: 10/31/2012 REGISTRATION DATE: 01/04/2013 TANK CAPACITY(GAL): 20169 EMPTY TANK: NOT EMPTY STATUS: IN USE STATUS BEGIN DATE: 10/31/2012 INTERNAL PROTECTION DATE: REGULATORY STATUS: FULLY REGULATED TANK DESIGN SINGLE WALL: NO TANK DESIGN DOUBLE WALL: YES PIPE DESIGN SINGLE WALL: NO PIPE DESIGN DOUBLE WALL: YES TANK DETAILS MATERIAL: CORROSION PROTECTION: EXTERNAL NONMETTALIC JACKET EXTERNAL CONTAINMENT: TANK COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE COMPARTMENT DETAILS UST COMPARTMENT ID: 110965 TANK ID:4 COMPARTMENT LETTER:A SUBSTANCES: GASOLINE OTHER SUBSTANCES: CAPACITY(GAL): 14123 COMPARTMENT RELEASE DETECTION: INTERSTITIAL MONITORING WITHIN SECONDARY WALL/JACKET SPILL CONTAINMENT AND OVERFILL PREVENTION: TIGHT-FILL FITTING CONTAIN ER/BUCKET/SUMP,FACTORY-BUILT SPILL CONTAIN ER/BUCKET/SU MP,DELIVERY SHUT-OFF VALVE PIPING SYSTEMS MATERIAL: FRP CORROSION PROTECTION: FRP TANK OR PIPING(NONCORRODIBLE) EXTERNAL CONTAINMENT: CONNECTORS&VALVES: CORROSION PROTECTION: FRP TANK OR PIPING(NONCORRODIBLE) PIPE COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE TANK ID: 4 NUMBER OF COMPARTMENTS: 2 INSTALLATION DATE: 10/31/2012 REGISTRATION DATE: 01/04/2013 TANK CAPACITY(GAL): 20169 EMPTY TANK: NOT EMPTY earthwww.aeo-search.com 888-396-0042 Order#169298 Job#421869 61 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Leaking Petroleum Storage Tanks (LPST) STATUS: IN USE STATUS BEGIN DATE: 10/31/2012 INTERNAL PROTECTION DATE: REGULATORY STATUS: FULLY REGULATED TANK DESIGN SINGLE WALL: NO TANK DESIGN DOUBLE WALL: YES PIPE DESIGN SINGLE WALL: NO PIPE DESIGN DOUBLE WALL: YES TANK DETAILS MATERIAL: CORROSION PROTECTION: EXTERNAL NONMETTALIC JACKET EXTERNAL CONTAINMENT: TANK COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE COMPARTMENT DETAILS UST COMPARTMENT ID: 110966 TANK ID:4 COMPARTMENT LETTER: B SUBSTANCES: GASOLINE OTHER SUBSTANCES: CAPACITY(GAL):6046 COMPARTMENT RELEASE DETECTION: INTERSTITIAL MONITORING WITHIN SECONDARY WALL/JACKET SPILL CONTAINMENT AND OVERFILL PREVENTION: TIGHT-FILL FITTING CONTAIN ER/BUCKET/SUMP,FACTORY-BUILT SPILL CONTAIN ER/BUCKET/SU MP,DELIVERY SHUT-OFF VALVE PIPING SYSTEMS MATERIAL: FRP CORROSION PROTECTION: FRP TANK OR PIPING(NONCORRODIBLE) EXTERNAL CONTAINMENT: CONNECTORS&VALVES: CORROSION PROTECTION: FRP TANK OR PIPING(NONCORRODIBLE) PIPE COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE TANK ID: 5 NUMBER OF COMPARTMENTS: 2 INSTALLATION DATE: 10/31/2012 REGISTRATION DATE: 01/04/2013 TANK CAPACITY(GAL): 20171 EMPTY TANK: NOT EMPTY STATUS: IN USE STATUS BEGIN DATE: 10/31/2012 INTERNAL PROTECTION DATE: REGULATORY STATUS: FULLY REGULATED TANK DESIGN SINGLE WALL: NO TANK DESIGN DOUBLE WALL: YES PIPE DESIGN SINGLE WALL: NO PIPE DESIGN DOUBLE WALL: YES TANK DETAILS MATERIAL: CORROSION PROTECTION: aw earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 62 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Leaking Petroleum Storage Tanks (LPST) EXTERNAL NONMETTALIC JACKET EXTERNAL CONTAINMENT: TANK COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE COMPARTMENT DETAILS UST COMPARTMENT ID: 110967 TANK ID: 5 COMPARTMENT LETTER:A SUBSTANCES: GASOLINE OTHER SUBSTANCES: CAPACITY(GAL):8072 COMPARTMENT RELEASE DETECTION: INTERSTITIAL MONITORING WITHIN SECONDARY WALL/JACKET SPILL CONTAINMENT AND OVERFILL PREVENTION: TIGHT-FILL FITTING CONTAIN ER/BUCKET/SUMP,FACTORY-BUILT SPILL CONTAIN ER/BUCKET/SU MP,DELIVERY SHUT-OFF VALVE PIPING SYSTEMS MATERIAL: FRP CORROSION PROTECTION: FRP TANK OR PIPING(NONCORRODIBLE) EXTERNAL CONTAINMENT: CONNECTORS&VALVES: CORROSION PROTECTION: FRP TANK OR PIPING(NONCORRODIBLE) PIPE COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE TANK ID: 5 NUMBER OF COMPARTMENTS: 2 INSTALLATION DATE: 10/31/2012 REGISTRATION DATE: 01/04/2013 TANK CAPACITY(GAL): 20171 EMPTY TANK: NOT EMPTY STATUS: IN USE STATUS BEGIN DATE: 10/31/2012 INTERNAL PROTECTION DATE: REGULATORY STATUS: FULLY REGULATED TANK DESIGN SINGLE WALL: NO TANK DESIGN DOUBLE WALL: YES PIPE DESIGN SINGLE WALL: NO PIPE DESIGN DOUBLE WALL: YES TANK DETAILS MATERIAL: CORROSION PROTECTION: EXTERNAL NONMETTALIC JACKET EXTERNAL CONTAINMENT: TANK COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE COMPARTMENT DETAILS UST COMPARTMENT ID: 110968 TANK ID: 5 aw earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 63 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Leaking Petroleum Storage Tanks (LPST) COMPARTMENT LETTER: B SUBSTANCES: DIESEL OTHER SUBSTANCES: CAPACITY(GAL): 12099 COMPARTMENT RELEASE DETECTION: INTERSTITIAL MONITORING WITHIN SECONDARY WALL/JACKET SPILL CONTAINMENT AND OVERFILL PREVENTION: TIGHT-FILL FITTING CONTAIN ER/BUCKET/SUMP,FACTORY-BUILT SPILL CONTAIN ER/BUCKET/SU MP,DELIVERY SHUT-OFF VALVE PIPING SYSTEMS MATERIAL: FRP CORROSION PROTECTION: FRP TANK OR PIPING(NONCORRODIBLE) EXTERNAL CONTAINMENT: CONNECTORS&VALVES: CORROSION PROTECTION: FRP TANK OR PIPING(NONCORRODIBLE) PIPE COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE ABOVEGROUND STORAGE TANK INFORMATION NO ABOVEGROUND STORAGE TANK DATA REPORTED FOR THIS FACILITY Back to Report Lmmary earthwww.aeo-search.com 888-396-0042 Order#169298 Job#421869 64 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Leaking Petroleum Storage Tanks (LPST) AP ID#4 Distance from Property: 0.011 mi.(58 ft.)WNW Elevation: 14 ft. FACILITY INFORMATION GEOSEARCH ID: 110469 LPST ID: 110469 FACILITY ID: 35184 NAME: CIRCLE K 2109 ADDRESS: 2202 WALDRON RD CORPUS CHRISTI,TX 78418 LEAKING TANK DETAILS LPST ID: 110469 NAME: CIRCLE K 2109 FACILITY LOCATION: PRIORITY CODE: 4.1 -GW IMPACTED NO APPARENT THREATS OR IMPACTS TO RECEPTORS CORRECTIVE ACTION STATUS CODE: 6A-FINAL CONCURRENCE ISSUED CORRECTIVE ACTION START DATE: DISCOVERED DATE: 12/31/3000 REPORTED DATE: 12/31/3000 ENTERED DATE: 03/06/1996 CLOSURE DATE: 03/28/2001 PRP INFORMATION NAME: ADDRESS: CORPUS CHRISTI TX 78469 CONTACT: PHONE: UNDERGROUND STORAGE TANK TANK ID: 1 NUMBER OF COMPARTMENTS: 1 INSTALLATION DATE:01/01/1976 REGISTRATION DATE: 05/08/1986 TANK CAPACITY(GAL): 10150 EMPTY TANK: NOT EMPTY STATUS: REMOVED FROM GROUND STATUS BEGIN DATE: 10/25/2012 INTERNAL PROTECTION DATE: REGULATORY STATUS: FULLY REGULATED TANK DESIGN SINGLE WALL: YES TANK DESIGN DOUBLE WALL: NO PIPE DESIGN SINGLE WALL: YES PIPE DESIGN DOUBLE WALL: NO TANK DETAILS MATERIAL: STEEL CORROSION PROTECTION: CATHODIC PROTECTION-FIELD INSTALLATION EXTERNAL CONTAINMENT: TANK COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES aw earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 65 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Leaking Petroleum Storage Tanks (LPST) CORROSION PROTECTION VARIANCE: NO VARIANCE COMPARTMENT DETAILS UST COMPARTMENT ID: 110963 TANK ID: 1 COMPARTMENT LETTER:A SUBSTANCES: EMPTY OTHER SUBSTANCES: CAPACITY(GAL): 10150 COMPARTMENT RELEASE DETECTION: AUTOMATIC TANK GAUGE TEST&INVENTORY CONTROL,SIR(STAT.INVENTORY RECONCILIATION)&INVENTORY CONTROL SPILL CONTAINMENT AND OVERFILL PREVENTION: TIGHT-FILL FITTING CONTAIN ER/BUCKET/SUMP,FACTORY-BUILT SPILL CONTAIN ER/BUCKET/SU MP,DELIVERY SHUT-OFF VALVE,FLOW RESTRICTOR VALUE PIPING SYSTEMS MATERIAL: FRP CORROSION PROTECTION: FRP TANK OR PIPING(NONCORRODIBLE) EXTERNAL CONTAINMENT: CONNECTORS&VALVES: CORROSION PROTECTION: FRP TANK OR PIPING(NONCORRODIBLE) PIPE COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE TANK ID: 2 NUMBER OF COMPARTMENTS: 1 INSTALLATION DATE:01/01/1976 REGISTRATION DATE: 05/08/1986 TANK CAPACITY(GAL): 10150 EMPTY TANK: NOT EMPTY STATUS: PERM FILLED IN PLACE STATUS BEGIN DATE: 10/25/2012 INTERNAL PROTECTION DATE: REGULATORY STATUS: FULLY REGULATED TANK DESIGN SINGLE WALL: YES TANK DESIGN DOUBLE WALL: NO PIPE DESIGN SINGLE WALL: YES PIPE DESIGN DOUBLE WALL: NO TANK DETAILS MATERIAL: STEEL CORROSION PROTECTION: CATHODIC PROTECTION-FIELD INSTALLATION EXTERNAL CONTAINMENT: TANK COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE COMPARTMENT DETAILS UST COMPARTMENT ID: 110962 TANK ID:2 COMPARTMENT LETTER:A SUBSTANCES: EMPTY OTHER SUBSTANCES: CAPACITY(GAL): 10150 aw earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 66 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Leaking Petroleum Storage Tanks (LPST) COMPARTMENT RELEASE DETECTION: AUTOMATIC TANK GAUGE TEST&INVENTORY CONTROL,SIR(STAT.INVENTORY RECONCILIATION)&INVENTORY CONTROL SPILL CONTAINMENT AND OVERFILL PREVENTION: TIGHT-FILL FITTING CONTAIN ER/BUCKET/SUMP,FACTORY-BUILT SPILL CONTAIN ER/BUCKET/SU MP,DELIVERY SHUT-OFF VALVE,FLOW RESTRICTOR VALUE PIPING SYSTEMS MATERIAL: FRP CORROSION PROTECTION: FRP TANK OR PIPING(NONCORRODIBLE) EXTERNAL CONTAINMENT: CONNECTORS&VALVES: CORROSION PROTECTION: FRP TANK OR PIPING(NONCORRODIBLE) PIPE COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE TANK ID: 3 NUMBER OF COMPARTMENTS: 1 INSTALLATION DATE:01/01/1976 REGISTRATION DATE: 05/08/1986 TANK CAPACITY(GAL): 10150 EMPTY TANK: NOT EMPTY STATUS: REMOVED FROM GROUND STATUS BEGIN DATE: 10/25/2012 INTERNAL PROTECTION DATE: REGULATORY STATUS: FULLY REGULATED TANK DESIGN SINGLE WALL: YES TANK DESIGN DOUBLE WALL: NO PIPE DESIGN SINGLE WALL: YES PIPE DESIGN DOUBLE WALL: NO TANK DETAILS MATERIAL: STEEL CORROSION PROTECTION: CATHODIC PROTECTION-FIELD INSTALLATION EXTERNAL CONTAINMENT: TANK COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE COMPARTMENT DETAILS UST COMPARTMENT ID: 110964 TANK ID:3 COMPARTMENT LETTER:A SUBSTANCES: EMPTY OTHER SUBSTANCES: CAPACITY(GAL): 10150 COMPARTMENT RELEASE DETECTION: AUTOMATIC TANK GAUGE TEST&INVENTORY CONTROL,SIR(STAT.INVENTORY RECONCILIATION)&INVENTORY CONTROL SPILL CONTAINMENT AND OVERFILL PREVENTION: TIGHT-FILL FITTING CONTAIN ER/BUCKET/SUMP,FACTORY-BUILT SPILL CONTAIN ER/BUCKET/SU MP,DELIVERY SHUT-OFF VALVE,FLOW RESTRICTOR VALUE PIPING SYSTEMS MATERIAL: FRP CORROSION PROTECTION: FRP TANK OR PIPING(NONCORRODIBLE) EXTERNAL CONTAINMENT: aw earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 67 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Leaking Petroleum Storage Tanks (LPST) CONNECTORS&VALVES: CORROSION PROTECTION: FRP TANK OR PIPING(NONCORRODIBLE) PIPE COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE TANK ID: 4 NUMBER OF COMPARTMENTS: 2 INSTALLATION DATE: 10/31/2012 REGISTRATION DATE: 01/04/2013 TANK CAPACITY(GAL): 20169 EMPTY TANK: NOT EMPTY STATUS: IN USE STATUS BEGIN DATE: 10/31/2012 INTERNAL PROTECTION DATE: REGULATORY STATUS: FULLY REGULATED TANK DESIGN SINGLE WALL: NO TANK DESIGN DOUBLE WALL: YES PIPE DESIGN SINGLE WALL: NO PIPE DESIGN DOUBLE WALL: YES TANK DETAILS MATERIAL: CORROSION PROTECTION: EXTERNAL NONMETTALIC JACKET EXTERNAL CONTAINMENT: TANK COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE COMPARTMENT DETAILS UST COMPARTMENT ID: 110965 TANK ID:4 COMPARTMENT LETTER:A SUBSTANCES: GASOLINE OTHER SUBSTANCES: CAPACITY(GAL): 14123 COMPARTMENT RELEASE DETECTION: INTERSTITIAL MONITORING WITHIN SECONDARY WALL/JACKET SPILL CONTAINMENT AND OVERFILL PREVENTION: TIGHT-FILL FITTING CONTAIN ER/BUCKET/SUMP,FACTORY-BUILT SPILL CONTAIN ER/BUCKET/SU MP,DELIVERY SHUT-OFF VALVE PIPING SYSTEMS MATERIAL: FRP CORROSION PROTECTION: FRP TANK OR PIPING(NONCORRODIBLE) EXTERNAL CONTAINMENT: CONNECTORS&VALVES: CORROSION PROTECTION: FRP TANK OR PIPING(NONCORRODIBLE) PIPE COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE TANK ID: 4 NUMBER OF COMPARTMENTS: 2 INSTALLATION DATE: 10/31/2012 REGISTRATION DATE: 01/04/2013 TANK CAPACITY(GAL): 20169 EMPTY TANK: NOT EMPTY earthwww.aeo-search.com 888-396-0042 Order#169298 Job#421869 68 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Leaking Petroleum Storage Tanks (LPST) STATUS: IN USE STATUS BEGIN DATE: 10/31/2012 INTERNAL PROTECTION DATE: REGULATORY STATUS: FULLY REGULATED TANK DESIGN SINGLE WALL: NO TANK DESIGN DOUBLE WALL: YES PIPE DESIGN SINGLE WALL: NO PIPE DESIGN DOUBLE WALL: YES TANK DETAILS MATERIAL: CORROSION PROTECTION: EXTERNAL NONMETTALIC JACKET EXTERNAL CONTAINMENT: TANK COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE COMPARTMENT DETAILS UST COMPARTMENT ID: 110966 TANK ID:4 COMPARTMENT LETTER: B SUBSTANCES: GASOLINE OTHER SUBSTANCES: CAPACITY(GAL):6046 COMPARTMENT RELEASE DETECTION: INTERSTITIAL MONITORING WITHIN SECONDARY WALL/JACKET SPILL CONTAINMENT AND OVERFILL PREVENTION: TIGHT-FILL FITTING CONTAIN ER/BUCKET/SUMP,FACTORY-BUILT SPILL CONTAIN ER/BUCKET/SU MP,DELIVERY SHUT-OFF VALVE PIPING SYSTEMS MATERIAL: FRP CORROSION PROTECTION: FRP TANK OR PIPING(NONCORRODIBLE) EXTERNAL CONTAINMENT: CONNECTORS&VALVES: CORROSION PROTECTION: FRP TANK OR PIPING(NONCORRODIBLE) PIPE COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE TANK ID: 5 NUMBER OF COMPARTMENTS: 2 INSTALLATION DATE: 10/31/2012 REGISTRATION DATE: 01/04/2013 TANK CAPACITY(GAL): 20171 EMPTY TANK: NOT EMPTY STATUS: IN USE STATUS BEGIN DATE: 10/31/2012 INTERNAL PROTECTION DATE: REGULATORY STATUS: FULLY REGULATED TANK DESIGN SINGLE WALL: NO TANK DESIGN DOUBLE WALL: YES PIPE DESIGN SINGLE WALL: NO PIPE DESIGN DOUBLE WALL: YES TANK DETAILS MATERIAL: CORROSION PROTECTION: aw earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 69 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Leaking Petroleum Storage Tanks (LPST) EXTERNAL NONMETTALIC JACKET EXTERNAL CONTAINMENT: TANK COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE COMPARTMENT DETAILS UST COMPARTMENT ID: 110967 TANK ID: 5 COMPARTMENT LETTER:A SUBSTANCES: GASOLINE OTHER SUBSTANCES: CAPACITY(GAL):8072 COMPARTMENT RELEASE DETECTION: INTERSTITIAL MONITORING WITHIN SECONDARY WALL/JACKET SPILL CONTAINMENT AND OVERFILL PREVENTION: TIGHT-FILL FITTING CONTAIN ER/BUCKET/SUMP,FACTORY-BUILT SPILL CONTAIN ER/BUCKET/SU MP,DELIVERY SHUT-OFF VALVE PIPING SYSTEMS MATERIAL: FRP CORROSION PROTECTION: FRP TANK OR PIPING(NONCORRODIBLE) EXTERNAL CONTAINMENT: CONNECTORS&VALVES: CORROSION PROTECTION: FRP TANK OR PIPING(NONCORRODIBLE) PIPE COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE TANK ID: 5 NUMBER OF COMPARTMENTS: 2 INSTALLATION DATE: 10/31/2012 REGISTRATION DATE: 01/04/2013 TANK CAPACITY(GAL): 20171 EMPTY TANK: NOT EMPTY STATUS: IN USE STATUS BEGIN DATE: 10/31/2012 INTERNAL PROTECTION DATE: REGULATORY STATUS: FULLY REGULATED TANK DESIGN SINGLE WALL: NO TANK DESIGN DOUBLE WALL: YES PIPE DESIGN SINGLE WALL: NO PIPE DESIGN DOUBLE WALL: YES TANK DETAILS MATERIAL: CORROSION PROTECTION: EXTERNAL NONMETTALIC JACKET EXTERNAL CONTAINMENT: TANK COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE COMPARTMENT DETAILS UST COMPARTMENT ID: 110968 TANK ID: 5 aw earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 70 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Leaking Petroleum Storage Tanks (LPST) COMPARTMENT LETTER: B SUBSTANCES: DIESEL OTHER SUBSTANCES: CAPACITY(GAL): 12099 COMPARTMENT RELEASE DETECTION: INTERSTITIAL MONITORING WITHIN SECONDARY WALL/JACKET SPILL CONTAINMENT AND OVERFILL PREVENTION: TIGHT-FILL FITTING CONTAIN ER/BUCKET/SUMP,FACTORY-BUILT SPILL CONTAIN ER/BUCKET/SU MP,DELIVERY SHUT-OFF VALVE PIPING SYSTEMS MATERIAL: FRP CORROSION PROTECTION: FRP TANK OR PIPING(NONCORRODIBLE) EXTERNAL CONTAINMENT: CONNECTORS&VALVES: CORROSION PROTECTION: FRP TANK OR PIPING(NONCORRODIBLE) PIPE COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE ABOVEGROUND STORAGE TANK INFORMATION NO ABOVEGROUND STORAGE TANK DATA REPORTED FOR THIS FACILITY Back to Report Lmmary earthwww.aeo-search.com 888-396-0042 Order#169298 Job#421869 71 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Petroleum Storage Tanks (PST) AP ID#4 Distance from Property: 0.011 mi.(58 ft.)WNW Elevation: 14 ft. FACILITY INFORMATION CONTACT INFORMATION ID#: 35184 NAME: PEGGIE BETZ NAME: 7-ELEVEN STORE 18374 TITLE: REGION COMP SPEC ADDRESS: 2202 WALDRON RD ORGANIZATION: 7-ELEVEN STORE 18374 CORPUS CHRISTI,TX 78418 MAIL ADDRESS: COUNTY: NUECES REGION: 14 PHONE: (972)8287805 0 TYPE: RETAIL BEGIN DATE: 12/11/1986 STATUS: ACTIVE EXEMPT STATUS: NO RECORDS OFF-SITE: YES NUMBER OF ACTIVE UNDERGROUND TANKS: 2 NUMBER OF ACTIVE ABOVEGROUND TANKS: 0 APPLICATION INFORMATION: RECEIVED DATE ON EARLIEST REGISTRATION FORM: 02/08/2018 SIGNATURE DATE ON EARLIEST REGISTRATION FORM: 02/05/2018 SIGNATURE NAME&TITLE: RAYMOND MCNIECE, REGION COMP MGR ENFORCEMENT ACTION DATE: OWNER OWNER NUMBER: CN600240329 NAME: 7-ELEVEN INC CONTACT ADDRESS: PO BOX 711 DALLAS TX 75221 TYPE: CORPORATION/COMPANY BEGIN DATE: 01/23/2018 CONTACT ROLE: OWNOPRCON CONTACT NAME: RAY MCNIECE CONTACT TITLE: REGION COMPLIANCE MANAGER ORGANIZATION: 7-ELEVEN INC PHONE: (210)5070913 0 FAX: EMAIL: RAYMOND.MCNIECE@7-11.COM OWNER NUMBER: CN603241563 NAME: STRIPES LLC CONTACT ADDRESS: 4525 AYERS ST CORPUS CHRISTI TX 78415 TYPE: CORPORATION/COMPANY BEGIN DATE: 04/25/1995 CONTACT ROLE: OWNOPRCON CONTACT NAME: CRAIG SCOTTON CONTACT TITLE: aw earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 72 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Petroleum Storage Tanks (PST) ORGANIZATION: STRIPES LLC PHONE: 3618842463 0 FAX: (361)8519514 EMAIL: RMENDOZA@SUSSER.COM OPERATOR OPERATOR NUMBER: CN600240329 NAME: 7-ELEVEN INC CONTACT ADDRESS: PO BOX 711 DALLAS TX 75221 TYPE: CORPORATION/COMPANY BEGIN DATE: 01/23/2018 CONTACT ROLE: OWNOPRCON CONTACT NAME: RAY MCNIECE CONTACT TITLE: REGION COMPLIANCE MANAGER ORGANIZATION: 7-ELEVEN INC PHONE: (210)5070913 0 FAX: EMAIL: RAYMOND.MCNIECE@7-11.COM OPERATOR NUMBER: CN603241563 NAME: STRIPES LLC CONTACT ADDRESS: 4525 AYERS ST CORPUS CHRISTI TX 78415 TYPE: CORPORATION/COMPANY BEGIN DATE: 04/25/1995 CONTACT ROLE: OWNOPRCON CONTACT NAME: CRAIG SCOTTON CONTACT TITLE: ORGANIZATION: STRIPES LLC PHONE: (361)8842463 0 FAX: (361)8519514 EMAIL: RMENDOZA@SUSSER.COM SELF-CERTIFICATION SELF-CERTIFICATION ID: 347837 SIGNATURE DATE: 01/20/2021 SIGNATURE NAME&TITLE: RAYMOND MCNIECE, ENV. MGR. FILING STATUS: RENEWAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 330627 SIGNATURE DATE: 01/09/2020 SIGNATURE NAME&TITLE: RAYMOND MCNIECE, ENV.MGR. FILING STATUS: RENEWAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 314787 SIGNATURE DATE: 01/23/2019 SIGNATURE NAME&TITLE: RAYMOND MCNIECE, ENV. MGR. aw earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 73 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Petroleum Storage Tanks (PST) FILING STATUS: RENEWAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 300529 SIGNATURE DATE: 02/05/2018 SIGNATURE NAME&TITLE: RAYMOND MCNIECE, REGION COMP MGR FILING STATUS: INITIAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 298138 SIGNATURE DATE: 01/22/2018 SIGNATURE NAME&TITLE: MEGAN SCOTTON,PERMITS SPECIALIST FILING STATUS: RENEWAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 279593 SIGNATURE DATE: 01/03/2017 SIGNATURE NAME&TITLE: CRAIG E SCOTTON,DIRECTOR OF PETROLEU FILING STATUS: RENEWAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 261721 SIGNATURE DATE: 12/03/2015 SIGNATURE NAME&TITLE: CRAIG E SCOTTON,DIRECTOR OF PETROLEU FILING STATUS: RENEWAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 245049 SIGNATURE DATE: 12/02/2014 SIGNATURE NAME&TITLE: CRAIG E SCOTTON,DIRECTOR OF PETROLEU FILING STATUS: RENEWAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 229015 SIGNATURE DATE: 12/23/2013 SIGNATURE NAME&TITLE: CRAIG E SCOTTON, ENVIRONMENTAL MANAGE FILING STATUS: RENEWAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 120448 SIGNATURE DATE: 12/20/2012 SIGNATURE NAME&TITLE: CRAIG SCOTTON,DIR OF PET SERV FILING STATUS: RENEWAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 120447 SIGNATURE DATE: 12/19/2011 aw earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 74 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Petroleum Storage Tanks (PST) SIGNATURE NAME&TITLE: CRAIG E SCOTTON, ENVIRONMENTAL MANAGE FILING STATUS: RENEWAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 120446 SIGNATURE DATE: 01/10/2011 SIGNATURE NAME&TITLE: CRAIG E SCOTTON,SR.DIR.PETROLEUM FILING STATUS: RENEWAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 120445 SIGNATURE DATE: 01/11/2010 SIGNATURE NAME&TITLE: CRAIG E SCOTTON,DIRECTOR OF PETROLEU FILING STATUS: RENEWAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 120444 SIGNATURE DATE: 12/11/2008 SIGNATURE NAME&TITLE: CRAIG E SCOTTON,DIRECTOR OF PETROLEU FILING STATUS: RENEWAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 120443 SIGNATURE DATE: 01/16/2008 SIGNATURE NAME&TITLE: CRAIG E SCOTTON,DIRECTOR PETROLEUM M FILING STATUS: RENEWAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 120442 SIGNATURE DATE: 12/22/2006 SIGNATURE NAME&TITLE: CRAIG E SCOTTON,DIRECTOR PETROLEUM M FILING STATUS: RENEWAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 120441 SIGNATURE DATE: 12/19/2005 SIGNATURE NAME&TITLE: ROBERT MUIR,V.P.FACILITIES MGMT FILING STATUS: RENEWAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 120440 SIGNATURE DATE: 12/30/2004 SIGNATURE NAME&TITLE: ROBERT MUIR,V.P.FACILITIES MGMT FILING STATUS: RENEWAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 120439 earthwww.aeo-search.com 888-396-0042 Order#169298 Job#421869 75 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Petroleum Storage Tanks (PST) SIGNATURE DATE: 12/11/2003 SIGNATURE NAME&TITLE: ROBERT MUIR,V.P FACILITIES MGMT. FILING STATUS: RENEWAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 120438 SIGNATURE DATE: 12/20/2002 SIGNATURE NAME&TITLE: RED KLUCK, ENV MGR FILING STATUS: RENEWAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 120437 SIGNATURE DATE: 12/14/2001 SIGNATURE NAME&TITLE: RED KLUCK, ENVIRO MGR FILING STATUS: RENEWAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 120436 SIGNATURE DATE: 12/21/2000 SIGNATURE NAME&TITLE: RED KLUCK, ENV MGR FILING STATUS: INITIAL REGISTRATION FLAG: YES CONSTRUCTION NOTIFICATION NOTIFICATION CONSTRUCTION ID: 37196 APPLICATION RECEIVED DATE: 10/16/2020 SCHEDULE CONSTRUCTION DATE: 10/14/2020 GENERAL DESCRIPTION OF PROPOSED CONSTRUCTION: *30 DAY WAIVED REQUESTED"'REPLACE SHEAR VALVE ON PUMP 1/2 NOTIFICATION CONSTRUCTION ID: 12563 APPLICATION RECEIVED DATE: 01/15/2013 SCHEDULE CONSTRUCTION DATE: 01/16/2013 GENERAL DESCRIPTION OF PROPOSED CONSTRUCTION: REPLACE A PORTION OF THE CONTAINED PIPE IN THE DSL STP. NOTIFICATION CONSTRUCTION ID: 12564 APPLICATION RECEIVED DATE: 10/18/2012 SCHEDULE CONSTRUCTION DATE: 10/29/2012 GENERAL DESCRIPTION OF PROPOSED CONSTRUCTION: PERMANENTLY ABANDON UST#2(SUL)IN PLACE NOTIFICATION CONSTRUCTION ID: 12566 APPLICATION RECEIVED DATE: 09/12/2012 SCHEDULE CONSTRUCTION DATE: 10/12/2012 GENERAL DESCRIPTION OF PROPOSED CONSTRUCTION: REMOVAL AND REPLACEMENT OF TANKS. NOTIFICATION CONSTRUCTION ID: 12565 APPLICATION RECEIVED DATE: 09/12/2012 SCHEDULE CONSTRUCTION DATE: 10/12/2012 aw earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 76 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Petroleum Storage Tanks (PST) GENERAL DESCRIPTION OF PROPOSED CONSTRUCTION: REMOVAL AND REPLACEMENT OF TANKS. NOTIFICATION CONSTRUCTION ID: 12567 APPLICATION RECEIVED DATE: 01/27/2012 SCHEDULE CONSTRUCTION DATE: 03/22/2012 GENERAL DESCRIPTION OF PROPOSED CONSTRUCTION: CONVERT GAS(MUL)TO DIESEL. INSTALL NESHAP EQUIPMENT.-CHANGED CONSTRUCTION D ATE FROM 2/27/12 TO 3/22/12"' NOTIFICATION CONSTRUCTION ID: 12568 APPLICATION RECEIVED DATE: 03/16/2011 SCHEDULE CONSTRUCTION DATE: 03/15/2011 GENERAL DESCRIPTION OF PROPOSED CONSTRUCTION: ALTERNATIVE NOTIFICATION SUBCHAPTER A 334.6(C)(1)(A)-PREVENTATIVE MAINTENANCE: REPLACE SPILL BUCKET ON UST#2 NOTIFICATION CONSTRUCTION ID: 12569 APPLICATION RECEIVED DATE: 01/28/2010 SCHEDULE CONSTRUCTION DATE: 01/28/2010 GENERAL DESCRIPTION OF PROPOSED CONSTRUCTION: REPAIRED VENT LINE ON UST#3 UNDERGROUND STORAGE TANK TANK ID: 1 NUMBER OF COMPARTMENTS: 1 INSTALLATION DATE:01/01/1976 REGISTRATION DATE: 05/08/1986 TANK CAPACITY(GAL): 10150 EMPTY TANK: NOT EMPTY STATUS: REMOVED FROM GROUND STATUS BEGIN DATE: 10/25/2012 INTERNAL PROTECTION DATE: REGULATORY STATUS: FULLY REGULATED TANK DESIGN SINGLE WALL: YES TANK DESIGN DOUBLE WALL: NO PIPE DESIGN SINGLE WALL: YES PIPE DESIGN DOUBLE WALL: NO TANK DETAILS MATERIAL: STEEL CORROSION PROTECTION: CATHODIC PROTECTION-FIELD INSTALLATION EXTERNAL CONTAINMENT: TANK COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE COMPARTMENT DETAILS UST COMPARTMENT ID: 110963 TANK ID: 1 COMPARTMENT LETTER:A SUBSTANCES: EMPTY OTHER SUBSTANCES: CAPACITY(GAL): 10150 COMPARTMENT RELEASE DETECTION: AUTOMATIC TANK GAUGE TEST&INVENTORY CONTROL,SIR(STAT.INVENTORY RECONCILIATION)&INVENTORY CONTROL SPILL CONTAINMENT AND OVERFILL PREVENTION: TIGHT-FILL FITTING CONTAIN ER/BUCKET/SUMP,FACTORY-BUILT aw earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 77 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Petroleum Storage Tanks (PST) SPILL CONTAIN ER/BUCKET/SU MP,DELIVERY SHUT-OFF VALVE,FLOW RESTRICTOR VALUE PIPING SYSTEMS MATERIAL: FRP CORROSION PROTECTION: FRP TANK OR PIPING(NONCORRODIBLE) EXTERNAL CONTAINMENT: CONNECTORS&VALVES: PIPING RELEASE DETECTION: ANNUAL PIPING TIGHTNESS TEST/ANNUAL ELECTRONIC MONITORING(@ 0.1 GPH),AUTO.LINE LEAK DETECTOR(3.0 GPH FOR PRESSURE PIPING),SIR(STAT.INVENTORY RECONCILIATION)&INVENTORY CONTROL PIPE COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE TANK ID: 2 NUMBER OF COMPARTMENTS: 1 INSTALLATION DATE:01/01/1976 REGISTRATION DATE: 05/08/1986 TANK CAPACITY(GAL): 10150 EMPTY TANK: NOT EMPTY STATUS: PERM FILLED IN PLACE STATUS BEGIN DATE: 10/25/2012 INTERNAL PROTECTION DATE: REGULATORY STATUS: FULLY REGULATED TANK DESIGN SINGLE WALL: YES TANK DESIGN DOUBLE WALL: NO PIPE DESIGN SINGLE WALL: YES PIPE DESIGN DOUBLE WALL: NO TANK DETAILS MATERIAL: STEEL CORROSION PROTECTION: CATHODIC PROTECTION-FIELD INSTALLATION EXTERNAL CONTAINMENT: TANK COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE COMPARTMENT DETAILS UST COMPARTMENT ID: 110962 TANK ID:2 COMPARTMENT LETTER:A SUBSTANCES: EMPTY OTHER SUBSTANCES: CAPACITY(GAL): 10150 COMPARTMENT RELEASE DETECTION: AUTOMATIC TANK GAUGE TEST&INVENTORY CONTROL,SIR(STAT.INVENTORY RECONCILIATION)&INVENTORY CONTROL SPILL CONTAINMENT AND OVERFILL PREVENTION: TIGHT-FILL FITTING CONTAIN ER/BUCKET/SUMP,FACTORY-BUILT SPILL CONTAIN ER/BUCKET/SU MP,DELIVERY SHUT-OFF VALVE,FLOW RESTRICTOR VALUE PIPING SYSTEMS MATERIAL: FRP CORROSION PROTECTION: FRP TANK OR PIPING(NONCORRODIBLE) EXTERNAL CONTAINMENT: CONNECTORS&VALVES: aw earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 78 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Petroleum Storage Tanks (PST) PIPING RELEASE DETECTION: ANNUAL PIPING TIGHTNESS TEST/ANNUAL ELECTRONIC MONITORING(@ 0.1 GPH),AUTO.LINE LEAK DETECTOR(3.0 GPH FOR PRESSURE PIPING),SIR(STAT.INVENTORY RECONCILIATION)&INVENTORY CONTROL PIPE COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE TANK ID: 3 NUMBER OF COMPARTMENTS: 1 INSTALLATION DATE:01/01/1976 REGISTRATION DATE: 05/08/1986 TANK CAPACITY(GAL): 10150 EMPTY TANK: NOT EMPTY STATUS: REMOVED FROM GROUND STATUS BEGIN DATE: 10/25/2012 INTERNAL PROTECTION DATE: REGULATORY STATUS: FULLY REGULATED TANK DESIGN SINGLE WALL: YES TANK DESIGN DOUBLE WALL: NO PIPE DESIGN SINGLE WALL: YES PIPE DESIGN DOUBLE WALL: NO TANK DETAILS MATERIAL: STEEL CORROSION PROTECTION: CATHODIC PROTECTION-FIELD INSTALLATION EXTERNAL CONTAINMENT: TANK COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE COMPARTMENT DETAILS UST COMPARTMENT ID: 110964 TANK ID:3 COMPARTMENT LETTER:A SUBSTANCES: EMPTY OTHER SUBSTANCES: CAPACITY(GAL): 10150 COMPARTMENT RELEASE DETECTION: AUTOMATIC TANK GAUGE TEST&INVENTORY CONTROL,SIR(STAT.INVENTORY RECONCILIATION)&INVENTORY CONTROL SPILL CONTAINMENT AND OVERFILL PREVENTION: TIGHT-FILL FITTING CONTAIN ER/BUCKET/SUMP,FACTORY-BUILT SPILL CONTAIN ER/BUCKET/SU MP,DELIVERY SHUT-OFF VALVE,FLOW RESTRICTOR VALUE PIPING SYSTEMS MATERIAL: FRP CORROSION PROTECTION: FRP TANK OR PIPING(NONCORRODIBLE) EXTERNAL CONTAINMENT: CONNECTORS&VALVES: PIPING RELEASE DETECTION: ANNUAL PIPING TIGHTNESS TEST/ANNUAL ELECTRONIC MONITORING(@ 0.1 GPH),AUTO.LINE LEAK DETECTOR(3.0 GPH FOR PRESSURE PIPING),SIR(STAT.INVENTORY RECONCILIATION)&INVENTORY CONTROL PIPE COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES aw earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 79 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Petroleum Storage Tanks (PST) CORROSION PROTECTION VARIANCE: NO VARIANCE TANK ID: 4 NUMBER OF COMPARTMENTS: 2 INSTALLATION DATE: 10/31/2012 REGISTRATION DATE: 01/04/2013 TANK CAPACITY(GAL): 20169 EMPTY TANK: NOT EMPTY STATUS: IN USE STATUS BEGIN DATE: 10/31/2012 INTERNAL PROTECTION DATE: REGULATORY STATUS: FULLY REGULATED TANK DESIGN SINGLE WALL: NO TANK DESIGN DOUBLE WALL: YES PIPE DESIGN SINGLE WALL: NO PIPE DESIGN DOUBLE WALL: YES TANK DETAILS MATERIAL: CORROSION PROTECTION: EXTERNAL NONMETTALIC JACKET EXTERNAL CONTAINMENT: TANK COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE COMPARTMENT DETAILS UST COMPARTMENT ID: 110965 TANK ID:4 COMPARTMENT LETTER:A SUBSTANCES: GASOLINE OTHER SUBSTANCES: CAPACITY(GAL): 14123 COMPARTMENT RELEASE DETECTION: INTERSTITIAL MONITORING WITHIN SECONDARY WALL/JACKET SPILL CONTAINMENT AND OVERFILL PREVENTION: TIGHT-FILL FITTING CONTAIN ER/BUCKET/SUMP,FACTORY-BUILT SPILL CONTAIN ER/BUCKET/SU MP,DELIVERY SHUT-OFF VALVE PIPING SYSTEMS MATERIAL: FRP CORROSION PROTECTION: FRP TANK OR PIPING(NONCORRODIBLE) EXTERNAL CONTAINMENT: CONNECTORS&VALVES: PIPING RELEASE DETECTION: INTERSTITIAL MONITORING WITHIN SECONDARY WALL/JACKET,ANNUAL PIPING TIGHTNESS TEST/ANNUAL ELECTRONIC MONITORING(@ 0.1 GPH),AUTO. LINE LEAK DETECTOR(3.0 GPH FOR PRESSURE PIPING) PIPE COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE TANK ID: 4 NUMBER OF COMPARTMENTS: 2 INSTALLATION DATE: 10/31/2012 REGISTRATION DATE: 01/04/2013 TANK CAPACITY(GAL): 20169 EMPTY TANK: NOT EMPTY STATUS: IN USE STATUS BEGIN DATE: 10/31/2012 INTERNAL PROTECTION DATE: REGULATORY STATUS: FULLY REGULATED TANK DESIGN SINGLE WALL: NO TANK DESIGN DOUBLE WALL: YES earthwww.aeo-search.com 888-396-0042 Order#169298 Job#421869 80 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Petroleum Storage Tanks (PST) PIPE DESIGN SINGLE WALL: NO PIPE DESIGN DOUBLE WALL: YES TANK DETAILS MATERIAL: CORROSION PROTECTION: EXTERNAL NONMETTALIC JACKET EXTERNAL CONTAINMENT: TANK COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE COMPARTMENT DETAILS UST COMPARTMENT ID: 110966 TANK ID:4 COMPARTMENT LETTER: B SUBSTANCES: GASOLINE OTHER SUBSTANCES: CAPACITY(GAL):6046 COMPARTMENT RELEASE DETECTION: INTERSTITIAL MONITORING WITHIN SECONDARY WALL/JACKET SPILL CONTAINMENT AND OVERFILL PREVENTION: TIGHT-FILL FITTING CONTAIN ER/BUCKET/SUMP,FACTORY-BUILT SPILL CONTAIN ER/BUCKET/SU MP,DELIVERY SHUT-OFF VALVE PIPING SYSTEMS MATERIAL: FRP CORROSION PROTECTION: FRP TANK OR PIPING(NONCORRODIBLE) EXTERNAL CONTAINMENT: CONNECTORS&VALVES: PIPING RELEASE DETECTION: INTERSTITIAL MONITORING WITHIN SECONDARY WALL/JACKET,ANNUAL PIPING TIGHTNESS TEST/ANNUAL ELECTRONIC MONITORING(@ 0.1 GPH),AUTO. LINE LEAK DETECTOR(3.0 GPH FOR PRESSURE PIPING) PIPE COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE TANK ID: 5 NUMBER OF COMPARTMENTS: 2 INSTALLATION DATE: 10/31/2012 REGISTRATION DATE: 01/04/2013 TANK CAPACITY(GAL): 20171 EMPTY TANK: NOT EMPTY STATUS: IN USE STATUS BEGIN DATE: 10/31/2012 INTERNAL PROTECTION DATE: REGULATORY STATUS: FULLY REGULATED TANK DESIGN SINGLE WALL: NO TANK DESIGN DOUBLE WALL: YES PIPE DESIGN SINGLE WALL: NO PIPE DESIGN DOUBLE WALL: YES TANK DETAILS MATERIAL: CORROSION PROTECTION: EXTERNAL NONMETTALIC JACKET aw earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 81 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Petroleum Storage Tanks (PST) EXTERNAL CONTAINMENT: TANK COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE COMPARTMENT DETAILS UST COMPARTMENT ID: 110967 TANK ID: 5 COMPARTMENT LETTER:A SUBSTANCES: GASOLINE OTHER SUBSTANCES: CAPACITY(GAL):8072 COMPARTMENT RELEASE DETECTION: INTERSTITIAL MONITORING WITHIN SECONDARY WALL/JACKET SPILL CONTAINMENT AND OVERFILL PREVENTION: TIGHT-FILL FITTING CONTAIN ER/BUCKET/SUMP,FACTORY-BUILT SPILL CONTAIN ER/BUCKET/SU MP,DELIVERY SHUT-OFF VALVE PIPING SYSTEMS MATERIAL: FRP CORROSION PROTECTION: FRP TANK OR PIPING(NONCORRODIBLE) EXTERNAL CONTAINMENT: CONNECTORS&VALVES: PIPING RELEASE DETECTION: INTERSTITIAL MONITORING WITHIN SECONDARY WALL/JACKET,ANNUAL PIPING TIGHTNESS TEST/ANNUAL ELECTRONIC MONITORING(@ 0.1 GPH),AUTO. LINE LEAK DETECTOR(3.0 GPH FOR PRESSURE PIPING) PIPE COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE TANK ID: 5 NUMBER OF COMPARTMENTS: 2 INSTALLATION DATE: 10/31/2012 REGISTRATION DATE: 01/04/2013 TANK CAPACITY(GAL): 20171 EMPTY TANK: NOT EMPTY STATUS: IN USE STATUS BEGIN DATE: 10/31/2012 INTERNAL PROTECTION DATE: REGULATORY STATUS: FULLY REGULATED TANK DESIGN SINGLE WALL: NO TANK DESIGN DOUBLE WALL: YES PIPE DESIGN SINGLE WALL: NO PIPE DESIGN DOUBLE WALL: YES TANK DETAILS MATERIAL: CORROSION PROTECTION: EXTERNAL NONMETTALIC JACKET EXTERNAL CONTAINMENT: TANK COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE COMPARTMENT DETAILS UST COMPARTMENT ID: 110968 aw earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 82 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Petroleum Storage Tanks (PST) TANK ID: 5 COMPARTMENT LETTER: B SUBSTANCES: DIESEL OTHER SUBSTANCES: CAPACITY(GAL): 12099 COMPARTMENT RELEASE DETECTION: INTERSTITIAL MONITORING WITHIN SECONDARY WALL/JACKET SPILL CONTAINMENT AND OVERFILL PREVENTION: TIGHT-FILL FITTING CONTAIN ER/BUCKET/SUMP,FACTORY-BUILT SPILL CONTAIN ER/BUCKET/SU MP,DELIVERY SHUT-OFF VALVE PIPING SYSTEMS MATERIAL: FRP CORROSION PROTECTION: FRP TANK OR PIPING(NONCORRODIBLE) EXTERNAL CONTAINMENT: CONNECTORS&VALVES: PIPING RELEASE DETECTION: INTERSTITIAL MONITORING WITHIN SECONDARY WALL/JACKET,ANNUAL PIPING TIGHTNESS TEST/ANNUAL ELECTRONIC MONITORING(@ 0.1 GPH),AUTO. LINE LEAK DETECTOR(3.0 GPH FOR PRESSURE PIPING) PIPE COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE ABOVEGROUND STORAGE TANK INFORMATION NO ABOVEGROUND STORAGE TANK DATA REPORTED FOR THIS FACILITY Back to Report Lmmary earthwww.aeo-search.com 888-396-0042 Order#169298 Job#421869 83 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Leaking Petroleum Storage Tanks (LPST) AP ID#5 Distance from Property: 0.011 mi.(58 ft.)WNW Elevation: 13 ft. FACILITY INFORMATION GEOSEARCH ID: 115323 LPST ID: 115323 FACILITY ID: 69453 NAME: DIAMOND SHAMROCK 1506 ADDRESS: 1504 WALDRON RD CORPUS CHRISTI,TX 78418 LEAKING TANK DETAILS LPST ID: 115323 NAME: DIAMOND SHAMROCK 1506 FACILITY LOCATION: PRIORITY CODE: 4.1 -GW IMPACTED NO APPARENT THREATS OR IMPACTS TO RECEPTORS CORRECTIVE ACTION STATUS CODE: 6A-FINAL CONCURRENCE ISSUED CORRECTIVE ACTION START DATE: DISCOVERED DATE: 04/24/2001 REPORTED DATE: 04/24/2001 ENTERED DATE: 12/21/2001 CLOSURE DATE: 08/27/2004 PRP INFORMATION NAME: ADDRESS: SAN ANTONIO TX 78269 CONTACT: PHONE: UNDERGROUND STORAGE TANK TANK ID: 1 NUMBER OF COMPARTMENTS: 1 INSTALLATION DATE: 10/01/1994 REGISTRATION DATE: 04/02/1997 TANK CAPACITY(GAL): 11527 EMPTY TANK: NOT EMPTY STATUS: REMOVED FROM GROUND STATUS BEGIN DATE: 03/07/2018 INTERNAL PROTECTION DATE: REGULATORY STATUS: FULLY REGULATED TANK DESIGN SINGLE WALL: YES TANK DESIGN DOUBLE WALL: NO PIPE DESIGN SINGLE WALL: NO PIPE DESIGN DOUBLE WALL: YES TANK DETAILS MATERIAL: FRP CORROSION PROTECTION: FRP TANK OR PIPING(NONCORRODIBLE) EXTERNAL CONTAINMENT: TANK COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES aw earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 84 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Leaking Petroleum Storage Tanks (LPST) CORROSION PROTECTION VARIANCE: NO VARIANCE COMPARTMENT DETAILS UST COMPARTMENT ID: 173812 TANK ID: 1 COMPARTMENT LETTER:A SUBSTANCES: OTHER SUBSTANCES: CAPACITY(GAL): COMPARTMENT RELEASE DETECTION: SIR(STAT.INVENTORY RECONCILIATION)&INVENTORY CONTROL SPILL CONTAINMENT AND OVERFILL PREVENTION: TIGHT-FILL FITTING CONTAIN ER/BUCKET/SUMP,FACTORY-BUILT SPILL CONTAIN ER/BUCKET/SU MP,FLOW RESTRICTOR VALUE PIPING SYSTEMS MATERIAL: FRP CORROSION PROTECTION: FRP TANK OR PIPING(NONCORRODIBLE) EXTERNAL CONTAINMENT: CONNECTORS&VALVES: CORROSION PROTECTION: FRP TANK OR PIPING(NONCORRODIBLE) PIPE COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE TANK ID: 1 NUMBER OF COMPARTMENTS: 1 INSTALLATION DATE: 10/01/1994 REGISTRATION DATE: 04/02/1997 TANK CAPACITY(GAL): 11527 EMPTY TANK: EMPTY STATUS: TEMP OUT OF SERVICE STATUS BEGIN DATE: 07/31/2009 INTERNAL PROTECTION DATE: REGULATORY STATUS: FULLY REGULATED TANK DESIGN SINGLE WALL: YES TANK DESIGN DOUBLE WALL: NO PIPE DESIGN SINGLE WALL: NO PIPE DESIGN DOUBLE WALL: YES TANK DETAILS MATERIAL: FRP CORROSION PROTECTION: FRP TANK OR PIPING(NONCORRODIBLE) EXTERNAL CONTAINMENT: TANK COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE COMPARTMENT DETAILS UST COMPARTMENT ID: 173812 TANK ID: 1 COMPARTMENT LETTER:A SUBSTANCES: EMPTY OTHER SUBSTANCES: CAPACITY(GAL): COMPARTMENT RELEASE DETECTION: SIR(STAT.INVENTORY RECONCILIATION)&INVENTORY CONTROL aw earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 85 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Leaking Petroleum Storage Tanks (LPST) SPILL CONTAINMENT AND OVERFILL PREVENTION: TIGHT-FILL FITTING CONTAIN ER/BUCKET/SUMP,FACTORY-BUILT SPILL CONTAIN ER/BUCKET/SU MP,FLOW RESTRICTOR VALUE PIPING SYSTEMS MATERIAL: FRP CORROSION PROTECTION: FRP TANK OR PIPING(NONCORRODIBLE) EXTERNAL CONTAINMENT: CONNECTORS&VALVES: CORROSION PROTECTION: FRP TANK OR PIPING(NONCORRODIBLE) PIPE COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE TANK ID: 2 NUMBER OF COMPARTMENTS: 1 INSTALLATION DATE: 10/01/1994 REGISTRATION DATE: 04/02/1997 TANK CAPACITY(GAL): 11527 EMPTY TANK: NOT EMPTY STATUS: REMOVED FROM GROUND STATUS BEGIN DATE: 03/07/2018 INTERNAL PROTECTION DATE: REGULATORY STATUS: FULLY REGULATED TANK DESIGN SINGLE WALL: YES TANK DESIGN DOUBLE WALL: NO PIPE DESIGN SINGLE WALL: NO PIPE DESIGN DOUBLE WALL: YES TANK DETAILS MATERIAL: FRP CORROSION PROTECTION: FRP TANK OR PIPING(NONCORRODIBLE) EXTERNAL CONTAINMENT: TANK COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE COMPARTMENT DETAILS UST COMPARTMENT ID: 173813 TANK ID:2 COMPARTMENT LETTER:A SUBSTANCES: OTHER SUBSTANCES: CAPACITY(GAL): COMPARTMENT RELEASE DETECTION: SIR(STAT.INVENTORY RECONCILIATION)&INVENTORY CONTROL SPILL CONTAINMENT AND OVERFILL PREVENTION: TIGHT-FILL FITTING CONTAIN ER/BUCKET/SUMP,FACTORY-BUILT SPILL CONTAIN ER/BUCKET/SU MP,FLOW RESTRICTOR VALUE PIPING SYSTEMS MATERIAL: FRP CORROSION PROTECTION: FRP TANK OR PIPING(NONCORRODIBLE) EXTERNAL CONTAINMENT: CONNECTORS&VALVES: CORROSION PROTECTION: FRP TANK OR PIPING(NONCORRODIBLE) aw earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 86 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Leaking Petroleum Storage Tanks (LPST) PIPE COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE TANK ID: 2 NUMBER OF COMPARTMENTS: 1 INSTALLATION DATE: 10/01/1994 REGISTRATION DATE: 04/02/1997 TANK CAPACITY(GAL): 11527 EMPTY TANK: EMPTY STATUS: TEMP OUT OF SERVICE STATUS BEGIN DATE: 07/31/2009 INTERNAL PROTECTION DATE: REGULATORY STATUS: FULLY REGULATED TANK DESIGN SINGLE WALL: YES TANK DESIGN DOUBLE WALL: NO PIPE DESIGN SINGLE WALL: NO PIPE DESIGN DOUBLE WALL: YES TANK DETAILS MATERIAL: FRP CORROSION PROTECTION: FRP TANK OR PIPING(NONCORRODIBLE) EXTERNAL CONTAINMENT: TANK COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE COMPARTMENT DETAILS UST COMPARTMENT ID: 173813 TANK ID:2 COMPARTMENT LETTER:A SUBSTANCES: EMPTY OTHER SUBSTANCES: CAPACITY(GAL): COMPARTMENT RELEASE DETECTION: SIR(STAT.INVENTORY RECONCILIATION)&INVENTORY CONTROL SPILL CONTAINMENT AND OVERFILL PREVENTION: TIGHT-FILL FITTING CONTAIN ER/BUCKET/SUMP,FACTORY-BUILT SPILL CONTAIN ER/BUCKET/SU MP,FLOW RESTRICTOR VALUE PIPING SYSTEMS MATERIAL: FRP CORROSION PROTECTION: FRP TANK OR PIPING(NONCORRODIBLE) EXTERNAL CONTAINMENT: CONNECTORS&VALVES: CORROSION PROTECTION: FRP TANK OR PIPING(NONCORRODIBLE) PIPE COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE ABOVEGROUND STORAGE TANK INFORMATION NO ABOVEGROUND STORAGE TANK DATA REPORTED FOR THIS FACILITY Back to Report Lmmary earthwww.aeo-search.com 888-396-0042 Order#169298 Job#421869 87 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Notice of Violations (NOW AP ID#5 Distance from Property: 0.011 mi.(58 ft.)WNW Elevation: 13 ft. SITE INFORMATION REFERENCE#: RN102452737 CUSTOMER#: CN603459660 NAME: STOP&GO 3 ADDRESS: 1504 WALDRON RD CITY: CORPUS CHRISTI STATE: TX ZI PCODE: 78418-4450 COUNTY: NUECES BUSINESS: REAL ESTATE INVESTMENTS CONTACT: JERRY MOK REGULATED ENTITY STREET ADDRESS: SITE DETAILS VIOLATION ISSUED: 11/02/10 CATEGORY: MINOR MEDIA: WASTE STATUS: RESOLVED ALLEGATION: FAILURE TO PROVIDE AN AMENDED REGISTRATION FOR ANY CHANGE OR ADDITIONAL INFORMATION REGARDING UST'S RESOLUTION DESCRIPTION: VIOLATION ISSUED: 11/02/10 CATEGORY: MODERATE MEDIA: WASTE STATUS: RESOLVED ALLEGATION: FAILURE TO PROVIDE AN AMENDED REGISTRATION FOR ANY CHANGE OR ADDITIONAL INFORMATION REGARDING UST'S RESOLUTION DESCRIPTION: Back to Report Lmmary earthwww.aeo-search.com 888-396-0042 Order#169298 Job#421869 88 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Petroleum Storage Tanks (PST) AP ID#5 Distance from Property: 0.011 mi.(58 ft.)WNW Elevation: 13 ft. FACILITY INFORMATION CONTACT INFORMATION ID#: 69453 NAME: MOHAMAD HASSAN NAME: FORMER STOP&GO 3 TITLE: ADDRESS: 1504 WALDRON RD ORGANIZATION: FORMER STOP&GO 3 CORPUS CHRISTI,TX 78418 MAIL ADDRESS: COUNTY: NUECES REGION: 14 PHONE: (915)2038840 0 TYPE: RETAIL BEGIN DATE: 10/01/1994 STATUS: INACTIVE EXEMPT STATUS: NO RECORDS OFF-SITE: YES NUMBER OF ACTIVE UNDERGROUND TANKS: 0 NUMBER OF ACTIVE ABOVEGROUND TANKS: 0 APPLICATION INFORMATION: RECEIVED DATE ON EARLIEST REGISTRATION FORM: 09/21/2018 SIGNATURE DATE ON EARLIEST REGISTRATION FORM: 03/14/2018 SIGNATURE NAME&TITLE: MOHAMAD HASSAN,OWNER ENFORCEMENT ACTION DATE: OWNER OWNER NUMBER: CN603459660 NAME: YEUNG REALTY INC CONTACT ADDRESS: 100 N CENTRAL EXPY STE 711 RICHARDSON TX 75080 TYPE: CORPORATION/COMPANY BEGIN DATE: 08/15/2008 CONTACT ROLE: OWNCON CONTACT NAME: JERRY MOK CONTACT TITLE: MGR ORGANIZATION: YEUNG REALTY INC PHONE: 9722721977 21 FAX: EMAIL: OWNER NUMBER: CN605574201 NAME: ALSHAZA LLC CONTACT ADDRESS: 5230 S OSO PKWY CORPUS CHRISTI TX 78413 TYPE: CORPORATION/COMPANY BEGIN DATE: 02/01/2018 CONTACT ROLE: OWNOPRCON CONTACT NAME: MOHAMAD HASSAN CONTACT TITLE: aw earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 89 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Petroleum Storage Tanks (PST) ORGANIZATION: ALSHAZA LLC PHONE: (915)2038840 0 FAX: EMAIL: OPERATOR OPERATOR NUMBER: CN605574201 NAME: ALSHAZA LLC CONTACT ADDRESS: 5230 S OSO PKWY CORPUS CHRISTI TX 78413 TYPE: CORPORATION/COMPANY BEGIN DATE: 02/01/2018 CONTACT ROLE: OWNOPRCON CONTACT NAME: MOHAMAD HASSAN CONTACT TITLE: ORGANIZATION: ALSHAZA LLC PHONE: (915)2038840 0 FAX: EMAIL: OPERATOR NUMBER: CN603459660 NAME: YEUNG REALTY INC CONTACT ADDRESS: 3306 W WALNUT ST STE 101 GARLAND TX 75042 TYPE: CORPORATION/COMPANY BEGIN DATE: 08/15/2008 CONTACT ROLE: OPRCON CONTACT NAME: MOK JERRY CONTACT TITLE: ORGANIZATION: YEUNG REALTY INC PHONE: (972)2721977 0 FAX: EMAIL: SELF-CERTIFICATION SELF-CERTIFICATION ID: 177931 SIGNATURE DATE: 03/12/2007 SIGNATURE NAME&TITLE: RAFAT J HANDAWY,PRIES FILING STATUS: RENEWAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 177930 SIGNATURE DATE: 05/20/2006 SIGNATURE NAME&TITLE: RAFAT J RANDAWY,PRIES FILING STATUS: INITIAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 177929 SIGNATURE DATE: 06/21/2005 SIGNATURE NAME&TITLE: JOANNE SCHAEFER,O&E SPECIALIST aw earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 90 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Petroleum Storage Tanks (PST) FILING STATUS: RENEWAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 177928 SIGNATURE DATE: 07/26/2004 SIGNATURE NAME&TITLE: JOANNE SCHAEFER, FILING STATUS: RENEWAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 177927 SIGNATURE DATE: 08/22/2003 SIGNATURE NAME&TITLE: JOANNE SCHAEFER, FILING STATUS: RENEWAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 177926 SIGNATURE DATE: 07/29/2002 SIGNATURE NAME&TITLE: JOANNE SCHAEFER,O&E SPEC FILING STATUS: RENEWAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 177925 SIGNATURE DATE: 01/09/2001 SIGNATURE NAME&TITLE: RAY MCNIECE,O&E SPEC FILING STATUS: INITIAL REGISTRATION FLAG: YES CONSTRUCTION NOTIFICATION NOTIFICATION CONSTRUCTION ID: 32581 APPLICATION RECEIVED DATE: 02/09/2018 SCHEDULE CONSTRUCTION DATE: 03/05/2018 GENERAL DESCRIPTION OF PROPOSED CONSTRUCTION: NEW OWNER OF LOCATION REMOVAL OF FUEL SYSTEM. NOTIFICATION CONSTRUCTION ID: 19639 APPLICATION RECEIVED DATE: 12/06/2001 SCHEDULE CONSTRUCTION DATE: 10/19/2001 GENERAL DESCRIPTION OF PROPOSED CONSTRUCTION: UNDERGROUND STORAGE TANK TANK ID: 1 NUMBER OF COMPARTMENTS: 1 INSTALLATION DATE: 10/01/1994 REGISTRATION DATE: 04/02/1997 TANK CAPACITY(GAL): 11527 EMPTY TANK: NOT EMPTY STATUS: REMOVED FROM GROUND STATUS BEGIN DATE: 03/07/2018 INTERNAL PROTECTION DATE: REGULATORY STATUS: FULLY REGULATED TANK DESIGN SINGLE WALL: YES TANK DESIGN DOUBLE WALL: NO PIPE DESIGN SINGLE WALL: NO PIPE DESIGN DOUBLE WALL: YES TANK DETAILS aw earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 91 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Petroleum Storage Tanks (PST) MATERIAL: FRP CORROSION PROTECTION: FRP TANK OR PIPING(NONCORRODIBLE) EXTERNAL CONTAINMENT: TANK COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE COMPARTMENT DETAILS UST COMPARTMENT ID: 173812 TANK ID: 1 COMPARTMENT LETTER:A SUBSTANCES: OTHER SUBSTANCES: CAPACITY(GAL): COMPARTMENT RELEASE DETECTION: SIR(STAT.INVENTORY RECONCILIATION)&INVENTORY CONTROL SPILL CONTAINMENT AND OVERFILL PREVENTION: TIGHT-FILL FITTING CONTAIN ER/BUCKET/SUMP,FACTORY-BUILT SPILL CONTAIN ER/BUCKET/SU MP,FLOW RESTRICTOR VALUE PIPING SYSTEMS MATERIAL: FRP CORROSION PROTECTION: FRP TANK OR PIPING(NONCORRODIBLE) EXTERNAL CONTAINMENT: CONNECTORS&VALVES: PIPING RELEASE DETECTION: AUTO. LINE LEAK DETECTOR(3.0 GPH FOR PRESSURE PIPING),SIR(STAT.INVENTORY RECONCILIATION)&INVENTORY CONTROL PIPE COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE TANK ID: 1 NUMBER OF COMPARTMENTS: 1 INSTALLATION DATE: 10/01/1994 REGISTRATION DATE: 04/02/1997 TANK CAPACITY(GAL): 11527 EMPTY TANK: EMPTY STATUS: TEMP OUT OF SERVICE STATUS BEGIN DATE: 07/31/2009 INTERNAL PROTECTION DATE: REGULATORY STATUS: FULLY REGULATED TANK DESIGN SINGLE WALL: YES TANK DESIGN DOUBLE WALL: NO PIPE DESIGN SINGLE WALL: NO PIPE DESIGN DOUBLE WALL: YES TANK DETAILS MATERIAL: FRP CORROSION PROTECTION: FRP TANK OR PIPING(NONCORRODIBLE) EXTERNAL CONTAINMENT: TANK COMPLIANCE FLAG aw earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 92 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Petroleum Storage Tanks (PST) CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE COMPARTMENT DETAILS UST COMPARTMENT ID: 173812 TANK ID: 1 COMPARTMENT LETTER:A SUBSTANCES: EMPTY OTHER SUBSTANCES: CAPACITY(GAL): COMPARTMENT RELEASE DETECTION: SIR(STAT.INVENTORY RECONCILIATION)&INVENTORY CONTROL SPILL CONTAINMENT AND OVERFILL PREVENTION: TIGHT-FILL FITTING CONTAIN ER/BUCKET/SUMP,FACTORY-BUILT SPILL CONTAIN ER/BUCKET/SU MP,FLOW RESTRICTOR VALUE PIPING SYSTEMS MATERIAL: FRP CORROSION PROTECTION: FRP TANK OR PIPING(NONCORRODIBLE) EXTERNAL CONTAINMENT: CONNECTORS&VALVES: PIPING RELEASE DETECTION: AUTO. LINE LEAK DETECTOR(3.0 GPH FOR PRESSURE PIPING),SIR(STAT.INVENTORY RECONCILIATION)&INVENTORY CONTROL PIPE COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE TANK ID: 2 NUMBER OF COMPARTMENTS: 1 INSTALLATION DATE: 10/01/1994 REGISTRATION DATE: 04/02/1997 TANK CAPACITY(GAL): 11527 EMPTY TANK: NOT EMPTY STATUS: REMOVED FROM GROUND STATUS BEGIN DATE: 03/07/2018 INTERNAL PROTECTION DATE: REGULATORY STATUS: FULLY REGULATED TANK DESIGN SINGLE WALL: YES TANK DESIGN DOUBLE WALL: NO PIPE DESIGN SINGLE WALL: NO PIPE DESIGN DOUBLE WALL: YES TANK DETAILS MATERIAL: FRP CORROSION PROTECTION: FRP TANK OR PIPING(NONCORRODIBLE) EXTERNAL CONTAINMENT: TANK COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE COMPARTMENT DETAILS UST COMPARTMENT ID: 173813 TANK ID:2 COMPARTMENT LETTER:A SUBSTANCES: aw earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 93 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Petroleum Storage Tanks (PST) OTHER SUBSTANCES: CAPACITY(GAL): COMPARTMENT RELEASE DETECTION: SIR(STAT.INVENTORY RECONCILIATION)&INVENTORY CONTROL SPILL CONTAINMENT AND OVERFILL PREVENTION: TIGHT-FILL FITTING CONTAIN ER/BUCKET/SUMP,FACTORY-BUILT SPILL CONTAIN ER/BUCKET/SU MP,FLOW RESTRICTOR VALUE PIPING SYSTEMS MATERIAL: FRP CORROSION PROTECTION: FRP TANK OR PIPING(NONCORRODIBLE) EXTERNAL CONTAINMENT: CONNECTORS&VALVES: PIPING RELEASE DETECTION: AUTO. LINE LEAK DETECTOR(3.0 GPH FOR PRESSURE PIPING),SIR(STAT.INVENTORY RECONCILIATION)&INVENTORY CONTROL PIPE COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE TANK ID: 2 NUMBER OF COMPARTMENTS: 1 INSTALLATION DATE: 10/01/1994 REGISTRATION DATE: 04/02/1997 TANK CAPACITY(GAL): 11527 EMPTY TANK: EMPTY STATUS: TEMP OUT OF SERVICE STATUS BEGIN DATE: 07/31/2009 INTERNAL PROTECTION DATE: REGULATORY STATUS: FULLY REGULATED TANK DESIGN SINGLE WALL: YES TANK DESIGN DOUBLE WALL: NO PIPE DESIGN SINGLE WALL: NO PIPE DESIGN DOUBLE WALL: YES TANK DETAILS MATERIAL: FRP CORROSION PROTECTION: FRP TANK OR PIPING(NONCORRODIBLE) EXTERNAL CONTAINMENT: TANK COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE COMPARTMENT DETAILS UST COMPARTMENT ID: 173813 TANK ID:2 COMPARTMENT LETTER:A SUBSTANCES: EMPTY OTHER SUBSTANCES: CAPACITY(GAL): COMPARTMENT RELEASE DETECTION: SIR(STAT.INVENTORY RECONCILIATION)&INVENTORY CONTROL SPILL CONTAINMENT AND OVERFILL PREVENTION: TIGHT-FILL FITTING CONTAIN ER/BUCKET/SUMP,FACTORY-BUILT SPILL CONTAIN ER/BUCKET/SU MP,FLOW RESTRICTOR VALUE PIPING SYSTEMS MATERIAL: FRP aw earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 94 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Petroleum Storage Tanks (PST) CORROSION PROTECTION: FRP TANK OR PIPING(NONCORRODIBLE) EXTERNAL CONTAINMENT: CONNECTORS&VALVES: PIPING RELEASE DETECTION: AUTO. LINE LEAK DETECTOR(3.0 GPH FOR PRESSURE PIPING),SIR(STAT.INVENTORY RECONCILIATION)&INVENTORY CONTROL PIPE COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE ABOVEGROUND STORAGE TANK INFORMATION NO ABOVEGROUND STORAGE TANK DATA REPORTED FOR THIS FACILITY Back to Report Lmmary earthwww.aeo-search.com 888-396-0042 Order#169298 Job#421869 95 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Facility Registry System (FRSTX) AP ID#6 Distance from Property: 0.013 mi.(69 ft.)WNW Elevation: 13 ft. FACILITY INFORMATION REGISTRY ID: 110070169620 NAME: FIRE LOCATION ADDRESS: 1801 WALDRON RD CORPUS CHRISTI,TX 78418-4529 COUNTY: NUECES EPA REGION: 06 FEDERAL FACILITY: TRIBAL LAND: ALTERNATIVE NAME/S: NO ALTERNATIVE NAME(S)LISTED FOR THIS FACILITY PROGRAM/S LISTED FOR THIS FACILITY *DEFINITION NOT PROVIDED BY REPORTING AGENCY STANDARD INDUSTRIAL CLASSIFICATION/S(SIC) NO SIC DATA REPORTED NORTH AMERICAN INDUSTRY CLASSIFICATION/S(NAICS) NO NAICS DATA REPORTED Back to Report Lmmary ju earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 96 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Petroleum Storage Tanks (PST) AP ID#6 Distance from Property: 0.013 mi.(69 ft.)WNW Elevation: 13 ft. FACILITY INFORMATION CONTACT INFORMATION I D#: 48917 NAME: NAME: FIRE TITLE: ADDRESS: 1801 WALDRON RD ORGANIZATION: FIRE CORPUS CHRISTI,TX 78418 MAIL ADDRESS: COUNTY: NUECES REGION: 14 PHONE: (512)8528683 0 TYPE: UNKNOWN BEGIN DATE: 08/18/1989 STATUS: INACTIVE EXEMPT STATUS: NO RECORDS OFF-SITE: NO NUMBER OF ACTIVE UNDERGROUND TANKS: 0 NUMBER OF ACTIVE ABOVEGROUND TANKS: 0 APPLICATION INFORMATION: RECEIVED DATE ON EARLIEST REGISTRATION FORM: 08/15/1989 SIGNATURE DATE ON EARLIEST REGISTRATION FORM: 08/10/1989 SIGNATURE NAME&TITLE: SAME,SAME ENFORCEMENT ACTION DATE: OWNER OWNER NUMBER: CN600131858 NAME: CITY OF CORPUS CHRISTI CONTACT ADDRESS: TYPE: CITY GOVERNMENT BEGIN DATE: 08/18/1989 CONTACT ROLE: CONTACT NAME: CONTACT TITLE: ORGANIZATION: PHONE: FAX: EMAIL: OPERATOR NO OPERATOR INFORMATION REPORTED SELF-CERTIFICATION -NO SELF-CERTIFICATION INFORMATION REPORTED- CONSTRUCTION NOTIFICATION NO CONSTRUCTION NOTIFICATION DATA REPORTED FOR THIS FACILITY UNDERGROUND STORAGE TANK TANK ID: 1129 NUMBER OF COMPARTMENTS: 1 INSTALLATION DATE:01/01/1973 REGISTRATION DATE: 08/15/1989 aw earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 97 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Petroleum Storage Tanks (PST) TANK CAPACITY(GAL): 560 EMPTY TANK: NOT EMPTY STATUS: REMOVED FROM GROUND STATUS BEGIN DATE: 10/15/1993 INTERNAL PROTECTION DATE: REGULATORY STATUS: FULLY REGULATED TANK DESIGN SINGLE WALL: NO TANK DESIGN DOUBLE WALL: NO PIPE DESIGN SINGLE WALL: NO PIPE DESIGN DOUBLE WALL: NO TANK DETAILS MATERIAL: STEEL CORROSION PROTECTION: EXTERNAL CONTAINMENT: TANK COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: NO CORROSION PROTECTION VARIANCE: NO VARIANCE COMPARTMENT DETAILS UST COMPARTMENT ID:63392 TANK ID: 1129 COMPARTMENT LETTER:A SUBSTANCES: GASOLINE OTHER SUBSTANCES: CAPACITY(GAL): 560 COMPARTMENT RELEASE DETECTION: SPILL CONTAINMENT AND OVERFILL PREVENTION: PIPING SYSTEMS MATERIAL: STEEL CORROSION PROTECTION: EXTERNAL CONTAINMENT: CONNECTORS&VALVES: PIPING RELEASE DETECTION: PIPE COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: NO CORROSION PROTECTION VARIANCE: NO VARIANCE ABOVEGROUND STORAGE TANK INFORMATION NO ABOVEGROUND STORAGE TANK DATA REPORTED FOR THIS FACILITY Back to Report Lmmary earthwww.aeo-search.com 888-396-0042 Order#169298 Job#421869 98 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Enforcement and Compliance History Information (ECHOR06) AP ID#7 Distance from Property: 0.014 mi.(74 ft.)WNW Elevation: 14 ft. FACILITY INFORMATION UNIQUE ID: 110034705317 REGISTRY ID: 110034705317 NAME: CIRCLE K 2134 ADDRESS: 10361 S PADRE ISLAND DR CORPUS CHRISTI,TX 78418 COUNTY: NUECES FACILITY LINK: Facilitv Detail Report Back to Report Lmmary rcwww.aeo-search.com 888-396-0042 Order#169298 Job#421869 99 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Facility Registry System (FRSTX) AP ID#7 Distance from Property: 0.014 mi.(74 ft.)WNW Elevation: 14 ft. FACILITY INFORMATION REGISTRY ID: 110030914697 NAME: STRIPES#2134 LOCATION ADDRESS: 10361 S PADRE ISLAND DR CORPUS CHRISTI,TX 78418 COUNTY: NUECES EPA REGION: 06 FEDERAL FACILITY: TRIBAL LAND: ALTERNATIVE NAME/S: NO ALTERNATIVE NAME(S)LISTED FOR THIS FACILITY PROGRAM/S LISTED FOR THIS FACILITY *DEFINITION NOT PROVIDED BY REPORTING AGENCY STANDARD INDUSTRIAL CLASSIFICATION/S(SIC) NO SIC DATA REPORTED NORTH AMERICAN INDUSTRY CLASSIFICATION/S(NAICS) NO NAICS DATA REPORTED Back to Report Lmmary ju earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 100 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Facility Registry System (FRSTX) AP ID#7 Distance from Property: 0.014 mi.(74 ft.)WNW Elevation: 14 ft. FACILITY INFORMATION REGISTRY ID: 110034705317 NAME: CIRCLE K 2134 LOCATION ADDRESS: 10361 S PADRE ISLAND DR CORPUS CHRISTI,TX 78418-4407 COUNTY: NUECES EPA REGION: 06 FEDERAL FACILITY: TRIBAL LAND: ALTERNATIVE NAME/S: NO ALTERNATIVE NAME(S)LISTED FOR THIS FACILITY PROGRAM/S LISTED FOR THIS FACILITY *DEFINITION NOT PROVIDED BY REPORTING AGENCY STANDARD INDUSTRIAL CLASSIFICATION/S(SIC) 5541 -GASOLINE SERVICE STATIONS NORTH AMERICAN INDUSTRY CLASSIFICATION/S(NAICS) NO NAICS DATA REPORTED Back to Report Lmmary ju earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 101 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Integrated Compliance Information System National Pollutant Discharge Elimination System ICISNPDES AP ID# Distance from Property: 0.014 mi.(74 ft.)WNW 7 Elevation: 14 ft. FACILITY INFORMATION GEOSEARCH ID: TXG830529INPDES NPDES ID: TXG830529 FACILITY#: 110034705317 NAME: STRIPES 2134 PHYSICAL ADDRESS: 10361 S PADRE ISLAND DR CITY OF CORPUS CHRISTI TX 78418-4407 COUNTY: NUECES FACILITY TYPE: NOT REPORTED IMPAIRED WATERS: NOT REPORTED STANDARD INDUSTRIAL CLASSIFICATION 5541-GASOLINE SERVICE STATIONS PERMITS FACILITY TYPE INDICATOR: NON-POTABLE WATER PERMIT TYPE: GENERAL PERMIT COVERED FACILITY MAJOR MINOR FACILITY: MINOR DISCHARGER PERMIT STATUS: TERMINATED WATER BODY: UNNAMED STORM DRAIN ALONG SPID PERMIT NAME: APPLIED PETROLEUM TECHNOLOGIES LTD AGENCY TYPE: STATE ORIGINAL ISSUE DATE: 4/15/2015 ISSUE DATE: 4/15/2015 ISSUING AGENCY: NOT REPORTED EFFECTIVE DATE: 5/1/2015 EXPIRATION DATE: 9/12/2018 RETIREMENT DATE: NOT REPORTED TERMINATION DATE: 1/15/2016 PERMIT COMPLIANCE STATUS: YES PERMIT SUBJECT TO DMR RUN: NOT REPORTED REPORTABLE NONCOMPLIANCE TRACKING IS ON: YES INSPECTIONS -NO INSPECTIONS REPORTED- HISTORIC COMPLIANCE HISTORIC NON-COMPLIANCE QUARTER(YYYYQ): 20162 HISTORIC NON-COMPLIANCE: W NUMBER OF E90 VIOLATIONS: 0 NUMBER OF COMPLIANCE SCHEDULE VIOLATIONS: 0 NUMBER OF SINGLE EVENT VIOLATIONS: 0 NUMBER OF PERMIT SCHEDULE VIOLATIONS: 0 HISTORIC NON-COMPLIANCE QUARTER(YYYYQ): 20161 HISTORIC NON-COMPLIANCE: W NUMBER OF E90 VIOLATIONS: 0 earthwww.aeo-search.com 888-396-0042 Order#169298 Job#421869 102 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Integrated Compliance Information System National Pollutant Discharge Elimination System ICISNPDES NUMBER OF COMPLIANCE SCHEDULE VIOLATIONS: 0 NUMBER OF SINGLE EVENT VIOLATIONS: 0 NUMBER OF PERMIT SCHEDULE VIOLATIONS: 0 HISTORIC NON-COMPLIANCE QUARTER(YYYYQ): 20154 HISTORIC NON-COMPLIANCE: W NUMBER OF E90 VIOLATIONS: 0 NUMBER OF COMPLIANCE SCHEDULE VIOLATIONS: 0 NUMBER OF SINGLE EVENT VIOLATIONS: 0 NUMBER OF PERMIT SCHEDULE VIOLATIONS: 0 HISTORIC NON-COMPLIANCE QUARTER(YYYYQ): 20153 HISTORIC NON-COMPLIANCE: V NUMBER OF E90 VIOLATIONS: 0 NUMBER OF COMPLIANCE SCHEDULE VIOLATIONS: 0 NUMBER OF SINGLE EVENT VIOLATIONS: 0 NUMBER OF PERMIT SCHEDULE VIOLATIONS: 0 SINGLE EVENT VIOLATIONS -NO SINGLE EVENT VIOLATIONS REPORTED- FORMAL ENFORCEMENT ACTIONS -NO FORMAL ENFORCEMENT ACTIONS REPORTED- EFFLUENT VIOLATIONS VIOLATION: D90-DMR, LIMITED-OVERDUE PARAMETER: 22417-METHYL TERT-BUTYL ETHER[MTBE] MONITORING END DATE: 08/31/2015 EXCEEDENCE LIMIT PERCENTAGE: NOT REPORTED VALUE QUALIFIER CODE: NOT REPORTED UNIT CODE: NOT REPORTED VALUE RECEIVED DATE: 12/10/2015 DAYS LATE: 81 STANDARD UNITS: NOT REPORTED LIMIT VALUE TYPE: CONCENTRATION 2 RNC DETECTION: NON-RECEIPT OF DMR/SCHEDULE REPORT RNC DETECTION DATE: 10/21/2015 RNC RESOLUTION: RE-BACK INTO COMPLIANCE RNC RESOLUTION DATE: 12/10/2015 VIOLATION: D90-DMR, LIMITED-OVERDUE PARAMETER: 34030-BENZENE MONITORING END DATE: 10/31/2015 EXCEEDENCE LIMIT PERCENTAGE: NOT REPORTED VALUE QUALIFIER CODE: NOT REPORTED UNIT CODE: NOT REPORTED VALUE RECEIVED DATE: NOT REPORTED DAYS LATE: NOT REPORTED STANDARD UNITS: NOT REPORTED ju earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 103 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Integrated Compliance Information System National Pollutant Discharge Elimination System ICISNPDES LIMIT VALUE TYPE: CONCENTRATION 2 RNC DETECTION: NON-RECEIPT OF DMR/SCHEDULE REPORT RNC DETECTION DATE: 12/21/2015 RNC RESOLUTION: RE-MANUAL BY EPA/STATE/TRIBAL ACTION RNC RESOLUTION DATE: 12/31/2016 VIOLATION: D90-DMR, LIMITED-OVERDUE PARAMETER: 00400-PH MONITORING END DATE: 05/31/2015 EXCEEDENCE LIMIT PERCENTAGE: NOT REPORTED VALUE QUALIFIER CODE: NOT REPORTED UNIT CODE: NOT REPORTED VALUE RECEIVED DATE: 12/10/2015 DAYS LATE: 173 STANDARD UNITS: NOT REPORTED LIMIT VALUE TYPE: CONCENTRATION 1 RNC DETECTION: NOT REPORTED RNC DETECTION DATE: NOT REPORTED RNC RESOLUTION: NOT REPORTED RNC RESOLUTION DATE: NOT REPORTED EFFLUENT VIOLATIONS contd.. VIOLATION: D90-DMR, LIMITED-OVERDUE PARAMETER: 22417-METHYL TERT-BUTYL ETHER[MTBE] MONITORING END DATE: 07/31/2015 EXCEEDENCE LIMIT PERCENTAGE: NOT REPORTED VALUE QUALIFIER CODE: NOT REPORTED UNIT CODE: NOT REPORTED VALUE RECEIVED DATE: 12/10/2015 DAYS LATE: 112 STANDARD UNITS: NOT REPORTED LIMIT VALUE TYPE: CONCENTRATION 2 RNC DETECTION: NON-RECEIPT OF DMR/SCHEDULE REPORT RNC DETECTION DATE: 09/20/2015 RNC RESOLUTION: RE-BACK INTO COMPLIANCE RNC RESOLUTION DATE: 12/10/2015 VIOLATION: D90-DMR, LIMITED-OVERDUE PARAMETER: 00400-PH MONITORING END DATE: 12/31/2015 EXCEEDENCE LIMIT PERCENTAGE: NOT REPORTED VALUE QUALIFIER CODE: NOT REPORTED UNIT CODE: NOT REPORTED VALUE RECEIVED DATE: NOT REPORTED DAYS LATE: NOT REPORTED STANDARD UNITS: NOT REPORTED LIMIT VALUE TYPE: CONCENTRATION 1 ju earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 104 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Integrated Compliance Information System National Pollutant Discharge Elimination System ICISNPDES RNC DETECTION: NOT REPORTED RNC DETECTION DATE: NOT REPORTED RNC RESOLUTION: NOT REPORTED RNC RESOLUTION DATE: NOT REPORTED EFFLUENT VIOLATIONS contd.. VIOLATION: D90-DMR, LIMITED-OVERDUE PARAMETER: 82180-HYDROCARBONS,PETROLEUM MONITORING END DATE: 09/30/2015 EXCEEDENCE LIMIT PERCENTAGE: NOT REPORTED VALUE QUALIFIER CODE: NOT REPORTED UNIT CODE: NOT REPORTED VALUE RECEIVED DATE: 12/10/2015 DAYS LATE: 51 STANDARD UNITS: NOT REPORTED LIMIT VALUE TYPE: CONCENTRATION 2 RNC DETECTION: NON-RECEIPT OF DMR/SCHEDULE REPORT RNC DETECTION DATE: 11/20/2015 RNC RESOLUTION: RE-BACK INTO COMPLIANCE RNC RESOLUTION DATE: 12/10/2015 VIOLATION: D90-DMR, LIMITED-OVERDUE PARAMETER: 34030-BENZENE MONITORING END DATE: 09/30/2015 EXCEEDENCE LIMIT PERCENTAGE: NOT REPORTED VALUE QUALIFIER CODE: NOT REPORTED UNIT CODE: NOT REPORTED VALUE RECEIVED DATE: 12/10/2015 DAYS LATE: 51 STANDARD UNITS: NOT REPORTED LIMIT VALUE TYPE: CONCENTRATION 2 RNC DETECTION: NON-RECEIPT OF DMR/SCHEDULE REPORT RNC DETECTION DATE: 11/20/2015 RNC RESOLUTION: RE-BACK INTO COMPLIANCE RNC RESOLUTION DATE: 12/10/2015 VIOLATION: D90-DMR, LIMITED-OVERDUE PARAMETER: 30383-BENZENE, ETHYLBENZENE,TOLUENE,XYLENE COMBINATION MONITORING END DATE: 07/31/2015 EXCEEDENCE LIMIT PERCENTAGE: NOT REPORTED VALUE QUALIFIER CODE: NOT REPORTED UNIT CODE: NOT REPORTED VALUE RECEIVED DATE: 12/10/2015 DAYS LATE: 112 STANDARD UNITS: NOT REPORTED LIMIT VALUE TYPE: CONCENTRATION 2 RNC DETECTION: NON-RECEIPT OF DMR/SCHEDULE REPORT ju earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 105 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Integrated Compliance Information System National Pollutant Discharge Elimination System ICISNPDES RNC DETECTION DATE: 09/20/2015 RNC RESOLUTION: RE-BACK INTO COMPLIANCE RNC RESOLUTION DATE: 12/10/2015 VIOLATION: D90-DMR, LIMITED-OVERDUE PARAMETER: 22417-METHYL TERT-BUTYL ETHER[MTBE] MONITORING END DATE: 11/30/2015 EXCEEDENCE LIMIT PERCENTAGE: NOT REPORTED VALUE QUALIFIER CODE: NOT REPORTED UNIT CODE: NOT REPORTED VALUE RECEIVED DATE: NOT REPORTED DAYS LATE: NOT REPORTED STANDARD UNITS: NOT REPORTED LIMIT VALUE TYPE: CONCENTRATION 3 RNC DETECTION: NON-RECEIPT VIOLATION,NON-MONTHLY AVERAGE RNC DETECTION DATE: 01/20/2016 RNC RESOLUTION: RE-MANUAL BY EPA/STATE/TRIBAL ACTION RNC RESOLUTION DATE: 12/31/2016 VIOLATION: D90-DMR, LIMITED-OVERDUE PARAMETER: 34030-BENZENE MONITORING END DATE: 05/31/2015 EXCEEDENCE LIMIT PERCENTAGE: NOT REPORTED VALUE QUALIFIER CODE: NOT REPORTED UNIT CODE: NOT REPORTED VALUE RECEIVED DATE: 12/10/2015 DAYS LATE: 173 STANDARD UNITS: NOT REPORTED LIMIT VALUE TYPE: CONCENTRATION 2 RNC DETECTION: NON-RECEIPT OF DMR/SCHEDULE REPORT RNC DETECTION DATE: 07/21/2015 RNC RESOLUTION: RE-BACK INTO COMPLIANCE RNC RESOLUTION DATE: 12/10/2015 VIOLATION: D90-DMR, LIMITED-OVERDUE PARAMETER: 30383-BENZENE, ETHYLBENZENE,TOLUENE,XYLENE COMBINATION MONITORING END DATE: 07/31/2015 EXCEEDENCE LIMIT PERCENTAGE: NOT REPORTED VALUE QUALIFIER CODE: NOT REPORTED UNIT CODE: NOT REPORTED VALUE RECEIVED DATE: 12/10/2015 DAYS LATE: 112 STANDARD UNITS: NOT REPORTED LIMIT VALUE TYPE: CONCENTRATION 3 RNC DETECTION: NON-RECEIPT VIOLATION,NON-MONTHLY AVERAGE RNC DETECTION DATE: 09/20/2015 RNC RESOLUTION: RE-BACK INTO COMPLIANCE ju earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 106 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Integrated Compliance Information System National Pollutant Discharge Elimination System ICISNPDES RNC RESOLUTION DATE: 12/10/2015 VIOLATION: D90-DMR, LIMITED-OVERDUE PARAMETER: 22456-POLYNUCLEAR AROMATIC HYDROCARBONS[PAHS] MONITORING END DATE: 09/30/2015 EXCEEDENCE LIMIT PERCENTAGE: NOT REPORTED VALUE QUALIFIER CODE: NOT REPORTED UNIT CODE: NOT REPORTED VALUE RECEIVED DATE: 12/10/2015 DAYS LATE: 51 STANDARD UNITS: NOT REPORTED LIMIT VALUE TYPE: CONCENTRATION 2 RNC DETECTION: NON-RECEIPT OF DMR/SCHEDULE REPORT RNC DETECTION DATE: 11/20/2015 RNC RESOLUTION: RE-BACK INTO COMPLIANCE RNC RESOLUTION DATE: 12/10/2015 VIOLATION: D90-DMR, LIMITED-OVERDUE PARAMETER: 82180-HYDROCARBONS,PETROLEUM MONITORING END DATE: 10/31/2015 EXCEEDENCE LIMIT PERCENTAGE: NOT REPORTED VALUE QUALIFIER CODE: NOT REPORTED UNIT CODE: NOT REPORTED VALUE RECEIVED DATE: NOT REPORTED DAYS LATE: NOT REPORTED STANDARD UNITS: NOT REPORTED LIMIT VALUE TYPE: CONCENTRATION 2 RNC DETECTION: NON-RECEIPT OF DMR/SCHEDULE REPORT RNC DETECTION DATE: 12/21/2015 RNC RESOLUTION: RE-MANUAL BY EPA/STATE/TRIBAL ACTION RNC RESOLUTION DATE: 12/31/2016 VIOLATION: D90-DMR, LIMITED-OVERDUE PARAMETER: 00400-PH MONITORING END DATE: 09/30/2015 EXCEEDENCE LIMIT PERCENTAGE: NOT REPORTED VALUE QUALIFIER CODE: NOT REPORTED UNIT CODE: NOT REPORTED VALUE RECEIVED DATE: 12/10/2015 DAYS LATE: 51 STANDARD UNITS: NOT REPORTED LIMIT VALUE TYPE: CONCENTRATION 3 RNC DETECTION: NON-RECEIPT VIOLATION,NON-MONTHLY AVERAGE RNC DETECTION DATE: 11/20/2015 RNC RESOLUTION: RE-BACK INTO COMPLIANCE RNC RESOLUTION DATE: 12/10/2015 earthwww.aeo-search.com 888-396-0042 Order#169298 Job#421869 107 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Integrated Compliance Information System National Pollutant Discharge Elimination System (ICISNPDES) Back.to.RepgLLSummary Ge�)Search www.aeo-search.com 888-396-0042 Order#169298 Job#421869 108 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Leaking Petroleum Storage Tanks (LPST) AP ID#7 Distance from Property: 0.014 mi.(74 ft.)WNW Elevation: 14 ft. FACILITY INFORMATION GEOSEARCH ID: 093438 LPST ID:093438 FACILITY ID: 39278 NAME: TEXAS STAR STORE 154 ADDRESS: 10361 S PADRE ISLAND DR CORPUS CHRISTI,TX 78418 LEAKING TANK DETAILS LPST ID:093438 NAME: TEXAS STAR STORE 154 FACILITY LOCATION: PRIORITY CODE: 4.1 -GW IMPACTED NO APPARENT THREATS OR IMPACTS TO RECEPTORS CORRECTIVE ACTION STATUS CODE: 6A-FINAL CONCURRENCE ISSUED CORRECTIVE ACTION START DATE: DISCOVERED DATE: 08/01/1989 REPORTED DATE: 08/17/1989 ENTERED DATE: 08/18/1989 CLOSURE DATE: 07/15/2003 PRP INFORMATION NAME: ADDRESS: CORPUS CHRISTI TX 78403 CONTACT: PHONE: UNDERGROUND STORAGE TANK TANK ID: 1 NUMBER OF COMPARTMENTS: 1 INSTALLATION DATE:01/01/1982 REGISTRATION DATE: 05/08/1986 TANK CAPACITY(GAL): 10152 EMPTY TANK: NOT EMPTY STATUS: IN USE STATUS BEGIN DATE: 01/01/1982 INTERNAL PROTECTION DATE: REGULATORY STATUS: FULLY REGULATED TANK DESIGN SINGLE WALL: YES TANK DESIGN DOUBLE WALL: NO PIPE DESIGN SINGLE WALL: YES PIPE DESIGN DOUBLE WALL: NO TANK DETAILS MATERIAL: STEEL CORROSION PROTECTION: CATHODIC PROTECTION-FIELD INSTALLATION EXTERNAL CONTAINMENT: TANK COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES earthwww.aeo-search.com 888-396-0042 Order#169298 Job#421869 109 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Leaking Petroleum Storage Tanks (LPST) CORROSION PROTECTION VARIANCE: NO VARIANCE COMPARTMENT DETAILS UST COMPARTMENT ID: 111452 TANK ID: 1 COMPARTMENT LETTER:A SUBSTANCES: GASOLINE OTHER SUBSTANCES: CAPACITY(GAL): 10152 COMPARTMENT RELEASE DETECTION: INTERSTITIAL MONITORING WITHIN SECONDARY WALL/JACKET SPILL CONTAINMENT AND OVERFILL PREVENTION: TIGHT-FILL FITTING CONTAIN ER/BUCKET/SUMP,FACTORY-BUILT SPILL CONTAIN ER/BUCKET/SU MP,DELIVERY SHUT-OFF VALVE,FLOW RESTRICTOR VALUE PIPING SYSTEMS MATERIAL: FRP CORROSION PROTECTION: FRP TANK OR PIPING(NONCORRODIBLE) EXTERNAL CONTAINMENT: CONNECTORS&VALVES: CORROSION PROTECTION: FRP TANK OR PIPING(NONCORRODIBLE) PIPE COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE TANK ID: 2 NUMBER OF COMPARTMENTS: 1 INSTALLATION DATE:01/01/1982 REGISTRATION DATE: 05/08/1986 TANK CAPACITY(GAL): 10152 EMPTY TANK: NOT EMPTY STATUS: IN USE STATUS BEGIN DATE: 01/01/1982 INTERNAL PROTECTION DATE: REGULATORY STATUS: FULLY REGULATED TANK DESIGN SINGLE WALL: YES TANK DESIGN DOUBLE WALL: NO PIPE DESIGN SINGLE WALL: YES PIPE DESIGN DOUBLE WALL: NO TANK DETAILS MATERIAL: STEEL CORROSION PROTECTION: CATHODIC PROTECTION-FIELD INSTALLATION EXTERNAL CONTAINMENT: TANK COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE COMPARTMENT DETAILS UST COMPARTMENT ID: 111455 TANK ID:2 COMPARTMENT LETTER:A SUBSTANCES: GASOLINE OTHER SUBSTANCES: CAPACITY(GAL): 10152 COMPARTMENT RELEASE DETECTION: INTERSTITIAL MONITORING WITHIN SECONDARY WALL/JACKET earthwww.aeo-search.com 888-396-0042 Order#169298 Job#421869 110 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Leaking Petroleum Storage Tanks (LPST) SPILL CONTAINMENT AND OVERFILL PREVENTION: TIGHT-FILL FITTING CONTAIN ER/BUCKET/SUMP,FACTORY-BUILT SPILL CONTAIN ER/BUCKET/SU MP,DELIVERY SHUT-OFF VALVE,FLOW RESTRICTOR VALUE PIPING SYSTEMS MATERIAL: FRP CORROSION PROTECTION: FRP TANK OR PIPING(NONCORRODIBLE) EXTERNAL CONTAINMENT: CONNECTORS&VALVES: CORROSION PROTECTION: FRP TANK OR PIPING(NONCORRODIBLE) PIPE COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE TANK ID: 3 NUMBER OF COMPARTMENTS: 2 INSTALLATION DATE:01/01/1982 REGISTRATION DATE: 05/08/1986 TANK CAPACITY(GAL): 10000 EMPTY TANK: NOT EMPTY STATUS: IN USE STATUS BEGIN DATE: 01/01/1982 INTERNAL PROTECTION DATE: REGULATORY STATUS: FULLY REGULATED TANK DESIGN SINGLE WALL: YES TANK DESIGN DOUBLE WALL: NO PIPE DESIGN SINGLE WALL: YES PIPE DESIGN DOUBLE WALL: NO TANK DETAILS MATERIAL: STEEL CORROSION PROTECTION: CATHODIC PROTECTION-FIELD INSTALLATION EXTERNAL CONTAINMENT: TANK COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE COMPARTMENT DETAILS UST COMPARTMENT ID: 111454 TANK ID:3 COMPARTMENT LETTER:A SUBSTANCES: GASOLINE OTHER SUBSTANCES: CAPACITY(GAL): 5000 COMPARTMENT RELEASE DETECTION: INTERSTITIAL MONITORING WITHIN SECONDARY WALL/JACKET SPILL CONTAINMENT AND OVERFILL PREVENTION: TIGHT-FILL FITTING CONTAIN ER/BUCKET/SUMP,FACTORY-BUILT SPILL CONTAIN ER/BUCKET/SU MP,DELIVERY SHUT-OFF VALVE,FLOW RESTRICTOR VALUE PIPING SYSTEMS MATERIAL: FRP CORROSION PROTECTION: FRP TANK OR PIPING(NONCORRODIBLE) EXTERNAL CONTAINMENT: CONNECTORS&VALVES: CORROSION PROTECTION: FRP TANK OR PIPING(NONCORRODIBLE) earthwww.aeo-search.com 888-396-0042 Order#169298 Job#421869 111 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Leaking Petroleum Storage Tanks (LPST) PIPE COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE TANK ID: 3 NUMBER OF COMPARTMENTS: 2 INSTALLATION DATE:01/01/1982 REGISTRATION DATE: 05/08/1986 TANK CAPACITY(GAL): 10000 EMPTY TANK: NOT EMPTY STATUS: IN USE STATUS BEGIN DATE: 01/01/1982 INTERNAL PROTECTION DATE: REGULATORY STATUS: FULLY REGULATED TANK DESIGN SINGLE WALL: YES TANK DESIGN DOUBLE WALL: NO PIPE DESIGN SINGLE WALL: YES PIPE DESIGN DOUBLE WALL: NO TANK DETAILS MATERIAL: STEEL CORROSION PROTECTION: CATHODIC PROTECTION-FIELD INSTALLATION EXTERNAL CONTAINMENT: TANK COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE COMPARTMENT DETAILS UST COMPARTMENT ID: 188371 TANK ID:3 COMPARTMENT LETTER: B SUBSTANCES: GASOLINE OTHER SUBSTANCES: CAPACITY(GAL): 5000 COMPARTMENT RELEASE DETECTION: INTERSTITIAL MONITORING WITHIN SECONDARY WALL/JACKET SPILL CONTAINMENT AND OVERFILL PREVENTION: TIGHT-FILL FITTING CONTAIN ER/BUCKET/SUMP,FACTORY-BUILT SPILL CONTAIN ER/BUCKET/SU MP,DELIVERY SHUT-OFF VALVE,FLOW RESTRICTOR VALUE PIPING SYSTEMS MATERIAL: FRP CORROSION PROTECTION: FRP TANK OR PIPING(NONCORRODIBLE) EXTERNAL CONTAINMENT: CONNECTORS&VALVES: CORROSION PROTECTION: FRP TANK OR PIPING(NONCORRODIBLE) PIPE COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE TANK ID: 4 NUMBER OF COMPARTMENTS: 1 INSTALLATION DATE:01/01/1982 REGISTRATION DATE: 05/08/1986 TANK CAPACITY(GAL): 10152 EMPTY TANK: NOT EMPTY STATUS: IN USE STATUS BEGIN DATE: 01/01/1982 INTERNAL PROTECTION DATE: REGULATORY STATUS: FULLY REGULATED TANK DESIGN SINGLE WALL: YES TANK DESIGN DOUBLE WALL: NO aw earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 112 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Leaking Petroleum Storage Tanks (LPST) PIPE DESIGN SINGLE WALL: YES PIPE DESIGN DOUBLE WALL: NO TANK DETAILS MATERIAL: STEEL CORROSION PROTECTION: CATHODIC PROTECTION-FIELD INSTALLATION,FRP TANK OR PIPING(NONCORRODIBLE) EXTERNAL CONTAINMENT: TANK COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE COMPARTMENT DETAILS UST COMPARTMENT ID: 111453 TANK ID:4 COMPARTMENT LETTER:A SUBSTANCES: GASOLINE OTHER SUBSTANCES: CAPACITY(GAL): 10152 COMPARTMENT RELEASE DETECTION: INTERSTITIAL MONITORING WITHIN SECONDARY WALL/JACKET SPILL CONTAINMENT AND OVERFILL PREVENTION: TIGHT-FILL FITTING CONTAIN ER/BUCKET/SUMP,FACTORY-BUILT SPILL CONTAIN ER/BUCKET/SU MP,FLOW RESTRICTOR VALUE PIPING SYSTEMS MATERIAL: FRP CORROSION PROTECTION: FRP TANK OR PIPING(NONCORRODIBLE) EXTERNAL CONTAINMENT: CONNECTORS&VALVES: CORROSION PROTECTION: FRP TANK OR PIPING(NONCORRODIBLE) PIPE COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE ABOVEGROUND STORAGE TANK INFORMATION NO ABOVEGROUND STORAGE TANK DATA REPORTED FOR THIS FACILITY Back to Report LMmary earthwww.aeo-search.com 888-396-0042 Order#169298 Job#421869 113 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Notice of Violations (NOW AP ID#7 Distance from Property: 0.014 mi.(74 ft.)WNW Elevation: 14 ft. SITE INFORMATION REFERENCE#: RN102353497 CUSTOMER#: CN603241563 NAME: STRIPES 2134 ADDRESS: 10361 S PADRE ISLAND DR CITY: CORPUS CHRISTI STATE: TX ZI PCODE: 78418-4407 COUNTY: NUECES BUSINESS: RETAIL CONTACT: CRAIG SCOTTON REGULATED ENTITY STREET ADDRESS: SITE DETAILS VIOLATION ISSUED: 08/04/01 CATEGORY: MODERATE MEDIA: WASTE STATUS: RESOLVED ALLEGATION: FAILURE TO INSPECT AND TEST ALL CATHODIC PROTECTION SYSTEMS AT LEAST ONCE EVERY 3 YEARS. RESOLUTION DESCRIPTION: Back to Report LMmary earthwww.aeo-search.com 888-396-0042 Order#169298 Job#421869 114 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Petroleum Storage Tanks (PST) AP ID#7 Distance from Property: 0.014 mi.(74 ft.)WNW Elevation: 14 ft. FACILITY INFORMATION CONTACT INFORMATION ID#: 39278 NAME: PEGGIE BETZ NAME: 7-ELEVEN STORE 40821 TITLE: REGION COMP SPEC ADDRESS: 10361 S PADRE ISLAND DR ORGANIZATION: 7-ELEVEN STORE 40821 CORPUS CHRISTI,TX 78418 MAIL ADDRESS: COUNTY: NUECES REGION: 14 PHONE: (972)8287805 0 TYPE: RETAIL BEGIN DATE: 09/01/1988 STATUS: ACTIVE EXEMPT STATUS: NO RECORDS OFF-SITE: YES NUMBER OF ACTIVE UNDERGROUND TANKS: 4 NUMBER OF ACTIVE ABOVEGROUND TANKS: 0 APPLICATION INFORMATION: RECEIVED DATE ON EARLIEST REGISTRATION FORM: 03/20/2018 SIGNATURE DATE ON EARLIEST REGISTRATION FORM: 03/12/2018 SIGNATURE NAME&TITLE: RAYMOND MCNIECE, REG COMP MGR ENFORCEMENT ACTION DATE: OWNER OWNER NUMBER: CN600240329 NAME: 7-ELEVEN INC CONTACT ADDRESS: PO BOX 711 DALLAS TX 75221 TYPE: CORPORATION/COMPANY BEGIN DATE: 01/23/2018 CONTACT ROLE: OWNOPRCON CONTACT NAME: RAY MCNIECE CONTACT TITLE: REGION COMPLIANCE MANAGER ORGANIZATION: 7-ELEVEN INC PHONE: (210)5070913 0 FAX: EMAIL: RAYMOND.MCNIECE@7-11.COM OWNER NUMBER: CN603241563 NAME: STRIPES LLC CONTACT ADDRESS: 4525 AYERS ST CORPUS CHRISTI TX 78415 TYPE: CORPORATION/COMPANY BEGIN DATE: 04/25/1995 CONTACT ROLE: OWNOPRCON CONTACT NAME: CRAIG SCOTTON CONTACT TITLE: aw earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 115 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Petroleum Storage Tanks (PST) ORGANIZATION: STRIPES LLC PHONE: 3618842463 0 FAX: (361)8519514 EMAIL: RMENDOZA@SUSSER.COM OPERATOR OPERATOR NUMBER: CN600240329 NAME: 7-ELEVEN INC CONTACT ADDRESS: PO BOX 711 DALLAS TX 75221 TYPE: CORPORATION/COMPANY BEGIN DATE: 01/23/2018 CONTACT ROLE: OWNOPRCON CONTACT NAME: RAY MCNIECE CONTACT TITLE: REGION COMPLIANCE MANAGER ORGANIZATION: 7-ELEVEN INC PHONE: (210)5070913 0 FAX: EMAIL: RAYMOND.MCNIECE@7-11.COM OPERATOR NUMBER: CN603241563 NAME: STRIPES LLC CONTACT ADDRESS: 4525 AYERS ST CORPUS CHRISTI TX 78415 TYPE: CORPORATION/COMPANY BEGIN DATE: 04/25/1995 CONTACT ROLE: OWNOPRCON CONTACT NAME: CRAIG SCOTTON CONTACT TITLE: ORGANIZATION: STRIPES LLC PHONE: (361)8842463 0 FAX: (361)8519514 EMAIL: RMENDOZA@SUSSER.COM SELF-CERTIFICATION SELF-CERTIFICATION ID: 348124 SIGNATURE DATE: 01/20/2021 SIGNATURE NAME&TITLE: RAYMOND MCNIECE, ENV.MGR. FILING STATUS: RENEWAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 330275 SIGNATURE DATE: 01/06/2020 SIGNATURE NAME&TITLE: RAYMOND MCNIECE, ENV. MGR. FILING STATUS: RENEWAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 314938 SIGNATURE DATE: 01/24/2019 SIGNATURE NAME&TITLE: RAYMOND MCNIECE, ENV. MGR aw earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 116 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Petroleum Storage Tanks (PST) FILING STATUS: RENEWAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 301405 SIGNATURE DATE: 03/12/2018 SIGNATURE NAME&TITLE: RAYMOND MCNIECE, REG COMP MGR FILING STATUS: INITIAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 297588 SIGNATURE DATE: 01/22/2018 SIGNATURE NAME&TITLE: MEGAN SCOTTON,PERMITS SPECIALIST FILING STATUS: RENEWAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 280296 SIGNATURE DATE: 01/10/2017 SIGNATURE NAME&TITLE: CRAIG E SCOTTON,DIRECTOR OF PETROLEU FILING STATUS: RENEWAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 261781 SIGNATURE DATE: 12/03/2015 SIGNATURE NAME&TITLE: CRAIG E SCOTTON,DIRECTOR OF PETROLEU FILING STATUS: RENEWAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 251284 SIGNATURE DATE: 03/30/2015 SIGNATURE NAME&TITLE: CRAIG SCOTTON,DIR OF PET SERV FILING STATUS: AMENDMENT REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 245200 SIGNATURE DATE: 12/02/2014 SIGNATURE NAME&TITLE: CRAIG E SCOTTON,DIRECTOR OF PETROLEU FILING STATUS: RENEWAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 229207 SIGNATURE DATE: 12/23/2013 SIGNATURE NAME&TITLE: CRAIG E SCOTTON, ENVIRONMENTAL MANAGE FILING STATUS: RENEWAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 121379 SIGNATURE DATE: 12/12/2012 aw earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 117 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Petroleum Storage Tanks (PST) SIGNATURE NAME&TITLE: CRAIG E SCOTTON,DIRECTOR OF PETROLEU FILING STATUS: RENEWAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 121378 SIGNATURE DATE: 12/15/2011 SIGNATURE NAME&TITLE: CRAIG E SCOTTON, ENVIRONMENTAL MANAGE FILING STATUS: RENEWAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 121377 SIGNATURE DATE: 01/10/2011 SIGNATURE NAME&TITLE: CRAIG E SCOTTON,SR.DIR.PETROLEUM FILING STATUS: RENEWAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 121376 SIGNATURE DATE: 01/11/2010 SIGNATURE NAME&TITLE: CRAIG E SCOTTON,DIRECTOR PETROLEUM M FILING STATUS: RENEWAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 121375 SIGNATURE DATE: 12/11/2008 SIGNATURE NAME&TITLE: CRAIG E SCOTTON,DIRECTOR OF PETROLEU FILING STATUS: RENEWAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 121374 SIGNATURE DATE: 01/16/2008 SIGNATURE NAME&TITLE: CRAIG E SCOTTON,DIRECTOR PETROLEUM M FILING STATUS: RENEWAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 121373 SIGNATURE DATE: 12/22/2006 SIGNATURE NAME&TITLE: CRAIG E SCOTTON,DIRECTOR PETROLEUM M FILING STATUS: RENEWAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 121372 SIGNATURE DATE: 12/19/2005 SIGNATURE NAME&TITLE: ROBERT MUIR,V.P.FACILITIES MGMT FILING STATUS: RENEWAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 121371 aw earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 118 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Petroleum Storage Tanks (PST) SIGNATURE DATE: 12/30/2004 SIGNATURE NAME&TITLE: ROBERT MUIR,V.P.FACILITIES MGMT FILING STATUS: RENEWAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 121370 SIGNATURE DATE: 12/11/2003 SIGNATURE NAME&TITLE: ROBERT MUIR,V.P FACILITIES MGMT. FILING STATUS: RENEWAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 121369 SIGNATURE DATE: 12/20/2002 SIGNATURE NAME&TITLE: RED KLUCK, ENV MGR FILING STATUS: RENEWAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 121368 SIGNATURE DATE: 12/14/2001 SIGNATURE NAME&TITLE: RED KLUCK, ENVIRO MGR FILING STATUS: RENEWAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 121367 SIGNATURE DATE: 12/28/2000 SIGNATURE NAME&TITLE: RED KLUCK, ENV MGR FILING STATUS: INITIAL REGISTRATION FLAG: YES CONSTRUCTION NOTIFICATION NOTIFICATION CONSTRUCTION ID: 28773 APPLICATION RECEIVED DATE: 01/07/2016 SCHEDULE CONSTRUCTION DATE: 01/18/2016 GENERAL DESCRIPTION OF PROPOSED CONSTRUCTION: MAKE REPAIRS TO THE PREVIOUSLY INSTALLED PHOENIX SYSTEM. NOTIFICATION CONSTRUCTION ID: 28209 APPLICATION RECEIVED DATE: 09/15/2015 SCHEDULE CONSTRUCTION DATE: 09/29/2015 GENERAL DESCRIPTION OF PROPOSED CONSTRUCTION: WE WILL EXPLORE THE TANKS AND MAKE ANY NECESSARY REPAIRS-REQUEST 30 DAY WAIVER NOTIFICATION CONSTRUCTION ID: 27892 APPLICATION RECEIVED DATE: 07/09/2015 SCHEDULE CONSTRUCTION DATE: 07/13/2015 GENERAL DESCRIPTION OF PROPOSED CONSTRUCTION: TANK#3 PUL WILL BE ENTERED FOR MAINTENANCE INSPECTION AND FOR CHECK THE INTERNAL INTEGRITY-REQUEST 30 DAY WAIVER NOTIFICATION CONSTRUCTION ID: 27127 aw earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 119 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Petroleum Storage Tanks (PST) APPLICATION RECEIVED DATE: 02/16/2015 SCHEDULE CONSTRUCTION DATE: 02/20/2015 GENERAL DESCRIPTION OF PROPOSED CONSTRUCTION: RELINING TANKS, REPLACING SECONDARY CONTAINMENT SUMPS,FIGERGLASS PIPING WITH DW PIPING AND INSTALLING RELEASE DETECTION TO MEET 2009 EPA&TCEQ REGULATIONS. NOTIFICATION CONSTRUCTION ID: 12602 APPLICATION RECEIVED DATE: 08/30/2010 SCHEDULE CONSTRUCTION DATE: 09/27/2010 GENERAL DESCRIPTION OF PROPOSED CONSTRUCTION: REPLACE STP'S AND ADD SUMPS,SIPHON MANIFOLD UST#1 AND#2. NOTIFICATION CONSTRUCTION ID: 12603 APPLICATION RECEIVED DATE: 08/06/2010 SCHEDULE CONSTRUCTION DATE: 08/08/2010 GENERAL DESCRIPTION OF PROPOSED CONSTRUCTION: REPLACE EXISTING ANODES ON IMPRESSED CURRENT CATHODIC PROTECTION SYSTEM TO BRING FACILITY INTO COMPLIANCE. NOTIFICATION CONSTRUCTION ID: 12604 APPLICATION RECEIVED DATE: 04/09/2010 SCHEDULE CONSTRUCTION DATE: 05/10/2010 GENERAL DESCRIPTION OF PROPOSED CONSTRUCTION: REPLACE SPILL BUCKET ON UST 3. NOTIFICATION CONSTRUCTION ID: 12605 APPLICATION RECEIVED DATE: 04/08/2010 SCHEDULE CONSTRUCTION DATE: 04/07/2010 GENERAL DESCRIPTION OF PROPOSED CONSTRUCTION: REPLACE FLEX CONNECTOR UNDER D15/16. UNDERGROUND STORAGE TANK TANK ID: 1 NUMBER OF COMPARTMENTS: 1 INSTALLATION DATE:01/01/1982 REGISTRATION DATE: 05/08/1986 TANK CAPACITY(GAL): 10152 EMPTY TANK: NOT EMPTY STATUS: IN USE STATUS BEGIN DATE: 01/01/1982 INTERNAL PROTECTION DATE: REGULATORY STATUS: FULLY REGULATED TANK DESIGN SINGLE WALL: YES TANK DESIGN DOUBLE WALL: NO PIPE DESIGN SINGLE WALL: YES PIPE DESIGN DOUBLE WALL: NO TANK DETAILS MATERIAL: STEEL CORROSION PROTECTION: CATHODIC PROTECTION-FIELD INSTALLATION EXTERNAL CONTAINMENT: TANK COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE COMPARTMENT DETAILS UST COMPARTMENT ID: 111452 TANK ID: 1 earthwww.aeo-search.com 888-396-0042 Order#169298 Job#421869 120 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Petroleum Storage Tanks (PST) COMPARTMENT LETTER:A SUBSTANCES: GASOLINE OTHER SUBSTANCES: CAPACITY(GAL): 10152 COMPARTMENT RELEASE DETECTION: INTERSTITIAL MONITORING WITHIN SECONDARY WALL/JACKET SPILL CONTAINMENT AND OVERFILL PREVENTION: TIGHT-FILL FITTING CONTAIN ER/BUCKET/SUMP,FACTORY-BUILT SPILL CONTAIN ER/BUCKET/SU MP,DELIVERY SHUT-OFF VALVE,FLOW RESTRICTOR VALUE PIPING SYSTEMS MATERIAL: FRP CORROSION PROTECTION: FRP TANK OR PIPING(NONCORRODIBLE) EXTERNAL CONTAINMENT: CONNECTORS&VALVES: PIPING RELEASE DETECTION: INTERSTITIAL MONITORING WITHIN SECONDARY WALL/JACKET,ANNUAL PIPING TIGHTNESS TEST/ANNUAL ELECTRONIC MONITORING(@ 0.1 GPH),AUTO. LINE LEAK DETECTOR(3.0 GPH FOR PRESSURE PIPING) PIPE COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE TANK ID: 2 NUMBER OF COMPARTMENTS: 1 INSTALLATION DATE:01/01/1982 REGISTRATION DATE: 05/08/1986 TANK CAPACITY(GAL): 10152 EMPTY TANK: NOT EMPTY STATUS: IN USE STATUS BEGIN DATE: 01/01/1982 INTERNAL PROTECTION DATE: REGULATORY STATUS: FULLY REGULATED TANK DESIGN SINGLE WALL: YES TANK DESIGN DOUBLE WALL: NO PIPE DESIGN SINGLE WALL: YES PIPE DESIGN DOUBLE WALL: NO TANK DETAILS MATERIAL: STEEL CORROSION PROTECTION: CATHODIC PROTECTION-FIELD INSTALLATION EXTERNAL CONTAINMENT: TANK COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE COMPARTMENT DETAILS UST COMPARTMENT ID: 111455 TANK ID:2 COMPARTMENT LETTER:A SUBSTANCES: GASOLINE OTHER SUBSTANCES: CAPACITY(GAL): 10152 COMPARTMENT RELEASE DETECTION: INTERSTITIAL MONITORING WITHIN SECONDARY WALL/JACKET SPILL CONTAINMENT AND OVERFILL PREVENTION: TIGHT-FILL FITTING CONTAIN ER/BUCKET/SUMP,FACTORY-BUILT SPILL CONTAIN ER/BUCKET/SU MP,DELIVERY SHUT-OFF VALVE,FLOW RESTRICTOR VALUE earthwww.aeo-search.com 888-396-0042 Order#169298 Job#421869 121 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Petroleum Storage Tanks (PST) PIPING SYSTEMS MATERIAL: FRP CORROSION PROTECTION: FRP TANK OR PIPING(NONCORRODIBLE) EXTERNAL CONTAINMENT: CONNECTORS&VALVES: PIPING RELEASE DETECTION: INTERSTITIAL MONITORING WITHIN SECONDARY WALL/JACKET,ANNUAL PIPING TIGHTNESS TEST/ANNUAL ELECTRONIC MONITORING(@ 0.1 GPH),AUTO. LINE LEAK DETECTOR(3.0 GPH FOR PRESSURE PIPING) PIPE COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE TANK ID: 3 NUMBER OF COMPARTMENTS: 2 INSTALLATION DATE:01/01/1982 REGISTRATION DATE: 05/08/1986 TANK CAPACITY(GAL): 10000 EMPTY TANK: NOT EMPTY STATUS: IN USE STATUS BEGIN DATE: 01/01/1982 INTERNAL PROTECTION DATE: REGULATORY STATUS: FULLY REGULATED TANK DESIGN SINGLE WALL: YES TANK DESIGN DOUBLE WALL: NO PIPE DESIGN SINGLE WALL: YES PIPE DESIGN DOUBLE WALL: NO TANK DETAILS MATERIAL: STEEL CORROSION PROTECTION: CATHODIC PROTECTION-FIELD INSTALLATION EXTERNAL CONTAINMENT: TANK COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE COMPARTMENT DETAILS UST COMPARTMENT ID: 111454 TANK ID:3 COMPARTMENT LETTER:A SUBSTANCES: GASOLINE OTHER SUBSTANCES: CAPACITY(GAL): 5000 COMPARTMENT RELEASE DETECTION: INTERSTITIAL MONITORING WITHIN SECONDARY WALL/JACKET SPILL CONTAINMENT AND OVERFILL PREVENTION: TIGHT-FILL FITTING CONTAIN ER/BUCKET/SUMP,FACTORY-BUILT SPILL CONTAIN ER/BUCKET/SU MP,DELIVERY SHUT-OFF VALVE,FLOW RESTRICTOR VALUE PIPING SYSTEMS MATERIAL: FRP CORROSION PROTECTION: FRP TANK OR PIPING(NONCORRODIBLE) EXTERNAL CONTAINMENT: CONNECTORS&VALVES: PIPING RELEASE DETECTION: earthwww.aeo-search.com 888-396-0042 Order#169298 Job#421869 122 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Petroleum Storage Tanks (PST) INTERSTITIAL MONITORING WITHIN SECONDARY WALL/JACKET,ANNUAL PIPING TIGHTNESS TEST/ANNUAL ELECTRONIC MONITORING(@ 0.1 GPH),AUTO. LINE LEAK DETECTOR(3.0 GPH FOR PRESSURE PIPING) PIPE COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE TANK ID: 3 NUMBER OF COMPARTMENTS: 2 INSTALLATION DATE:01/01/1982 REGISTRATION DATE: 05/08/1986 TANK CAPACITY(GAL): 10000 EMPTY TANK: NOT EMPTY STATUS: IN USE STATUS BEGIN DATE: 01/01/1982 INTERNAL PROTECTION DATE: REGULATORY STATUS: FULLY REGULATED TANK DESIGN SINGLE WALL: YES TANK DESIGN DOUBLE WALL: NO PIPE DESIGN SINGLE WALL: YES PIPE DESIGN DOUBLE WALL: NO TANK DETAILS MATERIAL: STEEL CORROSION PROTECTION: CATHODIC PROTECTION-FIELD INSTALLATION EXTERNAL CONTAINMENT: TANK COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE COMPARTMENT DETAILS UST COMPARTMENT ID: 188371 TANK ID:3 COMPARTMENT LETTER: B SUBSTANCES: GASOLINE OTHER SUBSTANCES: CAPACITY(GAL): 5000 COMPARTMENT RELEASE DETECTION: INTERSTITIAL MONITORING WITHIN SECONDARY WALL/JACKET SPILL CONTAINMENT AND OVERFILL PREVENTION: TIGHT-FILL FITTING CONTAIN ER/BUCKET/SUMP,FACTORY-BUILT SPILL CONTAIN ER/BUCKET/SU MP,DELIVERY SHUT-OFF VALVE,FLOW RESTRICTOR VALUE PIPING SYSTEMS MATERIAL: FRP CORROSION PROTECTION: FRP TANK OR PIPING(NONCORRODIBLE) EXTERNAL CONTAINMENT: CONNECTORS&VALVES: PIPING RELEASE DETECTION: INTERSTITIAL MONITORING WITHIN SECONDARY WALL/JACKET,ANNUAL PIPING TIGHTNESS TEST/ANNUAL ELECTRONIC MONITORING(@ 0.1 GPH),AUTO. LINE LEAK DETECTOR(3.0 GPH FOR PRESSURE PIPING) PIPE COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE TANK ID: 4 NUMBER OF COMPARTMENTS: 1 INSTALLATION DATE:01/01/1982 REGISTRATION DATE: 05/08/1986 aw earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 123 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Petroleum Storage Tanks (PST) TANK CAPACITY(GAL): 10152 EMPTY TANK: NOT EMPTY STATUS: IN USE STATUS BEGIN DATE: 01/01/1982 INTERNAL PROTECTION DATE: REGULATORY STATUS: FULLY REGULATED TANK DESIGN SINGLE WALL: YES TANK DESIGN DOUBLE WALL: NO PIPE DESIGN SINGLE WALL: YES PIPE DESIGN DOUBLE WALL: NO TANK DETAILS MATERIAL: STEEL CORROSION PROTECTION: CATHODIC PROTECTION-FIELD INSTALLATION,FRP TANK OR PIPING(NONCORRODIBLE) EXTERNAL CONTAINMENT: TANK COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE COMPARTMENT DETAILS UST COMPARTMENT ID: 111453 TANK ID:4 COMPARTMENT LETTER:A SUBSTANCES: GASOLINE OTHER SUBSTANCES: CAPACITY(GAL): 10152 COMPARTMENT RELEASE DETECTION: INTERSTITIAL MONITORING WITHIN SECONDARY WALL/JACKET SPILL CONTAINMENT AND OVERFILL PREVENTION: TIGHT-FILL FITTING CONTAIN ER/BUCKET/SUMP,FACTORY-BUILT SPILL CONTAIN ER/BUCKET/SU MP,FLOW RESTRICTOR VALUE PIPING SYSTEMS MATERIAL: FRP CORROSION PROTECTION: FRP TANK OR PIPING(NONCORRODIBLE) EXTERNAL CONTAINMENT: CONNECTORS&VALVES: PIPING RELEASE DETECTION: INTERSTITIAL MONITORING WITHIN SECONDARY WALL/JACKET,ANNUAL PIPING TIGHTNESS TEST/ANNUAL ELECTRONIC MONITORING(@ 0.1 GPH),AUTO. LINE LEAK DETECTOR(3.0 GPH FOR PRESSURE PIPING) PIPE COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE ABOVEGROUND STORAGE TANK INFORMATION NO ABOVEGROUND STORAGE TANK DATA REPORTED FOR THIS FACILITY Back to Report Lmmary earthwww.aeo-search.com 888-396-0042 Order#169298 Job#421869 124 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Facility Registry System (FRSTX) AP ID#$ Distance from Property: 0.015 mi.(79 ft.) ESE Elevation: 13 ft. FACILITY INFORMATION REGISTRY ID: 110030914713 NAME: BAYSIDE GROCERY LOCATION ADDRESS: 1455 WALDRON RD CORPUS CHRISTI,TX 78418 COUNTY: NUECES EPA REGION: 06 FEDERAL FACILITY: TRIBAL LAND: ALTERNATIVE NAME/S: NO ALTERNATIVE NAME(S)LISTED FOR THIS FACILITY PROGRAM/S LISTED FOR THIS FACILITY *DEFINITION NOT PROVIDED BY REPORTING AGENCY STANDARD INDUSTRIAL CLASSIFICATION/S(SIC) NO SIC DATA REPORTED NORTH AMERICAN INDUSTRY CLASSIFICATION/S(NAICS) NO NAICS DATA REPORTED Back to Report Lmmary ju earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 125 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Petroleum Storage Tanks (PST) AP ID#$ Distance from Property: 0.015 mi.(79 ft.) ESE Elevation: 13 ft. FACILITY INFORMATION CONTACT INFORMATION ID#: 55061 NAME:VIMAL KUMAR NAME: BLUE STORE TITLE: ADDRESS: 1455 WALDRON RD ORGANIZATION: BLUE STORE CORPUS CHRISTI,TX 78418 MAIL ADDRESS: COUNTY: NUECES REGION: 14 PHONE: (361)7652778 0 TYPE: RETAIL BEGIN DATE: 10/01/1971 STATUS: ACTIVE EXEMPT STATUS: NO RECORDS OFF-SITE: NO NUMBER OF ACTIVE UNDERGROUND TANKS: 4 NUMBER OF ACTIVE ABOVEGROUND TANKS: 0 APPLICATION INFORMATION: RECEIVED DATE ON EARLIEST REGISTRATION FORM: 09/19/2017 SIGNATURE DATE ON EARLIEST REGISTRATION FORM: 08/17/2017 SIGNATURE NAME&TITLE: VIMAL KUMAR,OWNER ENFORCEMENT ACTION DATE: OWNER OWNER NUMBER: CN601549371 NAME: VK ENTERPRISES INC CONTACT ADDRESS: TYPE: CORPORATION/COMPANY BEGIN DATE: 09/20/2005 CONTACT ROLE: CONTACT NAME: CONTACT TITLE: ORGANIZATION: PHONE: FAX: EMAIL: OWNER NUMBER: CN605418755 NAME: KUMAR CONTACT ADDRESS: TYPE: INDIVIDUAL BEGIN DATE: 04/06/2017 CONTACT ROLE: CONTACT NAME: CONTACT TITLE: aw earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 126 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Petroleum Storage Tanks (PST) ORGANIZATION: PHONE: FAX: EMAIL: OPERATOR OPERATOR NUMBER: CN605418763 NAME: LH BUSINESS INC CONTACT ADDRESS: TYPE: CORPORATION/COMPANY BEGIN DATE: 04/16/2017 CONTACT ROLE: CONTACT NAME: CONTACT TITLE: ORGANIZATION: PHONE: FAX: EMAIL: OPERATOR NUMBER: CN604744029 NAME: NOORIE ENTERPRISES INC CONTACT ADDRESS: TYPE: CORPORATION/COMPANY BEGIN DATE: 02/05/2015 CONTACT ROLE: CONTACT NAME: CONTACT TITLE: ORGANIZATION: PHONE: FAX: EMAIL: OPERATOR NUMBER: CN603712001 NAME: ALAYNA INC CONTACT ADDRESS: TYPE: CORPORATION/COMPANY BEGIN DATE: 08/27/2008 CONTACT ROLE: CONTACT NAME: CONTACT TITLE: ORGANIZATION: PHONE: FAX: EMAIL: SELF-CERTIFICATION SELF-CERTIFICATION ID: 282003 SIGNATURE DATE: 01/13/2017 aw earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 127 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Petroleum Storage Tanks (PST) SIGNATURE NAME&TITLE: SHIRAZ PORBUNDERWALLA,PRESIDENT FILING STATUS: RENEWAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 265770 SIGNATURE DATE: 12/29/2015 SIGNATURE NAME&TITLE: SHIRAZ PORBUNDERWALLA,PRESIDENT FILING STATUS: RENEWAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 248615 SIGNATURE DATE: 01/29/2015 SIGNATURE NAME&TITLE: SHIRAZ PORBUNDERWALL,PRIES FILING STATUS: RENEWAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 232687 SIGNATURE DATE: 02/12/2014 SIGNATURE NAME&TITLE: SHIRAZ PORBUNDERWALL,PRESIDENT FILING STATUS: RENEWAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 218792 SIGNATURE DATE: 01/30/2013 SIGNATURE NAME&TITLE: JAFFER KAPADIA,MGT FILING STATUS: RENEWAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 123714 SIGNATURE DATE: 01/30/2012 SIGNATURE NAME&TITLE: JAFFER KAPADIA,MGR FILING STATUS: RENEWAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 123713 SIGNATURE DATE: 02/10/2011 SIGNATURE NAME&TITLE: JAFFER KAPADIA,MGR FILING STATUS: RENEWAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 123712 SIGNATURE DATE: 02/10/2010 SIGNATURE NAME&TITLE: JAY KAPADIA,MGR FILING STATUS: RENEWAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 123711 aw earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 128 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Petroleum Storage Tanks (PST) SIGNATURE DATE: 02/28/2009 SIGNATURE NAME&TITLE: JAY KAPADIA,MANAGER FILING STATUS: RENEWAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 123710 SIGNATURE DATE: 01/29/2008 SIGNATURE NAME&TITLE: TAJUDDIN PUNJWANI,PRIES FILING STATUS: RENEWAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 123709 SIGNATURE DATE: 01/22/2007 SIGNATURE NAME&TITLE: VIMAL KUMAR,PRESIDENT FILING STATUS: RENEWAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 123708 SIGNATURE DATE: 05/17/2006 SIGNATURE NAME&TITLE: VIMAL KUMAR,PRESIDENT FILING STATUS: RENEWAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 123707 SIGNATURE DATE: 09/20/2005 SIGNATURE NAME&TITLE: VIMAL KUMAR,PRIES FILING STATUS: INITIAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 123706 SIGNATURE DATE: 05/09/2005 SIGNATURE NAME&TITLE: MI SUK MURTHUGH,OWNER FILING STATUS: RENEWAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 123705 SIGNATURE DATE: 05/10/2004 SIGNATURE NAME&TITLE: SUKI MURTAUGH,OWNER FILING STATUS: RENEWAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 123704 SIGNATURE DATE: 04/04/2003 SIGNATURE NAME&TITLE: SUKI MURTAUGH,OWNER FILING STATUS: RENEWAL REGISTRATION FLAG: YES aw earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 129 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Petroleum Storage Tanks (PST) SELF-CERTIFICATION ID: 123703 SIGNATURE DATE: 03/23/2002 SIGNATURE NAME&TITLE: SUKI MURTAUGH,OWNER FILING STATUS: RENEWAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 123702 SIGNATURE DATE: 04/24/2001 SIGNATURE NAME&TITLE: SUKI MURTAUGH,OWNER FILING STATUS: INITIAL REGISTRATION FLAG: YES CONSTRUCTION NOTIFICATION NOTIFICATION CONSTRUCTION ID: 36395 APPLICATION RECEIVED DATE: 04/30/2020 SCHEDULE CONSTRUCTION DATE: 01/09/2020 GENERAL DESCRIPTION OF PROPOSED CONSTRUCTION: REMOVE FOUR 4000 GAL LISTS NOTIFICATION CONSTRUCTION ID: 12407 APPLICATION RECEIVED DATE: 10/13/2005 SCHEDULE CONSTRUCTION DATE: 10/27/2005 GENERAL DESCRIPTION OF PROPOSED CONSTRUCTION: NOTIFICATION CONSTRUCTION ID: 12406 APPLICATION RECEIVED DATE: 06/07/2001 SCHEDULE CONSTRUCTION DATE: 07/07/2001 GENERAL DESCRIPTION OF PROPOSED CONSTRUCTION: UNDERGROUND STORAGE TANK TANK ID: 1 NUMBER OF COMPARTMENTS: 1 INSTALLATION DATE: 10/01/1971 REGISTRATION DATE: 07/23/1990 TANK CAPACITY(GAL): 4000 EMPTY TANK: EMPTY STATUS: TEMP OUT OF SERVICE STATUS BEGIN DATE: 04/06/2017 INTERNAL PROTECTION DATE: REGULATORY STATUS: FULLY REGULATED TANK DESIGN SINGLE WALL: YES TANK DESIGN DOUBLE WALL: NO PIPE DESIGN SINGLE WALL: YES PIPE DESIGN DOUBLE WALL: NO TANK DETAILS MATERIAL: STEEL CORROSION PROTECTION: CATHODIC PROTECTION-FIELD INSTALLATION EXTERNAL CONTAINMENT: TANK COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE COMPARTMENT DETAILS aw earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 130 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Petroleum Storage Tanks (PST) UST COMPARTMENT ID: 122952 TANK ID: 1 COMPARTMENT LETTER:A SUBSTANCES: EMPTY OTHER SUBSTANCES: CAPACITY(GAL):4000 COMPARTMENT RELEASE DETECTION: SIR(STAT.INVENTORY RECONCILIATION)&INVENTORY CONTROL SPILL CONTAINMENT AND OVERFILL PREVENTION: TIGHT-FILL FITTING CONTAIN ER/BUCKET/SUMP,FACTORY-BUILT SPILL CONTAIN ER/BUCKET/SU MP,DELIVERY SHUT-OFF VALVE PIPING SYSTEMS MATERIAL: FRP CORROSION PROTECTION: CATHODIC PROTECTION-FIELD INSTALLATION,FRP TANK OR PIPING(NONCORRODIBLE) EXTERNAL CONTAINMENT: CONNECTORS&VALVES: PIPING RELEASE DETECTION: SIR(STAT.INVENTORY RECONCILIATION)&INVENTORY CONTROL PIPE COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE TANK ID: 1 NUMBER OF COMPARTMENTS: 1 INSTALLATION DATE: 10/01/1971 REGISTRATION DATE: 07/23/1990 TANK CAPACITY(GAL): 4000 EMPTY TANK: NOT EMPTY STATUS: IN USE STATUS BEGIN DATE: 10/01/1971 INTERNAL PROTECTION DATE: REGULATORY STATUS: FULLY REGULATED TANK DESIGN SINGLE WALL: YES TANK DESIGN DOUBLE WALL: NO PIPE DESIGN SINGLE WALL: YES PIPE DESIGN DOUBLE WALL: NO TANK DETAILS MATERIAL: STEEL CORROSION PROTECTION: CATHODIC PROTECTION-FIELD INSTALLATION EXTERNAL CONTAINMENT: TANK COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE COMPARTMENT DETAILS UST COMPARTMENT ID: 122952 TANK ID: 1 COMPARTMENT LETTER:A SUBSTANCES: GASOLINE OTHER SUBSTANCES: CAPACITY(GAL):4000 COMPARTMENT RELEASE DETECTION: SIR(STAT.INVENTORY RECONCILIATION)&INVENTORY CONTROL SPILL CONTAINMENT AND OVERFILL PREVENTION: TIGHT-FILL FITTING CONTAIN ER/BUCKET/SUMP,FACTORY-BUILT aw earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 131 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Petroleum Storage Tanks (PST) SPILL CONTAIN ER/BUCKET/SU MP,DELIVERY SHUT-OFF VALVE PIPING SYSTEMS MATERIAL: FRP CORROSION PROTECTION: CATHODIC PROTECTION-FIELD INSTALLATION,FRP TANK OR PIPING(NONCORRODIBLE) EXTERNAL CONTAINMENT: CONNECTORS&VALVES: PIPING RELEASE DETECTION: SIR(STAT.INVENTORY RECONCILIATION)&INVENTORY CONTROL PIPE COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE TANK ID: 2 NUMBER OF COMPARTMENTS: 1 INSTALLATION DATE: 10/01/1971 REGISTRATION DATE: 07/23/1990 TANK CAPACITY(GAL): 4000 EMPTY TANK: EMPTY STATUS: TEMP OUT OF SERVICE STATUS BEGIN DATE: 04/06/2017 INTERNAL PROTECTION DATE: REGULATORY STATUS: FULLY REGULATED TANK DESIGN SINGLE WALL: YES TANK DESIGN DOUBLE WALL: NO PIPE DESIGN SINGLE WALL: YES PIPE DESIGN DOUBLE WALL: NO TANK DETAILS MATERIAL: STEEL CORROSION PROTECTION: CATHODIC PROTECTION-FIELD INSTALLATION EXTERNAL CONTAINMENT: TANK COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE COMPARTMENT DETAILS UST COMPARTMENT ID: 122951 TANK ID:2 COMPARTMENT LETTER:A SUBSTANCES: EMPTY OTHER SUBSTANCES: CAPACITY(GAL):4000 COMPARTMENT RELEASE DETECTION: SIR(STAT.INVENTORY RECONCILIATION)&INVENTORY CONTROL SPILL CONTAINMENT AND OVERFILL PREVENTION: TIGHT-FILL FITTING CONTAIN ER/BUCKET/SUMP,FACTORY-BUILT SPILL CONTAIN ER/BUCKET/SU MP,DELIVERY SHUT-OFF VALVE PIPING SYSTEMS MATERIAL: FRP CORROSION PROTECTION: CATHODIC PROTECTION-FIELD INSTALLATION,FRP TANK OR PIPING(NONCORRODIBLE) EXTERNAL CONTAINMENT: CONNECTORS&VALVES: PIPING RELEASE DETECTION: aw earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 132 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Petroleum Storage Tanks (PST) SIR(STAT.INVENTORY RECONCILIATION)&INVENTORY CONTROL PIPE COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE TANK ID: 2 NUMBER OF COMPARTMENTS: 1 INSTALLATION DATE: 10/01/1971 REGISTRATION DATE: 07/23/1990 TANK CAPACITY(GAL): 4000 EMPTY TANK: NOT EMPTY STATUS: IN USE STATUS BEGIN DATE: 10/01/1971 INTERNAL PROTECTION DATE: REGULATORY STATUS: FULLY REGULATED TANK DESIGN SINGLE WALL: YES TANK DESIGN DOUBLE WALL: NO PIPE DESIGN SINGLE WALL: YES PIPE DESIGN DOUBLE WALL: NO TANK DETAILS MATERIAL: STEEL CORROSION PROTECTION: CATHODIC PROTECTION-FIELD INSTALLATION EXTERNAL CONTAINMENT: TANK COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE COMPARTMENT DETAILS UST COMPARTMENT ID: 122951 TANK ID:2 COMPARTMENT LETTER:A SUBSTANCES: GASOLINE OTHER SUBSTANCES: CAPACITY(GAL):4000 COMPARTMENT RELEASE DETECTION: SIR(STAT.INVENTORY RECONCILIATION)&INVENTORY CONTROL SPILL CONTAINMENT AND OVERFILL PREVENTION: TIGHT-FILL FITTING CONTAIN ER/BUCKET/SUMP,FACTORY-BUILT SPILL CONTAIN ER/BUCKET/SU MP,DELIVERY SHUT-OFF VALVE PIPING SYSTEMS MATERIAL: FRP CORROSION PROTECTION: CATHODIC PROTECTION-FIELD INSTALLATION,FRP TANK OR PIPING(NONCORRODIBLE) EXTERNAL CONTAINMENT: CONNECTORS&VALVES: PIPING RELEASE DETECTION: SIR(STAT.INVENTORY RECONCILIATION)&INVENTORY CONTROL PIPE COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE TANK ID: 3 NUMBER OF COMPARTMENTS: 1 INSTALLATION DATE: 10/01/1971 REGISTRATION DATE: 07/23/1990 TANK CAPACITY(GAL): 4000 EMPTY TANK: EMPTY STATUS: TEMP OUT OF SERVICE STATUS BEGIN DATE: 04/06/2017 aw earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 133 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Petroleum Storage Tanks (PST) INTERNAL PROTECTION DATE: REGULATORY STATUS: FULLY REGULATED TANK DESIGN SINGLE WALL: YES TANK DESIGN DOUBLE WALL: NO PIPE DESIGN SINGLE WALL: YES PIPE DESIGN DOUBLE WALL: NO TANK DETAILS MATERIAL: STEEL CORROSION PROTECTION: CATHODIC PROTECTION-FIELD INSTALLATION EXTERNAL CONTAINMENT: TANK COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE COMPARTMENT DETAILS UST COMPARTMENT ID: 122950 TANK ID:3 COMPARTMENT LETTER:A SUBSTANCES: EMPTY OTHER SUBSTANCES: CAPACITY(GAL):4000 COMPARTMENT RELEASE DETECTION: SIR(STAT.INVENTORY RECONCILIATION)&INVENTORY CONTROL SPILL CONTAINMENT AND OVERFILL PREVENTION: TIGHT-FILL FITTING CONTAIN ER/BUCKET/SUMP,FACTORY-BUILT SPILL CONTAIN ER/BUCKET/SU MP,DELIVERY SHUT-OFF VALVE PIPING SYSTEMS MATERIAL: FRP CORROSION PROTECTION: CATHODIC PROTECTION-FIELD INSTALLATION,FRP TANK OR PIPING(NONCORRODIBLE) EXTERNAL CONTAINMENT: CONNECTORS&VALVES: PIPING RELEASE DETECTION: SIR(STAT.INVENTORY RECONCILIATION)&INVENTORY CONTROL PIPE COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE TANK ID: 3 NUMBER OF COMPARTMENTS: 1 INSTALLATION DATE: 10/01/1971 REGISTRATION DATE: 07/23/1990 TANK CAPACITY(GAL): 4000 EMPTY TANK: NOT EMPTY STATUS: IN USE STATUS BEGIN DATE: 10/01/1971 INTERNAL PROTECTION DATE: REGULATORY STATUS: FULLY REGULATED TANK DESIGN SINGLE WALL: YES TANK DESIGN DOUBLE WALL: NO PIPE DESIGN SINGLE WALL: YES PIPE DESIGN DOUBLE WALL: NO TANK DETAILS MATERIAL: STEEL CORROSION PROTECTION: aw earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 134 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Petroleum Storage Tanks (PST) CATHODIC PROTECTION-FIELD INSTALLATION EXTERNAL CONTAINMENT: TANK COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE COMPARTMENT DETAILS UST COMPARTMENT ID: 122950 TANK ID:3 COMPARTMENT LETTER:A SUBSTANCES: GASOLINE OTHER SUBSTANCES: CAPACITY(GAL):4000 COMPARTMENT RELEASE DETECTION: SIR(STAT.INVENTORY RECONCILIATION)&INVENTORY CONTROL SPILL CONTAINMENT AND OVERFILL PREVENTION: TIGHT-FILL FITTING CONTAIN ER/BUCKET/SUMP,FACTORY-BUILT SPILL CONTAIN ER/BUCKET/SU MP,DELIVERY SHUT-OFF VALVE PIPING SYSTEMS MATERIAL: FRP CORROSION PROTECTION: CATHODIC PROTECTION-FIELD INSTALLATION,FRP TANK OR PIPING(NONCORRODIBLE) EXTERNAL CONTAINMENT: CONNECTORS&VALVES: PIPING RELEASE DETECTION: SIR(STAT.INVENTORY RECONCILIATION)&INVENTORY CONTROL PIPE COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE TANK ID: 4 NUMBER OF COMPARTMENTS: 1 INSTALLATION DATE: 10/01/1971 REGISTRATION DATE: 07/23/1990 TANK CAPACITY(GAL): 4000 EMPTY TANK: EMPTY STATUS: TEMP OUT OF SERVICE STATUS BEGIN DATE: 04/06/2017 INTERNAL PROTECTION DATE: REGULATORY STATUS: FULLY REGULATED TANK DESIGN SINGLE WALL: YES TANK DESIGN DOUBLE WALL: NO PIPE DESIGN SINGLE WALL: YES PIPE DESIGN DOUBLE WALL: NO TANK DETAILS MATERIAL: STEEL CORROSION PROTECTION: CATHODIC PROTECTION-FIELD INSTALLATION EXTERNAL CONTAINMENT: TANK COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE COMPARTMENT DETAILS UST COMPARTMENT ID: 122949 aw earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 135 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Petroleum Storage Tanks (PST) TANK ID:4 COMPARTMENT LETTER:A SUBSTANCES: EMPTY OTHER SUBSTANCES: CAPACITY(GAL):4000 COMPARTMENT RELEASE DETECTION: SIR(STAT.INVENTORY RECONCILIATION)&INVENTORY CONTROL SPILL CONTAINMENT AND OVERFILL PREVENTION: TIGHT-FILL FITTING CONTAIN ER/BUCKET/SUMP,FACTORY-BUILT SPILL CONTAIN ER/BUCKET/SU MP,DELIVERY SHUT-OFF VALVE PIPING SYSTEMS MATERIAL: FRP CORROSION PROTECTION: CATHODIC PROTECTION-FIELD INSTALLATION,FRP TANK OR PIPING(NONCORRODIBLE) EXTERNAL CONTAINMENT: CONNECTORS&VALVES: PIPING RELEASE DETECTION: SIR(STAT.INVENTORY RECONCILIATION)&INVENTORY CONTROL PIPE COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE TANK ID: 4 NUMBER OF COMPARTMENTS: 1 INSTALLATION DATE: 10/01/1971 REGISTRATION DATE: 07/23/1990 TANK CAPACITY(GAL): 4000 EMPTY TANK: NOT EMPTY STATUS: IN USE STATUS BEGIN DATE: 10/01/1971 INTERNAL PROTECTION DATE: REGULATORY STATUS: FULLY REGULATED TANK DESIGN SINGLE WALL: YES TANK DESIGN DOUBLE WALL: NO PIPE DESIGN SINGLE WALL: YES PIPE DESIGN DOUBLE WALL: NO TANK DETAILS MATERIAL: STEEL CORROSION PROTECTION: CATHODIC PROTECTION-FIELD INSTALLATION EXTERNAL CONTAINMENT: TANK COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE COMPARTMENT DETAILS UST COMPARTMENT ID: 122949 TANK ID:4 COMPARTMENT LETTER:A SUBSTANCES: DIESEL OTHER SUBSTANCES: CAPACITY(GAL):4000 COMPARTMENT RELEASE DETECTION: SIR(STAT.INVENTORY RECONCILIATION)&INVENTORY CONTROL SPILL CONTAINMENT AND OVERFILL PREVENTION: TIGHT-FILL FITTING CONTAIN ER/BUCKET/SUMP,FACTORY-BUILT SPILL CONTAIN ER/BUCKET/SU MP,DELIVERY SHUT-OFF VALVE aw earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 136 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Petroleum Storage Tanks (PST) PIPING SYSTEMS MATERIAL: FRP CORROSION PROTECTION: CATHODIC PROTECTION-FIELD INSTALLATION,FRP TANK OR PIPING(NONCORRODIBLE) EXTERNAL CONTAINMENT: CONNECTORS&VALVES: PIPING RELEASE DETECTION: SIR(STAT.INVENTORY RECONCILIATION)&INVENTORY CONTROL PIPE COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE ABOVEGROUND STORAGE TANK INFORMATION NO ABOVEGROUND STORAGE TANK DATA REPORTED FOR THIS FACILITY Back to Report Lmmary earthwww.aeo-search.com 888-396-0042 Order#169298 Job#421869 137 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Facility Registry System (FRSTX) AP ID#9 Distance from Property: 0.017 mi.(90 ft.) ENE Elevation: 14 ft. FACILITY INFORMATION REGISTRY ID: 110030914722 NAME: BANGS CHEVRON LOCATION ADDRESS: 10402 S PADRE ISLAND DR CORPUS CHRISTI,TX 78418 COUNTY: NUECES EPA REGION: 06 FEDERAL FACILITY: TRIBAL LAND: ALTERNATIVE NAME/S: NO ALTERNATIVE NAME(S)LISTED FOR THIS FACILITY PROGRAM/S LISTED FOR THIS FACILITY *DEFINITION NOT PROVIDED BY REPORTING AGENCY STANDARD INDUSTRIAL CLASSIFICATION/S(SIC) 5411 -GROCERY STORES NORTH AMERICAN INDUSTRY CLASSIFICATION/S(NAICS) NO NAICS DATA REPORTED Back to Report Lmmary ju earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 138 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Leaking Petroleum Storage Tanks (LPST) AP ID#9 Distance from Property: 0.017 mi.(90 ft.) ENE Elevation: 14 ft. FACILITY INFORMATION GEOSEARCH ID: 097805 LPST ID:097805 FACILITY ID: 26764 NAME: EXXON 67339 ADDRESS: 10402 S PADRE ISLAND DR CORPUS CHRISTI,TX 78418 LEAKING TANK DETAILS LPST ID:097805 NAME: EXXON 67339 FACILITY LOCATION: PRIORITY CODE: 4A-SOIL CONTAMINATION ONLY REQUIRES FULL SITE ASSESSMENT RAP CORRECTIVE ACTION STATUS CODE: 6A-FINAL CONCURRENCE ISSUED CORRECTIVE ACTION START DATE: DISCOVERED DATE: 01/15/1991 REPORTED DATE: 01/16/1991 ENTERED DATE: 01/23/1991 CLOSURE DATE: 02/18/1993 PRP INFORMATION NAME: ADDRESS: HOUSTON TX 77210 CONTACT: PHONE: UNDERGROUND STORAGE TANK TANK ID: 1 NUMBER OF COMPARTMENTS: 2 INSTALLATION DATE:09/01/1993 REGISTRATION DATE: 05/08/1986 TANK CAPACITY(GAL): 12000 EMPTY TANK: NOT EMPTY STATUS: IN USE STATUS BEGIN DATE: 09/01/1993 INTERNAL PROTECTION DATE: REGULATORY STATUS: FULLY REGULATED TANK DESIGN SINGLE WALL: YES TANK DESIGN DOUBLE WALL: NO PIPE DESIGN SINGLE WALL: YES PIPE DESIGN DOUBLE WALL: NO TANK DETAILS MATERIAL: COMPOSITE CORROSION PROTECTION: COMPOSITE TANK(STEEL W/FRP EXTERNAL LAMINATE) EXTERNAL CONTAINMENT: TANK COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES earthwww.aeo-search.com 888-396-0042 Order#169298 Job#421869 139 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Leaking Petroleum Storage Tanks (LPST) CORROSION PROTECTION VARIANCE: NO VARIANCE COMPARTMENT DETAILS UST COMPARTMENT ID: 152042 TANK ID: 1 COMPARTMENT LETTER:A SUBSTANCES: GASOLINE OTHER SUBSTANCES: CAPACITY(GAL):6000 COMPARTMENT RELEASE DETECTION: VAPOR MON ITORING,GROUNDWATER MONITORING,SIR(STAT.INVENTORY RECONCILIATION)&INVENTORY CONTROL SPILL CONTAINMENT AND OVERFILL PREVENTION: TIGHT-FILL FITTING CONTAIN ER/BUCKET/SUMP,FACTORY-BUILT SPILL CONTAIN ER/BUCKET/SU MP,DELIVERY SHUT-OFF VALVE,FLOW RESTRICTOR VALUE PIPING SYSTEMS MATERIAL: FRP CORROSION PROTECTION: FRP TANK OR PIPING(NONCORRODIBLE) EXTERNAL CONTAINMENT: CONNECTORS&VALVES: CORROSION PROTECTION: FRP TANK OR PIPING(NONCORRODIBLE) PIPE COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE TANK ID: 1 NUMBER OF COMPARTMENTS: 2 INSTALLATION DATE:09/01/1993 REGISTRATION DATE: 05/08/1986 TANK CAPACITY(GAL): 12000 EMPTY TANK: NOT EMPTY STATUS: IN USE STATUS BEGIN DATE: 09/01/1993 INTERNAL PROTECTION DATE: REGULATORY STATUS: FULLY REGULATED TANK DESIGN SINGLE WALL: YES TANK DESIGN DOUBLE WALL: NO PIPE DESIGN SINGLE WALL: YES PIPE DESIGN DOUBLE WALL: NO TANK DETAILS MATERIAL: COMPOSITE CORROSION PROTECTION: COMPOSITE TANK(STEEL W/FRP EXTERNAL LAMINATE) EXTERNAL CONTAINMENT: TANK COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE COMPARTMENT DETAILS UST COMPARTMENT ID: 152043 TANK ID: 1 COMPARTMENT LETTER: B SUBSTANCES: GASOLINE OTHER SUBSTANCES: CAPACITY(GAL):6000 earthwww.aeo-search.com 888-396-0042 Order#169298 Job#421869 140 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Leaking Petroleum Storage Tanks (LPST) COMPARTMENT RELEASE DETECTION: VAPOR MON ITORING,GROUNDWATER MONITORING,SIR(STAT.INVENTORY RECONCILIATION)&INVENTORY CONTROL SPILL CONTAINMENT AND OVERFILL PREVENTION: TIGHT-FILL FITTING CONTAIN ER/BUCKET/SUMP,FACTORY-BUILT SPILL CONTAIN ER/BUCKET/SU MP,DELIVERY SHUT-OFF VALVE,FLOW RESTRICTOR VALUE PIPING SYSTEMS MATERIAL: FRP CORROSION PROTECTION: FRP TANK OR PIPING(NONCORRODIBLE) EXTERNAL CONTAINMENT: CONNECTORS&VALVES: CORROSION PROTECTION: FRP TANK OR PIPING(NONCORRODIBLE) PIPE COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE TANK ID: 1A NUMBER OF COMPARTMENTS: 1 INSTALLATION DATE:01/01/1972 REGISTRATION DATE: 05/08/1986 TANK CAPACITY(GAL): 6000 EMPTY TANK: NOT EMPTY STATUS: REMOVED FROM GROUND STATUS BEGIN DATE: 01/11/1991 INTERNAL PROTECTION DATE: REGULATORY STATUS: FULLY REGULATED TANK DESIGN SINGLE WALL: NO TANK DESIGN DOUBLE WALL: NO PIPE DESIGN SINGLE WALL: NO PIPE DESIGN DOUBLE WALL: NO TANK DETAILS MATERIAL: STEEL CORROSION PROTECTION: EXTERNAL CONTAINMENT: TANK COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: NO CORROSION PROTECTION VARIANCE: NO VARIANCE COMPARTMENT DETAILS UST COMPARTMENT ID: 152041 TANK ID: 1A COMPARTMENT LETTER:A SUBSTANCES: GASOLINE OTHER SUBSTANCES: CAPACITY(GAL):6000 COMPARTMENT RELEASE DETECTION: SPILL CONTAINMENT AND OVERFILL PREVENTION: PIPING SYSTEMS MATERIAL: STEEL CORROSION PROTECTION: EXTERNAL CONTAINMENT: CONNECTORS&VALVES: aw earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 141 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Leaking Petroleum Storage Tanks (LPST) CORROSION PROTECTION: PIPE COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: NO CORROSION PROTECTION VARIANCE: NO VARIANCE TANK ID: 2 NUMBER OF COMPARTMENTS: 2 INSTALLATION DATE:09/01/1993 REGISTRATION DATE: 05/08/1986 TANK CAPACITY(GAL): 12000 EMPTY TANK: NOT EMPTY STATUS: IN USE STATUS BEGIN DATE: 09/01/1993 INTERNAL PROTECTION DATE: REGULATORY STATUS: FULLY REGULATED TANK DESIGN SINGLE WALL: YES TANK DESIGN DOUBLE WALL: NO PIPE DESIGN SINGLE WALL: YES PIPE DESIGN DOUBLE WALL: NO TANK DETAILS MATERIAL: COMPOSITE CORROSION PROTECTION: COMPOSITE TANK(STEEL W/FRP EXTERNAL LAMINATE) EXTERNAL CONTAINMENT: TANK COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE COMPARTMENT DETAILS UST COMPARTMENT ID: 152044 TANK ID:2 COMPARTMENT LETTER:A SUBSTANCES: GASOLINE OTHER SUBSTANCES: CAPACITY(GAL):8000 COMPARTMENT RELEASE DETECTION: VAPOR MON ITORING,GROUNDWATER MONITORING,SIR(STAT.INVENTORY RECONCILIATION)&INVENTORY CONTROL SPILL CONTAINMENT AND OVERFILL PREVENTION: TIGHT-FILL FITTING CONTAIN ER/BUCKET/SUMP,FACTORY-BUILT SPILL CONTAIN ER/BUCKET/SU MP,DELIVERY SHUT-OFF VALVE,FLOW RESTRICTOR VALUE PIPING SYSTEMS MATERIAL: FRP CORROSION PROTECTION: FRP TANK OR PIPING(NONCORRODIBLE) EXTERNAL CONTAINMENT: CONNECTORS&VALVES: CORROSION PROTECTION: FRP TANK OR PIPING(NONCORRODIBLE) PIPE COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE TANK ID: 2 NUMBER OF COMPARTMENTS: 2 INSTALLATION DATE:09/01/1993 REGISTRATION DATE: 05/08/1986 TANK CAPACITY(GAL): 12000 EMPTY TANK: NOT EMPTY STATUS: IN USE STATUS BEGIN DATE: 09/01/1993 earthwww.aeo-search.com 888-396-0042 Order#169298 Job#421869 142 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Leaking Petroleum Storage Tanks (LPST) INTERNAL PROTECTION DATE: REGULATORY STATUS: FULLY REGULATED TANK DESIGN SINGLE WALL: YES TANK DESIGN DOUBLE WALL: NO PIPE DESIGN SINGLE WALL: YES PIPE DESIGN DOUBLE WALL: NO TANK DETAILS MATERIAL: COMPOSITE CORROSION PROTECTION: COMPOSITE TANK(STEEL W/FRP EXTERNAL LAMINATE) EXTERNAL CONTAINMENT: TANK COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE COMPARTMENT DETAILS UST COMPARTMENT ID: 152045 TANK ID:2 COMPARTMENT LETTER: B SUBSTANCES: DIESEL OTHER SUBSTANCES: CAPACITY(GAL):4000 COMPARTMENT RELEASE DETECTION: VAPOR MON ITORING,GROUNDWATER MONITORING,SIR(STAT.INVENTORY RECONCILIATION)&INVENTORY CONTROL SPILL CONTAINMENT AND OVERFILL PREVENTION: TIGHT-FILL FITTING CONTAIN ER/BUCKET/SUMP,FACTORY-BUILT SPILL CONTAIN ER/BUCKET/SU MP,DELIVERY SHUT-OFF VALVE,FLOW RESTRICTOR VALUE PIPING SYSTEMS MATERIAL: FRP CORROSION PROTECTION: FRP TANK OR PIPING(NONCORRODIBLE) EXTERNAL CONTAINMENT: CONNECTORS&VALVES: CORROSION PROTECTION: FRP TANK OR PIPING(NONCORRODIBLE) PIPE COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE TANK ID: 2A NUMBER OF COMPARTMENTS: 1 INSTALLATION DATE:01/01/1972 REGISTRATION DATE: 05/08/1986 TANK CAPACITY(GAL): 8000 EMPTY TANK: NOT EMPTY STATUS: REMOVED FROM GROUND STATUS BEGIN DATE: 01/11/1991 INTERNAL PROTECTION DATE: REGULATORY STATUS: FULLY REGULATED TANK DESIGN SINGLE WALL: NO TANK DESIGN DOUBLE WALL: NO PIPE DESIGN SINGLE WALL: NO PIPE DESIGN DOUBLE WALL: NO TANK DETAILS MATERIAL: STEEL CORROSION PROTECTION: aw earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 143 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Leaking Petroleum Storage Tanks (LPST) EXTERNAL CONTAINMENT: TANK COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: NO CORROSION PROTECTION VARIANCE: NO VARIANCE COMPARTMENT DETAILS UST COMPARTMENT ID: 152040 TANK ID:2A COMPARTMENT LETTER:A SUBSTANCES: GASOLINE OTHER SUBSTANCES: CAPACITY(GAL):8000 COMPARTMENT RELEASE DETECTION: SPILL CONTAINMENT AND OVERFILL PREVENTION: PIPING SYSTEMS MATERIAL: STEEL CORROSION PROTECTION: EXTERNAL CONTAINMENT: CONNECTORS&VALVES: CORROSION PROTECTION: PIPE COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: NO CORROSION PROTECTION VARIANCE: NO VARIANCE TANK ID: 3 NUMBER OF COMPARTMENTS: 1 INSTALLATION DATE:01/01/1972 REGISTRATION DATE: 05/08/1986 TANK CAPACITY(GAL): 8000 EMPTY TANK: NOT EMPTY STATUS: REMOVED FROM GROUND STATUS BEGIN DATE: 01/11/1991 INTERNAL PROTECTION DATE: REGULATORY STATUS: FULLY REGULATED TANK DESIGN SINGLE WALL: NO TANK DESIGN DOUBLE WALL: NO PIPE DESIGN SINGLE WALL: NO PIPE DESIGN DOUBLE WALL: NO TANK DETAILS MATERIAL: STEEL CORROSION PROTECTION: EXTERNAL CONTAINMENT: TANK COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: NO CORROSION PROTECTION VARIANCE: NO VARIANCE COMPARTMENT DETAILS UST COMPARTMENT ID: 152039 TANK ID:3 COMPARTMENT LETTER:A aw earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 144 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Leaking Petroleum Storage Tanks (LPST) SUBSTANCES: GASOLINE OTHER SUBSTANCES: CAPACITY(GAL):8000 COMPARTMENT RELEASE DETECTION: SPILL CONTAINMENT AND OVERFILL PREVENTION: PIPING SYSTEMS MATERIAL: STEEL CORROSION PROTECTION: EXTERNAL CONTAINMENT: CONNECTORS&VALVES: CORROSION PROTECTION: PIPE COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: NO CORROSION PROTECTION VARIANCE: NO VARIANCE TANK ID: 4 NUMBER OF COMPARTMENTS: 1 INSTALLATION DATE:01/01/1972 REGISTRATION DATE: 05/08/1986 TANK CAPACITY(GAL): 550 EMPTY TANK: NOT EMPTY STATUS: REMOVED FROM GROUND STATUS BEGIN DATE: 01/11/1991 INTERNAL PROTECTION DATE: REGULATORY STATUS: FULLY REGULATED TANK DESIGN SINGLE WALL: NO TANK DESIGN DOUBLE WALL: NO PIPE DESIGN SINGLE WALL: NO PIPE DESIGN DOUBLE WALL: NO TANK DETAILS MATERIAL: STEEL CORROSION PROTECTION: EXTERNAL CONTAINMENT: TANK COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: NO CORROSION PROTECTION VARIANCE: NO VARIANCE COMPARTMENT DETAILS UST COMPARTMENT ID: 152038 TANK ID:4 COMPARTMENT LETTER:A SUBSTANCES: USED OIL OTHER SUBSTANCES: CAPACITY(GAL): 550 COMPARTMENT RELEASE DETECTION: SPILL CONTAINMENT AND OVERFILL PREVENTION: PIPING SYSTEMS MATERIAL: STEEL CORROSION PROTECTION: EXTERNAL CONTAINMENT: CONNECTORS&VALVES: aw earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 145 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Leaking Petroleum Storage Tanks (LPST) CORROSION PROTECTION: PIPE COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: NO CORROSION PROTECTION VARIANCE: NO VARIANCE ABOVEGROUND STORAGE TANK INFORMATION NO ABOVEGROUND STORAGE TANK DATA REPORTED FOR THIS FACILITY Back to Report LMmary earthwww.aeo-search.com 888-396-0042 Order#169298 Job#421869 146 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Notice of Violations (NOW AP ID#9 Distance from Property: 0.017 mi.(90 ft.) ENE Elevation: 14 ft. SITE INFORMATION REFERENCE#: RN103099735 CUSTOMER#: CN601703473 NAME: BANGS CITGO ADDRESS: 10402 SPID CORPUS CHRISTI TX 78418 CITY: CORPUS CHRISTI STATE: TX ZI PCODE: 78418 COUNTY: NUECES BUSINESS: RETAIL CONTACT: REGULATED ENTITY STREET ADDRESS: 10402S PADRE ISLAND DR,CORPUS CHRISTI,TX 78418 SITE DETAILS VIOLATION ISSUED: 7/13/2018 CATEGORY: C MEDIA: WASTE STATUS: RESOLVED ALLEGATION: FAILED TO ASSURE THAT ALL SPILL AND OVERFILL PREVENTION DEVICES INSTALLED ARE MAINTAINED IN GOOD OPERATING CONDITIONS,AND THAT SUCH DEVICES ARE INSPECTED AND SERVICED IN ACCORDANCE WITH MANUFACTURES'SPECIFICATIONS. RESOLUTION DESCRIPTION: ONJULY30,2018,THEREGULATED ENTITYSUBMITTEDAPPROP RIATECOMPLIANCEDOCUMEN TATIONFORTH ISALLEG EDVIOLAT ION.SPECIFICALLY,THEREGULATEDENTITYCONTRACTEDWITHFDR&CPSERVICES,LLCONJULY17,2018ANDTHETECHNICIANIN DICATEDTHATALLTAN KTOPFI TTI N GSAREIN GOODCON DI TIONAN DWE REVAPO RTI GH T.ACOPYOFTH ETEC H N ICIANS REPO RTW ASSUBMITTEDASCOMPLIANCEDOCUMENTATION,THUSRESOLVINGTHISALLEGEDVIOLATION. VIOLATION ISSUED: 7/13/2018 CATEGORY: B MEDIA: WASTE STATUS: ACTIVE ALLEGATION: FAILED TO CONDUCT INVENTORY CONTROL PROCEDURES IN ACCORDANCE WITH APPLICABLE REQUIREMENTS. RESOLUTION DESCRIPTION: VIOLATION ISSUED: 7/13/2018 CATEGORY: B MEDIA: WASTE STATUS: ACTIVE ALLEGATION: FAILED TO SECURELY ANCHOR EMERGENCY SHUT-OFF VALVES FOR EACH PRESSURIZED DELIVERY OR PRODUCT LINE. RESOLUTION DESCRIPTION: ju earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 147 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Notice of Violations (NOW VIOLATION ISSUED: 7/13/2018 CATEGORY: B MEDIA: WASTE STATUS: ACTIVE ALLEGATION: FAILED TO CONDUCT INVENTORY CONTROL PROCEDURES IN ACCORDANCE WITH APPLICABLE REQUIREMENTS. RESOLUTION DESCRIPTION: VIOLATION ISSUED: 7/13/2018 CATEGORY: B MEDIA: WASTE STATUS: RESOLVED ALLEGATION: FAILED TO ENSURE THAT THE UNDERGROUND STORAGE TANK SYSTEM IS ADEQUATELY PROTECTED FROM CORROSION IN ACCORDANCE WITH THE APPLICABLE REQUIREMENTS OF 30 TEXAS ADMINISTRATIVE CODES(TAC) 334.49. RESOLUTION DESCRIPTION: ONJULY30,2018,THEREGULATED ENTITYSUBMITTEDAPPROP RIATECOMPLIANCEDOCUMEN TATIONFORTH ISALLEG EDVIOLAT ION.SPECIFICALLY,THEREGULATEDENTITYCONTRACTEDWITHFDR&CPSERVICES,LLCONJULY17,2018ANDTHECATHODICPR OTE CTIONSYSTE MWASTESTED TOB EWO RKIN GWI THINS P ECIF ICATIONS.ACOPYOFTH EPASS IN GCO RROSION PROTECTION RE PORTWASSUBMITTEDASCOMPLIANCEDOCUMENTATION,THUSRESOLVINGTHISALLEGEDVIOLATION. VIOLATION ISSUED: 7/13/2018 CATEGORY: C MEDIA: WASTE STATUS: RESOLVED ALLEGATION: FAILED TO ASSURE THAT ALL SPILL AND OVERFILL PREVENTION DEVICES INSTALLED ARE MAINTAINED IN GOOD OPERATING CONDITIONS,AND THAT SUCH DEVICES ARE INSPECTED AND SERVICED IN ACCORDANCE WITH MANUFACTURES'SPECIFICATIONS. RESOLUTION DESCRIPTION: ONJULY30,2018,THEREGULATED ENTITYSUBMITTEDAPPROP RIATECOMPLIANCEDOCUMEN TATIONFORTH ISALLEG EDVIOLAT ION.SPECIFICALLY,THEREGULATEDENTITYCONTRACTEDWITHFDR&CPSERVICES,LLCONJULY17,2018ANDTHETECHNICIANIN DICATEDTHATALLTANKTOPFITTI NGSAREINGOODCONDITIONANDWEREVAPORTI GHT.ACOPYOFTHETEC HNICIANSREPO RTW ASSUBMITTEDASCOMPLIANCEDOCUMENTATION,THUSRESOLVINGTHISALLEGEDVIOLATION. VIOLATION ISSUED: 02/28/08 CATEGORY: MINOR MEDIA: WASTE STATUS: ACTIVE ALLEGATION: FAILURE TO MAINTAIN RECORDS RELATING TO THE OPERATION AND MAINTENANCE OF A UST SYSTEM(INCLUDING RECORDS RELATED TO INSPECTION,SERVICING,TESTING,AND INVENTORY CONTROL)FOR AT LEAST FIVE YEARS,AND SUCH RECORDS SHALL BE MAINTAINED IN ACCORDANCE WITH 30 RESOLUTION DESCRIPTION: ju earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 148 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Notice of Violations (NOW VIOLATION ISSUED: 02/28/08 CATEGORY: MODERATE MEDIA: WASTE STATUS: ACTIVE ALLEGATION: FAILURE TO MAINTAIN RECORDS RELATING TO THE OPERATION AND MAINTENANCE OF A UST SYSTEM(INCLUDING RECORDS RELATED TO INSPECTION,SERVICING,TESTING,AND INVENTORY CONTROL)FOR AT LEAST FIVE YEARS,AND SUCH RECORDS SHALL BE MAINTAINED IN ACCORDANCE WITH 30 RESOLUTION DESCRIPTION: VIOLATION ISSUED: 02/28/08 CATEGORY: MODERATE MEDIA: WASTE STATUS: ACTIVE ALLEGATION: FAILURE TO MAINTAIN RECORDS RELATING TO THE OPERATION AND MAINTENANCE OF A UST SYSTEM(INCLUDING RECORDS RELATED TO INSPECTION,SERVICING,TESTING,AND INVENTORY CONTROL)FOR AT LEAST FIVE YEARS,AND SUCH RECORDS SHALL BE MAINTAINED IN ACCORDANCE WITH 30 RESOLUTION DESCRIPTION: Back to Report Lmmary earthwww.aeo-search.com 888-396-0042 Order#169298 Job#421869 149 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Petroleum Storage Tanks (PST) AP ID#9 Distance from Property: 0.017 mi.(90 ft.) ENE Elevation: 14 ft. FACILITY INFORMATION CONTACT INFORMATION ID#: 26764 NAME: KI HYUK BANG NAME: BANGS CITGO TITLE: PRESIDENT ADDRESS: 10402 S PADRE ISLAND DR ORGANIZATION: BANGS CITGO CORPUS CHRISTI,TX 78418 MAIL ADDRESS: COUNTY: NUECES REGION: 14 PHONE: (361)9371822 0 TYPE: RETAIL BEGIN DATE: 08/31/1990 STATUS: ACTIVE EXEMPT STATUS: NO RECORDS OFF-SITE: NO NUMBER OF ACTIVE UNDERGROUND TANKS: 2 NUMBER OF ACTIVE ABOVEGROUND TANKS: 0 APPLICATION INFORMATION: RECEIVED DATE ON EARLIEST REGISTRATION FORM: 04/02/2020 SIGNATURE DATE ON EARLIEST REGISTRATION FORM: 03/27/2020 SIGNATURE NAME&TITLE: KITT BANG,PRIES ENFORCEMENT ACTION DATE: OWNER OWNER NUMBER: CN601703473 NAME: BANG SERVICES INC CONTACT ADDRESS: 10402 S PADRE ISLAND DR CORPUS CHRISTI TX 78418 TYPE: CORPORATION/COMPANY BEGIN DATE: 10/31/2007 CONTACT ROLE: OWNOPRCON CONTACT NAME: KI HYUK BANG CONTACT TITLE: ORGANIZATION: BANG SERVICES INC PHONE: (361)9371822 0 FAX: EMAIL: OPERATOR OPERATOR NUMBER: CN601703473 NAME: BANG SERVICES INC CONTACT ADDRESS: 10402 S PADRE ISLAND DR CORPUS CHRISTI TX 78418 TYPE: CORPORATION/COMPANY BEGIN DATE: 10/31/2007 CONTACT ROLE: OWNOPRCON CONTACT NAME: KI HYUK BANG aw earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 150 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Petroleum Storage Tanks (PST) CONTACT TITLE: ORGANIZATION: BANG SERVICES INC PHONE: (361)9371822 0 FAX: EMAIL: SELF-CERTIFICATION SELF-CERTIFICATION ID: 336858 SIGNATURE DATE: 03/27/2020 SIGNATURE NAME&TITLE: KITT BANG,PRIES FILING STATUS: RENEWAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 319504 SIGNATURE DATE: 04/18/2019 SIGNATURE NAME&TITLE: KI BANG,PRESIDENT FILING STATUS: RENEWAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 302453 SIGNATURE DATE: 04/12/2018 SIGNATURE NAME&TITLE: KI BANG,PRIES FILING STATUS: RENEWAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 285933 SIGNATURE DATE: 03/29/2017 SIGNATURE NAME&TITLE: K BANG,PRESIDENT FILING STATUS: RENEWAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 270554 SIGNATURE DATE: 05/24/2016 SIGNATURE NAME&TITLE: KI H BANG,PRESIDENT FILING STATUS: RENEWAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 252709 SIGNATURE DATE: 04/29/2015 SIGNATURE NAME&TITLE: MI CHU BANG,VP FILING STATUS: RENEWAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 236143 SIGNATURE DATE: 04/25/2014 SIGNATURE NAME&TITLE: JAMES BANG,PRES/OWN/OP FILING STATUS: RENEWAL REGISTRATION FLAG: YES aw earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 151 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Petroleum Storage Tanks (PST) SELF-CERTIFICATION ID: 219013 SIGNATURE DATE: 03/29/2013 SIGNATURE NAME&TITLE: MICHA BANG,VP FILING STATUS: RENEWAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 157467 SIGNATURE DATE: 04/15/2012 SIGNATURE NAME&TITLE: KI HYUK BANG,PRESIDENT FILING STATUS: RENEWAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 157466 SIGNATURE DATE: 04/22/2011 SIGNATURE NAME&TITLE: KI HYUK BANG,PRES/OWN/OPER FILING STATUS: RENEWAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 157465 SIGNATURE DATE: 04/29/2010 SIGNATURE NAME&TITLE: KI HYUK BANG,PRIES FILING STATUS: RENEWAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 157464 SIGNATURE DATE: 05/01/2009 SIGNATURE NAME&TITLE: KI HYUK BANG,PRIES FILING STATUS: RENEWAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 157463 SIGNATURE DATE: 01/05/2008 SIGNATURE NAME&TITLE: KI HYUK BANK,PRIES FILING STATUS: RENEWAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 157462 SIGNATURE DATE: 01/04/2008 SIGNATURE NAME&TITLE: KI HYUK BANG,PRIES FILING STATUS: INITIAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 157461 SIGNATURE DATE: 02/28/2007 SIGNATURE NAME&TITLE: KI HYUK BANG,OPERATOR/PRESIDENT FILING STATUS: RENEWAL aw earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 152 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Petroleum Storage Tanks (PST) REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 157460 SIGNATURE DATE: 02/10/2006 SIGNATURE NAME&TITLE: CHA KIM YONG,VICE PRESIDENT FILING STATUS: RENEWAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 157459 SIGNATURE DATE: 02/25/2005 SIGNATURE NAME&TITLE: KI HYUKBANG, FILING STATUS: RENEWAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 157458 SIGNATURE DATE: 02/17/2004 SIGNATURE NAME&TITLE: KI HYUK BANG,PRESIDENT FILING STATUS: RENEWAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 157457 SIGNATURE DATE: 02/11/2003 SIGNATURE NAME&TITLE: KI HYUK BANG,OWNER FILING STATUS: RENEWAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 157456 SIGNATURE DATE: 02/05/2002 SIGNATURE NAME&TITLE: KI HYUK BANG,OWNER FILING STATUS: RENEWAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 157455 SIGNATURE DATE: 01/23/2001 SIGNATURE NAME&TITLE: K H BANG,OWNER FILING STATUS: INITIAL REGISTRATION FLAG: YES CONSTRUCTION NOTIFICATION NO CONSTRUCTION NOTIFICATION DATA REPORTED FOR THIS FACILITY UNDERGROUND STORAGE TANK TANK ID: 1 NUMBER OF COMPARTMENTS: 2 INSTALLATION DATE:09/01/1993 REGISTRATION DATE: 05/08/1986 TANK CAPACITY(GAL): 12000 EMPTY TANK: NOT EMPTY STATUS: IN USE STATUS BEGIN DATE: 09/01/1993 INTERNAL PROTECTION DATE: REGULATORY STATUS: FULLY REGULATED TANK DESIGN SINGLE WALL: YES TANK DESIGN DOUBLE WALL: NO earthwww.aeo-search.com 888-396-0042 Order#169298 Job#421869 153 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Petroleum Storage Tanks (PST) PIPE DESIGN SINGLE WALL: YES PIPE DESIGN DOUBLE WALL: NO TANK DETAILS MATERIAL: COMPOSITE CORROSION PROTECTION: COMPOSITE TANK(STEEL W/FRP EXTERNAL LAMINATE) EXTERNAL CONTAINMENT: TANK COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE COMPARTMENT DETAILS UST COMPARTMENT ID: 152042 TANK ID: 1 COMPARTMENT LETTER:A SUBSTANCES: GASOLINE OTHER SUBSTANCES: CAPACITY(GAL):6000 COMPARTMENT RELEASE DETECTION: VAPOR MON ITORING,GROUNDWATER MONITORING,SIR(STAT.INVENTORY RECONCILIATION)&INVENTORY CONTROL SPILL CONTAINMENT AND OVERFILL PREVENTION: TIGHT-FILL FITTING CONTAIN ER/BUCKET/SUMP,FACTORY-BUILT SPILL CONTAIN ER/BUCKET/SU MP,DELIVERY SHUT-OFF VALVE,FLOW RESTRICTOR VALUE PIPING SYSTEMS MATERIAL: FRP CORROSION PROTECTION: FRP TANK OR PIPING(NONCORRODIBLE) EXTERNAL CONTAINMENT: CONNECTORS&VALVES: PIPING RELEASE DETECTION: VAPOR MONITORING,ANNUAL PIPING TIGHTNESS TEST/ANNUAL ELECTRONIC MONITORING(@ 0.1 GPH),AUTO. LINE LEAK DETECTOR(3.0 GPH FOR PRESSURE PIPING),SIR(STAT.INVENTORY RECONCILIATION)&INVENTORY CONTROL PIPE COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE TANK ID: 1A NUMBER OF COMPARTMENTS: 1 INSTALLATION DATE:01/01/1972 REGISTRATION DATE: 05/08/1986 TANK CAPACITY(GAL): 6000 EMPTY TANK: NOT EMPTY STATUS: REMOVED FROM GROUND STATUS BEGIN DATE: 01/11/1991 INTERNAL PROTECTION DATE: REGULATORY STATUS: FULLY REGULATED TANK DESIGN SINGLE WALL: NO TANK DESIGN DOUBLE WALL: NO PIPE DESIGN SINGLE WALL: NO PIPE DESIGN DOUBLE WALL: NO TANK DETAILS MATERIAL: STEEL CORROSION PROTECTION: aw earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 154 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Petroleum Storage Tanks (PST) EXTERNAL CONTAINMENT: TANK COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: NO CORROSION PROTECTION VARIANCE: NO VARIANCE COMPARTMENT DETAILS UST COMPARTMENT ID: 152041 TANK ID: 1A COMPARTMENT LETTER:A SUBSTANCES: GASOLINE OTHER SUBSTANCES: CAPACITY(GAL):6000 COMPARTMENT RELEASE DETECTION: SPILL CONTAINMENT AND OVERFILL PREVENTION: PIPING SYSTEMS MATERIAL: STEEL CORROSION PROTECTION: EXTERNAL CONTAINMENT: CONNECTORS&VALVES: PIPING RELEASE DETECTION: PIPE COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: NO CORROSION PROTECTION VARIANCE: NO VARIANCE TANK ID: 1 NUMBER OF COMPARTMENTS: 2 INSTALLATION DATE:09/01/1993 REGISTRATION DATE: 05/08/1986 TANK CAPACITY(GAL): 12000 EMPTY TANK: NOT EMPTY STATUS: IN USE STATUS BEGIN DATE: 09/01/1993 INTERNAL PROTECTION DATE: REGULATORY STATUS: FULLY REGULATED TANK DESIGN SINGLE WALL: YES TANK DESIGN DOUBLE WALL: NO PIPE DESIGN SINGLE WALL: YES PIPE DESIGN DOUBLE WALL: NO TANK DETAILS MATERIAL: COMPOSITE CORROSION PROTECTION: COMPOSITE TANK(STEEL W/FRP EXTERNAL LAMINATE) EXTERNAL CONTAINMENT: TANK COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE COMPARTMENT DETAILS UST COMPARTMENT ID: 152043 TANK ID: 1 earthwww.aeo-search.com 888-396-0042 Order#169298 Job#421869 155 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Petroleum Storage Tanks (PST) COMPARTMENT LETTER: B SUBSTANCES: GASOLINE OTHER SUBSTANCES: CAPACITY(GAL):6000 COMPARTMENT RELEASE DETECTION: VAPOR MON ITORING,GROUNDWATER MONITORING,SIR(STAT.INVENTORY RECONCILIATION)&INVENTORY CONTROL SPILL CONTAINMENT AND OVERFILL PREVENTION: TIGHT-FILL FITTING CONTAIN ER/BUCKET/SUMP,FACTORY-BUILT SPILL CONTAIN ER/BUCKET/SU MP,DELIVERY SHUT-OFF VALVE,FLOW RESTRICTOR VALUE PIPING SYSTEMS MATERIAL: FRP CORROSION PROTECTION: FRP TANK OR PIPING(NONCORRODIBLE) EXTERNAL CONTAINMENT: CONNECTORS&VALVES: PIPING RELEASE DETECTION: VAPOR MONITORING,ANNUAL PIPING TIGHTNESS TEST/ANNUAL ELECTRONIC MONITORING(@ 0.1 GPH),AUTO. LINE LEAK DETECTOR(3.0 GPH FOR PRESSURE PIPING),SIR(STAT.INVENTORY RECONCILIATION)&INVENTORY CONTROL PIPE COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE TANK ID: 2 NUMBER OF COMPARTMENTS: 2 INSTALLATION DATE:09/01/1993 REGISTRATION DATE: 05/08/1986 TANK CAPACITY(GAL): 12000 EMPTY TANK: NOT EMPTY STATUS: IN USE STATUS BEGIN DATE: 09/01/1993 INTERNAL PROTECTION DATE: REGULATORY STATUS: FULLY REGULATED TANK DESIGN SINGLE WALL: YES TANK DESIGN DOUBLE WALL: NO PIPE DESIGN SINGLE WALL: YES PIPE DESIGN DOUBLE WALL: NO TANK DETAILS MATERIAL: COMPOSITE CORROSION PROTECTION: COMPOSITE TANK(STEEL W/FRP EXTERNAL LAMINATE) EXTERNAL CONTAINMENT: TANK COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE COMPARTMENT DETAILS UST COMPARTMENT ID: 152044 TANK ID:2 COMPARTMENT LETTER:A SUBSTANCES: GASOLINE OTHER SUBSTANCES: CAPACITY(GAL):8000 COMPARTMENT RELEASE DETECTION: VAPOR MON ITORING,GROUNDWATER MONITORING,SIR(STAT.INVENTORY RECONCILIATION)&INVENTORY CONTROL earthwww.aeo-search.com 888-396-0042 Order#169298 Job#421869 156 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Petroleum Storage Tanks (PST) SPILL CONTAINMENT AND OVERFILL PREVENTION: TIGHT-FILL FITTING CONTAIN ER/BUCKET/SUMP,FACTORY-BUILT SPILL CONTAIN ER/BUCKET/SU MP,DELIVERY SHUT-OFF VALVE,FLOW RESTRICTOR VALUE PIPING SYSTEMS MATERIAL: FRP CORROSION PROTECTION: FRP TANK OR PIPING(NONCORRODIBLE) EXTERNAL CONTAINMENT: CONNECTORS&VALVES: PIPING RELEASE DETECTION: VAPOR MONITORING,ANNUAL PIPING TIGHTNESS TEST/ANNUAL ELECTRONIC MONITORING(@ 0.1 GPH),AUTO. LINE LEAK DETECTOR(3.0 GPH FOR PRESSURE PIPING),SIR(STAT.INVENTORY RECONCILIATION)&INVENTORY CONTROL PIPE COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE TANK ID: 2A NUMBER OF COMPARTMENTS: 1 INSTALLATION DATE:01/01/1972 REGISTRATION DATE: 05/08/1986 TANK CAPACITY(GAL): 8000 EMPTY TANK: NOT EMPTY STATUS: REMOVED FROM GROUND STATUS BEGIN DATE: 01/11/1991 INTERNAL PROTECTION DATE: REGULATORY STATUS: FULLY REGULATED TANK DESIGN SINGLE WALL: NO TANK DESIGN DOUBLE WALL: NO PIPE DESIGN SINGLE WALL: NO PIPE DESIGN DOUBLE WALL: NO TANK DETAILS MATERIAL: STEEL CORROSION PROTECTION: EXTERNAL CONTAINMENT: TANK COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: NO CORROSION PROTECTION VARIANCE: NO VARIANCE COMPARTMENT DETAILS UST COMPARTMENT ID: 152040 TANK ID:2A COMPARTMENT LETTER:A SUBSTANCES: GASOLINE OTHER SUBSTANCES: CAPACITY(GAL):8000 COMPARTMENT RELEASE DETECTION: SPILL CONTAINMENT AND OVERFILL PREVENTION: PIPING SYSTEMS MATERIAL: STEEL CORROSION PROTECTION: EXTERNAL CONTAINMENT: CONNECTORS&VALVES: aw earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 157 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Petroleum Storage Tanks (PST) PIPING RELEASE DETECTION: PIPE COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: NO CORROSION PROTECTION VARIANCE: NO VARIANCE TANK ID: 2 NUMBER OF COMPARTMENTS: 2 INSTALLATION DATE:09/01/1993 REGISTRATION DATE: 05/08/1986 TANK CAPACITY(GAL): 12000 EMPTY TANK: NOT EMPTY STATUS: IN USE STATUS BEGIN DATE: 09/01/1993 INTERNAL PROTECTION DATE: REGULATORY STATUS: FULLY REGULATED TANK DESIGN SINGLE WALL: YES TANK DESIGN DOUBLE WALL: NO PIPE DESIGN SINGLE WALL: YES PIPE DESIGN DOUBLE WALL: NO TANK DETAILS MATERIAL: COMPOSITE CORROSION PROTECTION: COMPOSITE TANK(STEEL W/FRP EXTERNAL LAMINATE) EXTERNAL CONTAINMENT: TANK COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE COMPARTMENT DETAILS UST COMPARTMENT ID: 152045 TANK ID:2 COMPARTMENT LETTER: B SUBSTANCES: DIESEL OTHER SUBSTANCES: CAPACITY(GAL):4000 COMPARTMENT RELEASE DETECTION: VAPOR MON ITORING,GROUNDWATER MONITORING,SIR(STAT.INVENTORY RECONCILIATION)&INVENTORY CONTROL SPILL CONTAINMENT AND OVERFILL PREVENTION: TIGHT-FILL FITTING CONTAIN ER/BUCKET/SUMP,FACTORY-BUILT SPILL CONTAIN ER/BUCKET/SU MP,DELIVERY SHUT-OFF VALVE,FLOW RESTRICTOR VALUE PIPING SYSTEMS MATERIAL: FRP CORROSION PROTECTION: FRP TANK OR PIPING(NONCORRODIBLE) EXTERNAL CONTAINMENT: CONNECTORS&VALVES: PIPING RELEASE DETECTION: VAPOR MONITORING,ANNUAL PIPING TIGHTNESS TEST/ANNUAL ELECTRONIC MONITORING(@ 0.1 GPH),AUTO. LINE LEAK DETECTOR(3.0 GPH FOR PRESSURE PIPING),SIR(STAT.INVENTORY RECONCILIATION)&INVENTORY CONTROL PIPE COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE TANK ID: 3 NUMBER OF COMPARTMENTS: 1 earthwww.aeo-search.com 888-396-0042 Order#169298 Job#421869 158 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Petroleum Storage Tanks (PST) INSTALLATION DATE:01/01/1972 REGISTRATION DATE: 05/08/1986 TANK CAPACITY(GAL): 8000 EMPTY TANK: NOT EMPTY STATUS: REMOVED FROM GROUND STATUS BEGIN DATE: 01/11/1991 INTERNAL PROTECTION DATE: REGULATORY STATUS: FULLY REGULATED TANK DESIGN SINGLE WALL: NO TANK DESIGN DOUBLE WALL: NO PIPE DESIGN SINGLE WALL: NO PIPE DESIGN DOUBLE WALL: NO TANK DETAILS MATERIAL: STEEL CORROSION PROTECTION: EXTERNAL CONTAINMENT: TANK COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: NO CORROSION PROTECTION VARIANCE: NO VARIANCE COMPARTMENT DETAILS UST COMPARTMENT ID: 152039 TANK ID:3 COMPARTMENT LETTER:A SUBSTANCES: GASOLINE OTHER SUBSTANCES: CAPACITY(GAL):8000 COMPARTMENT RELEASE DETECTION: SPILL CONTAINMENT AND OVERFILL PREVENTION: PIPING SYSTEMS MATERIAL: STEEL CORROSION PROTECTION: EXTERNAL CONTAINMENT: CONNECTORS&VALVES: PIPING RELEASE DETECTION: PIPE COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: NO CORROSION PROTECTION VARIANCE: NO VARIANCE TANK ID: 4 NUMBER OF COMPARTMENTS: 1 INSTALLATION DATE:01/01/1972 REGISTRATION DATE: 05/08/1986 TANK CAPACITY(GAL): 550 EMPTY TANK: NOT EMPTY STATUS: REMOVED FROM GROUND STATUS BEGIN DATE: 01/11/1991 INTERNAL PROTECTION DATE: REGULATORY STATUS: FULLY REGULATED TANK DESIGN SINGLE WALL: NO TANK DESIGN DOUBLE WALL: NO PIPE DESIGN SINGLE WALL: NO PIPE DESIGN DOUBLE WALL: NO TANK DETAILS MATERIAL: aw earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 159 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Petroleum Storage Tanks (PST) STEEL CORROSION PROTECTION: EXTERNAL CONTAINMENT: TANK COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: NO CORROSION PROTECTION VARIANCE: NO VARIANCE COMPARTMENT DETAILS UST COMPARTMENT ID: 152038 TANK ID:4 COMPARTMENT LETTER:A SUBSTANCES: USED OIL OTHER SUBSTANCES: CAPACITY(GAL): 550 COMPARTMENT RELEASE DETECTION: SPILL CONTAINMENT AND OVERFILL PREVENTION: PIPING SYSTEMS MATERIAL: STEEL CORROSION PROTECTION: EXTERNAL CONTAINMENT: CONNECTORS&VALVES: PIPING RELEASE DETECTION: PIPE COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: NO CORROSION PROTECTION VARIANCE: NO VARIANCE ABOVEGROUND STORAGE TANK INFORMATION NO ABOVEGROUND STORAGE TANK DATA REPORTED FOR THIS FACILITY Back to Report Lmmary earthwww.aeo-search.com 888-396-0042 Order#169298 Job#421869 160 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Dry Cleaner Registration Database (DCR) AP 11111 Distance from Property: 0.026 mi.(137 ft.) ESE Elevation: 14 ft. FACILITY INFORMATION LOCATION NUMBER: RN104091624 CUSTOMER#: NOT REPORTED REGISTRATION ID: NOT REPORTED REGULATED ENTITY NAME: PADRE CLEANERS NAME: PADRE CLEANERS ADDRESS: 1209 WALDRON RD CORPUS CHRISTI,TX 78418-4428 COUNTY: NUECES ACCOUNT NUMBER: NOT REPORTED REGION: 14 PRINCIPAL NAME: NOT REPORTED ADDRESS: NOT REPORTED NOT REPORTED,NOT REPORTED NOT REPORTED EMAIL ADDRESS: NOT REPORTED PHONE NUMBER: NOT REPORTED SITE TYPE: DROP STATION REGISTRATION SITE STATUS: INACTIVE ELIGIBLE ANSWER: YES GROSS RECEIPT: $150,000 OR LESS FISCAL YEAR: FY2007 SOLVENT: NOT REPORTED QUANTITY: NOT REPORTED FISCAL YEAR: FY2006 SOLVENT: NOT REPORTED QUANTITY: NOT REPORTED FISCAL YEAR: FY2005 SOLVENT: NOT REPORTED QUANTITY: NOT REPORTED FISCAL YEAR: FY2004 SOLVENT: NOT REPORTED QUANTITY: NOT REPORTED Back to Report LMmary ju earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 161 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Railroad Commission VCP and Brownfield Sites (RRCVCP) AP ID# 11 Distance from Property: 0.046 mi.(243 ft.) ESE Elevation: 13 ft. VCP/BROWNFIELDS NUMBER: 10002 SITE TYPE: VOLUNTARY CLEANUP PROGRAM SITE ADDRESS: WALDRON RD&KNICKERBOCKER ST CITY: CORPUS CHRISTI COUNTY: NUECES STATE: TX ZIPCODE: NOT REPORTED SIZE OF SITE(ACRES): 13.67000008 STATUS: ACCEPTED CLEANUP STANDARDS: NOT REPORTED DATE ACCEPTED: 7/29/2010 DATE CLOSED: NOT REPORTED CLOSURE TYPE: NOT REPORTED CLOSURE VALUE: NOT REPORTED CERTIFICATE OF COMPLETION: NOT REPORTED Back to Report LMmary dfte§pSearth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 162 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Railroad Commission VCP and Brownfield Sites (RRCVCP) AP ID# 11 Distance from Property: 0.046 mi.(243 ft.) ESE Elevation: 13 ft. VCP/BROWNFIELDS NUMBER: 50001 SITE TYPE: VOLUNTARY CLEANUP PROGRAM SITE ADDRESS: WALDRON RD&KNICKERBOCKER ST CITY: CORPUS CHRISTI COUNTY: NUECES STATE: TX ZIPCODE: NOT REPORTED SIZE OF SITE(ACRES): 23.42099953 STATUS: CLOSED CLEANUP STANDARDS: NOT REPORTED DATE ACCEPTED: 1/10/2005 DATE CLOSED: 7/1/2007 CLOSURE TYPE: CERTIFICATE OF COMPLETION/INSTITUIONAL CONTROL CLOSURE VALUE: RESIDENTIAL, RESTRICTED GW CERTIFICATE OF COMPLETION: CLICK HERE Back to Report LMmary dfte§pSearth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 163 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Railroad Commission VCP and Brownfield Sites (RRCVCP) AP ID# 11 Distance from Property: 0.046 mi.(243 ft.) ESE Elevation: 13 ft. VCP/BROWNFIELDS NUMBER: 50003 SITE TYPE: VOLUNTARY CLEANUP PROGRAM SITE ADDRESS: 1/3 MILE E OF FAIN GAS PLANT,OFF HIGHWAY 87/287 CITY: MASTERSON COUNTY: POTTER STATE: TX ZIPCODE: NOT REPORTED SIZE OF SITE(ACRES): 1.626999974 STATUS: CLOSED CLEANUP STANDARDS: NOT REPORTED DATE ACCEPTED: 6/15/2005 DATE CLOSED: 3/14/2011 CLOSURE TYPE: CERTIFICATE OF COMPLETION CLOSURE VALUE: RESIDENTIAL,UNRESTRICTED CERTIFICATE OF COMPLETION: CLICK HERE Back to Report LMmary earchwww.aeo-search.com 888-396-0042 Order#169298 Job#421869 164 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Dry Cleaner Registration Database (DCR) AP 11111 Distance from Property: 0.124 mi.(655 ft.)WNW Elevation: 17 ft. FACILITY INFORMATION LOCATION NUMBER: RN103963898 CUSTOMER#: CN605630060 REGISTRATION ID: DCR11997 REGULATED ENTITY NAME: CARRS FLOUR BLUFF NAME: CARRS FLOUR BLUFF ADDRESS: 10309S PADRE ISLAND DR#1 CORPUS CHRISTI,TX 78418 COUNTY: NUECES ACCOUNT NUMBER: 24,007,860 REGION: REGION 14 PRINCIPAL NAME: CARRS CLEANERS&LAUNDRY LLC ADDRESS: 2730 S STAPLES ST CORPUS CHRISTI,TX 78404 EMAIL ADDRESS: CSKINNERIV@GMAIL.COM PHONE NUMBER: 361-8545371 SITE TYPE: DROP STATION REGISTRATION SITE STATUS: ACTIVE ELIGIBLE ANSWER: YES GROSS RECEIPT: $150,000 OR LESS FISCAL YEAR: FY2021 SOLVENT: NOT REPORTED QUANTITY: NOT REPORTED FISCAL YEAR: FY2020 SOLVENT: NOT REPORTED QUANTITY: NOT REPORTED FISCAL YEAR: FY2019 SOLVENT: NOT REPORTED QUANTITY: NOT REPORTED FISCAL YEAR: FY2018 SOLVENT: NOT REPORTED QUANTITY: NOT REPORTED FISCAL YEAR: FY2017 SOLVENT: NOT REPORTED QUANTITY: NOT REPORTED FISCAL YEAR: FY2016 SOLVENT: NOT REPORTED QUANTITY: NOT REPORTED ju earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 165 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Dry Cleaner Registration Database (DCR) FISCAL YEAR: FY2015 SOLVENT: NOT REPORTED QUANTITY: NOT REPORTED FISCAL YEAR: FY2014 SOLVENT: NOT REPORTED QUANTITY: NOT REPORTED FISCAL YEAR: FY2013 SOLVENT: NOT REPORTED QUANTITY: NOT REPORTED FISCAL YEAR: FY2012 SOLVENT: NOT REPORTED QUANTITY: NOT REPORTED FISCAL YEAR: FY2011 SOLVENT: NOT REPORTED QUANTITY: NOT REPORTED FISCAL YEAR: FY2010 SOLVENT: NOT REPORTED QUANTITY: NOT REPORTED FISCAL YEAR: FY2009 SOLVENT: NOT REPORTED QUANTITY: NOT REPORTED FISCAL YEAR: FY2008 SOLVENT: NOT REPORTED QUANTITY: NOT REPORTED FISCAL YEAR: FY2007 SOLVENT: NOT REPORTED QUANTITY: NOT REPORTED FISCAL YEAR: FY2006 SOLVENT: NOT REPORTED QUANTITY: NOT REPORTED FISCAL YEAR: FY2005 SOLVENT: NOT REPORTED QUANTITY: NOT REPORTED FISCAL YEAR: FY2004 SOLVENT: NOT REPORTED ju earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 166 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 IDry Cleaner Registration Database (DCR) QUANTITY: NOT REPORTED Back.to.Report 3LMmary uw rcwww.aeo-search.com 888-396-0042 www.aeo-search.com 169298 Job#421869 167 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Industrial and Hazardous Waste Sites (IHM AP 11111 Distance from Property: 0.124 mi.(655 ft.)WNW Elevation: 17 ft. FACILITY INFORMATION OWNER INFORMATION SWR#: 74965 EPA ID: TXD987985892 NAME: PRIDE CLEANERS INC TCEQ#: 29325 ADDRESS: 10309 S PADRE ISLAND DR NAME: PRIDE CLEANERS OF CORPUS CHRISTI CORPUS CHRISTI,TX 78418 ADDRESS: 10309 S PADRE ISLAND DR PHONE: 1-512-9397872 CORPUS CHRISTI,TX 78418 CONTACT: MRS MORGAN PHONE: 512-9397872 BUSINESS DESCRIPTION: THIS REGISTRATION WAS INACTIVATED BECAUSE THERE WERE ONLY 6-DIGIT WASTE CODES ONTHE NOR AND NO WASTE ACTIVITY WAS REPORTED IN 1994, 1995 AND 1996. INDUSTRIAL WASTE PERMIT#: NOT REPORTED MUNICIPAL WASTE PERMIT#: NOT REPORTED SIC CODE: NOT REPORTED WASTE GENERATOR: YES WASTE RECEIVER: NO WASTE TRANSPORTER: NO TRANSFER FACILITY: NO MAQUILADORA(MEXICAN FACILITY): NO STATUS: INACTIVE AMOUNT OF WASTE GENERATED: CONDITIONALLY EXEMPT SMALL QUANTITY GENERATOR GENERATOR TYPE: NON-INDUSTRIAL AND/OR MUNICIPAL THIS FACILITY IS A NOTIFIER THIS FACILITY IS NOTA STEERS REPORTER-(STATE OF TEXAS ENVIRONMENTAL ELECTRONIC REPORTING SYSTEM) THIS FACILITY IS NOT REQUIRED TO SUBMITAN ANNUAL WASTE SUMMARY REPORT THIS FACILITY IS NOT INVOLVED IN RECYCLING ACTIVITIES LAST UPDATE TO TRACS(TCEQ REGULATORY ACTIVITIES AND COMPLIANCE SYSTEM): 06/04/2010 ACTIVITIES ACTIVITY TYPE: UNKNOWN ACTIVITY DESCRIPTION: NOT REPORTED WASTE WASTE ID: 57011 WASTE CODE STATUS: INACTIVE WASTE IS RADIOACTIVE:NO WASTE IS TREATED OFF SITE:YES GENERATOR'S DESCRIPTION OF WASTE: NOT REPORTED Back to Report Lmmary aw earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 168 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Resource Conservation & Recovery Act- Non-Generator (RCRANGR06) AP 11111 Distance from Property: 0.124 mi.(655 ft.)WNW Elevation: 17 ft. FACILITY INFORMATION EPA ID#: TXD987985892 OWNER TYPE: PRIVATE NAME: PRIDE CLEANERS OF CORPUS CHRISTI OWNER NAME: PRIDE CLEANERS INC ADDRESS: 10309 S PADRE ISLAND DR OPERATOR TYPE: PRIVATE CORPUS CHRISTI,TX 78418-4407 OPERATOR NAME: PRIDE CLEANERS INC CONTACT NAME: MRS MORGAN CONTACT ADDRESS: 10309S PADRE ISLAND DR CORPUS CHRISTI TX 78418-4407 CONTACT PHONE: 512-939-7872 NON-NOTIFIER: DATE RECEIVED BY AGENCY: 12/04/2020 CERTIFICATION CERTIFICATION NAME: CERTIFICATION TITLE: CERTIFICATION SIGNED DATE: MRS MORGAN ENVIRONMENTAL CONTACT 12/04/2020 MRS MORGAN UNKNOWN 10/29/2001 INDUSTRY CLASSIFICATION(NAICS) 81232-DRYCLEANING AND LAUNDRY SERVICES(EXCEPT COIN-OPERATED) CURRENT ACTIVITY INFORMATION GENERATOR STATUS: NON-GENERATOR LAST UPDATED DATE:01/03/2021 SUBJECT TO CORRECTIVE ACTION UNIVERSE: NO TDSFs POTENTIALLY SUBJECT TO CORRECTIVE ACTION UNDER 3004(u)/(v)UNIVERSE:NO TDSFs ONLY SUBJECT TO CORRECTIVE ACTION UNDER DISCRETIONARY AUTHORITIES UNIVERSE:NO NON TSDFs WHERE RCRA CORRECTIVE ACTION HAS BEEN IMPOSED UNIVERSE:NO CORRECTIVE ACTION WORKLOAD UNIVERSE: NO IMPORTER: NO UNDERGROUND INJECTION:NO MIXED WASTE GENERATOR: NOT REPORTED UNIVERSAL WASTE DESTINATION FACILITY:NO RECYCLER: NO TRANSFER FACILITY:NO TRANSPORTER: NO USED OIL FUEL BURNER:NO ONSITE BURNER EXEMPTION: NO USED OIL PROCESSOR:NO FURNACE EXEMPTION: NO USED OIL FUEL MARKETER TO BURNER:NO USED OIL REFINER: NO SPECIFICATION USED OIL MARKETER:NO USED OIL TRANSFER FACILITY: NO USED OIL TRANSPORTER:NO COMPLIANCE,MONITORING AND ENFORCEMENT INFORMATION EVALUATIONS -NO EVALUATIONS REPORTED- VIOLATIONS -NO VIOLATIONS REPORTED- ENFORCEMENTS -NO ENFORCEMENTS REPORTED- HAZARDOUS WASTE G� earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 169 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Resource Conservation & Recovery Act- Non-Generator (RCRANGR06) F002 THE FOLLOWING SPENT HALOGENATED SOLVENTS:TETRACHLOROETHYLENE, METHYLENE CHLORIDE,TRICHLOROETHYLENE, 1,1,1-TRICHLOROETHANE,CHLOROBENZENE, 1,1,2-TRICHLORO-1,2,2- TRIFLUOROETHANE,ORTHO-DICHLOROBENZENE,TRICHLOROFLUOROMETHANE,AND 1,1,2, TRICHLOROETHANE;ALL SPENT SOLVENT MIXTURES/BLENDS CONTAINING,BEFORE USE,A TOTAL OF TEN PERCENT OR MORE(BY VOLUME)OF ONE OR MORE OF THE ABOVE HALOGENATED SOLVENTS OR THOSE SOLVENTS LISTED IN F001,F004,AND F005;AND STILL BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND SPENT SOLVENT MIXTURES. UNIVERSAL WASTE -NO UNIVERSAL WASTE REPORTED- CORRECTIVE ACTION AREA -NO CORRECTIVE ACTION AREA INFORMATION REPORTED- CORRECTIVE ACTION EVENT NO CORRECTIVE ACTION EVENT(S)REPORTED Back to Report LMmary G� earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 170 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Industrial and Hazardous Waste Sites (IHM AP 11111 Distance from Property: 0.125 mi.(660 ft.)WNW Elevation: 18 ft. FACILITY INFORMATION OWNER INFORMATION SWR#: 70425 EPA ID: TXD981908528 NAME: WAL-MART STORES TEXAS LLC TCEQ#: 25246 ADDRESS: 1300 SE 8TH ST NAME: WAL-MART SUPERCENTER 0490 BENTONVILLE,AR 72712 ADDRESS: 10241 S PADRE ISLAND DR PHONE: 1-479-2042231 CORPUS CHRISTI,TX 78418 CONTACT: TERESA PRUITT PHONE: 479-2042231 BUSINESS DESCRIPTION: THIS REGISTRATION WAS INACTIVATED BECAUSE THERE WERE ONLY 6-DIGIT WASTE CODES ONTHE NOR AND NO WASTE ACTIVITY WAS REPORTED IN 1994, 1995 AND 1996.1/20/2009-R INDUSTRIAL WASTE PERMIT#: NOT REPORTED MUNICIPAL WASTE PERMIT#: NOT REPORTED SIC CODE: NOT REPORTED WASTE GENERATOR: YES WASTE RECEIVER: NO WASTE TRANSPORTER: NO TRANSFER FACILITY: NO MAQUILADORA(MEXICAN FACILITY): NO STATUS: CLOSED AMOUNT OF WASTE GENERATED: SMALL QUANTITY GENERATOR GENERATOR TYPE: NON-INDUSTRIAL AND/OR MUNICIPAL THIS FACILITY IS A NOTIFIER THIS FACILITY IS NOTA STEERS REPORTER-(STATE OF TEXAS ENVIRONMENTAL ELECTRONIC REPORTING SYSTEM) THIS FACILITY IS NOT REQUIRED TO SUBMITAN ANNUAL WASTE SUMMARY REPORT THIS FACILITY IS NOT INVOLVED IN RECYCLING ACTIVITIES LAST UPDATE TO TRACS(TCEQ REGULATORY ACTIVITIES AND COMPLIANCE SYSTEM): 06/12/2012 ACTIVITIES ACTIVITY TYPE: UNKNOWN ACTIVITY DESCRIPTION: NOT REPORTED WASTE WASTE ID:230703 WASTE CODE STATUS: INACTIVE WASTE IS RADIOACTIVE:NO WASTE IS TREATED OFF SITE:YES GENERATOR'S DESCRIPTION OF WASTE: FLAMMABLE SOLIDS.DATE OF GENERATION: 1/1/2008 WASTE ID:230704 WASTE CODE STATUS: INACTIVE WASTE IS RADIOACTIVE:NO WASTE IS TREATED OFF SITE:YES GENERATOR'S DESCRIPTION OF WASTE:AEROSOLS.DATE OF GENERATION: 1/1/2008 WASTE ID:230705 WASTE CODE STATUS: INACTIVE WASTE IS RADIOACTIVE:NO aw earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 171 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Industrial and Hazardous Waste Sites (IHM WASTE IS TREATED OFF SITE:YES GENERATOR'S DESCRIPTION OF WASTE: CORROSIVE LIQUIDS.DATE OF GENERATION: 1/1/2008 WASTE ID:230706 WASTE CODE STATUS: INACTIVE WASTE IS RADIOACTIVE:NO WASTE IS TREATED OFF SITE:YES GENERATOR'S DESCRIPTION OF WASTE: FLAMMABLE LIQUIDS.DATE OF GENERATION: 1/1/2008 WASTE ID:230707 WASTE CODE STATUS: INACTIVE WASTE IS RADIOACTIVE:NO WASTE IS TREATED OFF SITE:YES GENERATOR'S DESCRIPTION OF WASTE: LIGHTERS.DATE OF GENERATION: 1/1/2008 WASTE ID:230708 WASTE CODE STATUS: INACTIVE WASTE IS RADIOACTIVE:NO WASTE IS TREATED OFF SITE:YES GENERATOR'S DESCRIPTION OF WASTE:OXIDIZING SOLIDS.DATE OF GENERATION: 1/1/2008 WASTE ID:230709 WASTE CODE STATUS: INACTIVE WASTE IS RADIOACTIVE:NO WASTE IS TREATED OFF SITE:YES GENERATOR'S DESCRIPTION OF WASTE: PROPANE CYLINDERS.DATE OF GENERATION: 1/1/2008;DUE TO CHANGE(S)IN THE PRODUCT WASTE ID:230710 WASTE CODE STATUS: INACTIVE WASTE IS RADIOACTIVE:NO WASTE IS TREATED OFF SITE:YES GENERATOR'S DESCRIPTION OF WASTE: TOXIC SOLIDS.DATE OF GENERATION: 1/1/2008 WASTE ID:230711 WASTE CODE STATUS: INACTIVE WASTE IS RADIOACTIVE:NO WASTE IS TREATED OFF SITE:YES GENERATOR'S DESCRIPTION OF WASTE: TOXIC LIQUIDS.DATE OF GENERATION: 1/1/2008 WASTE ID:230712 WASTE CODE STATUS: INACTIVE WASTE IS RADIOACTIVE:NO WASTE IS TREATED OFF SITE:YES GENERATOR'S DESCRIPTION OF WASTE: CORROSIVE SOLIDS.DATE OF GENERATION: 1/1/2008;DUE TO WASTE MINIMIZATION,INGRED WASTE ID:249747 WASTE CODE STATUS: INACTIVE WASTE IS RADIOACTIVE:NO WASTE IS TREATED OFF SITE:YES GENERATOR'S DESCRIPTION OF WASTE: P-LISTED WASTE PHARMACEUTICALS WASTE ID:249748 aw earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 172 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Industrial and Hazardous Waste Sites (IHM WASTE CODE STATUS: INACTIVE WASTE IS RADIOACTIVE:NO WASTE IS TREATED OFF SITE:YES GENERATOR'S DESCRIPTION OF WASTE: FLAMMABLE WASTE PHARMACEUTICALS WASTE ID:249749 WASTE CODE STATUS: INACTIVE WASTE IS RADIOACTIVE:NO WASTE IS TREATED OFF SITE:YES GENERATOR'S DESCRIPTION OF WASTE:ORGANIC PEROXIDES WASTE ID:249750 WASTE CODE STATUS: INACTIVE WASTE IS RADIOACTIVE:NO WASTE IS TREATED OFF SITE:YES GENERATOR'S DESCRIPTION OF WASTE:OXIDIZING LIQUIDS WASTE ID: 50688 WASTE CODE STATUS: INACTIVE WASTE IS RADIOACTIVE:NO WASTE IS TREATED OFF SITE: NO GENERATOR'S DESCRIPTION OF WASTE: NOT REPORTED WASTE ID: 50689 WASTE CODE STATUS: INACTIVE WASTE IS RADIOACTIVE:NO WASTE IS TREATED OFF SITE:YES GENERATOR'S DESCRIPTION OF WASTE: NOT REPORTED WASTE ID: 50690 WASTE CODE STATUS: INACTIVE WASTE IS RADIOACTIVE:NO WASTE IS TREATED OFF SITE:YES GENERATOR'S DESCRIPTION OF WASTE: NOT REPORTED WASTE ID: 50691 WASTE CODE STATUS: INACTIVE WASTE IS RADIOACTIVE:NO WASTE IS TREATED OFF SITE:YES GENERATOR'S DESCRIPTION OF WASTE: NOT REPORTED Back to Report Lmmary aw earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 173 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Leaking Petroleum Storage Tanks (LPST) AP 11111 Distance from Property: 0.125 mi.(660 ft.)WNW Elevation: 18 ft. FACILITY INFORMATION GEOSEARCH ID: 108214 LPST ID: 108214 FACILITY ID: 58428 NAME: WALMART490 ADDRESS: 10241 S PADRE ISLAND DR CORPUS CHRISTI,TX 78418 LEAKING TANK DETAILS LPST ID: 108214 NAME:WALMART490 FACILITY LOCATION: PRIORITY CODE: 4.2-NO GW IMPACT NO APPARENT THREATS OR IMPACTS TO RECEPTORS CORRECTIVE ACTION STATUS CODE: 6A-FINAL CONCURRENCE ISSUED CORRECTIVE ACTION START DATE: DISCOVERED DATE: 04/20/1994 REPORTED DATE: 04/20/1994 ENTERED DATE: 06/23/1994 CLOSURE DATE: 02/22/1995 PRP INFORMATION NAME: ADDRESS: BENTONVILLE AR 72716 CONTACT: PHONE: UNDERGROUND STORAGE TANK TANK ID: 1 NUMBER OF COMPARTMENTS: 1 INSTALLATION DATE:03/29/1983 REGISTRATION DATE: 09/29/2004 TANK CAPACITY(GAL): 1000 EMPTY TANK: EMPTY STATUS: TEMP OUT OF SERVICE STATUS BEGIN DATE: 10/26/2011 INTERNAL PROTECTION DATE: REGULATORY STATUS: WASTEWATER TREATMENT TANK DESIGN SINGLE WALL: NO TANK DESIGN DOUBLE WALL: NO PIPE DESIGN SINGLE WALL: NO PIPE DESIGN DOUBLE WALL: NO TANK DETAILS MATERIAL: CORROSION PROTECTION: EXTERNAL CONTAINMENT: TANK COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: NO earthwww.aeo-search.com 888-396-0042 Order#169298 Job#421869 174 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Leaking Petroleum Storage Tanks (LPST) CORROSION PROTECTION VARIANCE: NO VARIANCE COMPARTMENT DETAILS UST COMPARTMENT ID: 117482 TANK ID: 1 COMPARTMENT LETTER:A SUBSTANCES: EMPTY OTHER SUBSTANCES: CAPACITY(GAL):0 COMPARTMENT RELEASE DETECTION: SPILL CONTAINMENT AND OVERFILL PREVENTION: PIPING SYSTEMS MATERIAL: CORROSION PROTECTION: EXTERNAL CONTAINMENT: CONNECTORS&VALVES: CORROSION PROTECTION: PIPE COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: NO CORROSION PROTECTION VARIANCE: NO VARIANCE TANK ID: 1A NUMBER OF COMPARTMENTS: 1 INSTALLATION DATE:04/01/1983 REGISTRATION DATE: 05/24/1991 TANK CAPACITY(GAL): 550 EMPTY TANK: NOT EMPTY STATUS: REMOVED FROM GROUND STATUS BEGIN DATE: 04/20/1994 INTERNAL PROTECTION DATE: REGULATORY STATUS: FULLY REGULATED TANK DESIGN SINGLE WALL: YES TANK DESIGN DOUBLE WALL: NO PIPE DESIGN SINGLE WALL: YES PIPE DESIGN DOUBLE WALL: NO TANK DETAILS MATERIAL: STEEL CORROSION PROTECTION: EXTERNAL CONTAINMENT: TANK COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: NO CORROSION PROTECTION VARIANCE: NO VARIANCE COMPARTMENT DETAILS UST COMPARTMENT ID: 117481 TANK ID: 1A COMPARTMENT LETTER:A SUBSTANCES: USED OIL OTHER SUBSTANCES: CAPACITY(GAL): 550 COMPARTMENT RELEASE DETECTION: SPILL CONTAINMENT AND OVERFILL PREVENTION: aw earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 175 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Leaking Petroleum Storage Tanks (LPST) PIPING SYSTEMS MATERIAL: STEEL CORROSION PROTECTION: EXTERNAL CONTAINMENT: CONNECTORS&VALVES: CORROSION PROTECTION: PIPE COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: NO CORROSION PROTECTION VARIANCE: NO VARIANCE ABOVEGROUND STORAGE TANK INFORMATION NO ABOVEGROUND STORAGE TANK DATA REPORTED FOR THIS FACILITY Back to Report Lmmary earthwww.aeo-search.com 888-396-0042 Order#169298 Job#421869 176 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Petroleum Storage Tanks (PST) AP 11111 Distance from Property: 0.125 mi.(660 ft.)WNW Elevation: 18 ft. FACILITY INFORMATION CONTACT INFORMATION ID#: 58428 NAME:SHEILA DEARING NAME: WAL-MART STORE 490 TITLE: LIC MGR ADDRESS: 10241 S PADRE ISLAND DR ORGANIZATION: WAL-MART STORE 490 CORPUS CHRISTI,TX 78418 MAIL ADDRESS: COUNTY: NUECES REGION: 14 PHONE: (479)2042188 0 TYPE: RETAIL BEGIN DATE: 03/29/1983 STATUS: ACTIVE EXEMPT STATUS: NO RECORDS OFF-SITE: NO NUMBER OF ACTIVE UNDERGROUND TANKS: 1 NUMBER OF ACTIVE ABOVEGROUND TANKS: 0 APPLICATION INFORMATION: RECEIVED DATE ON EARLIEST REGISTRATION FORM: 05/24/1991 SIGNATURE DATE ON EARLIEST REGISTRATION FORM: 05/08/1991 SIGNATURE NAME&TITLE: ZEB LAVZON,BUYER ENFORCEMENT ACTION DATE: OWNER OWNER NUMBER: CN603246240 NAME: WAL-MART STORES TEXAS LLC CONTACT ADDRESS: 1300 SE 8TH ST BENTONVILLE AR 72712 TYPE: CORPORATION/COMPANY BEGIN DATE: 06/29/2007 CONTACT ROLE: OWNOPRCON CONTACT NAME: CONTACT TITLE: ORGANIZATION: WALMART STORES TEXAS LLC PHONE: (479)2042231 0 FAX: (479)2775844 EMAIL: TERESA.PRUITT@WAL-MART.COM OPERATOR OPERATOR NUMBER: CN603246240 NAME: WAL-MART STORES TEXAS LLC CONTACT ADDRESS: 1300 SE 8TH ST BENTONVILLE AR 72712 TYPE: CORPORATION/COMPANY BEGIN DATE: 06/29/2007 CONTACT ROLE: OWNOPRCON CONTACT NAME: aw earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 177 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Petroleum Storage Tanks (PST) CONTACT TITLE: ORGANIZATION: WALMART STORES TEXAS LLC PHONE: (479)2042231 0 FAX: (479)2775844 EMAIL: TERESA.PRUITT@WAL-MART.COM SELF-CERTIFICATION -NO SELF-CERTIFICATION INFORMATION REPORTED- CONSTRUCTION NOTIFICATION NO CONSTRUCTION NOTIFICATION DATA REPORTED FOR THIS FACILITY UNDERGROUND STORAGE TANK TANK ID: 1 NUMBER OF COMPARTMENTS: 1 INSTALLATION DATE:03/29/1983 REGISTRATION DATE: 09/29/2004 TANK CAPACITY(GAL): 1000 EMPTY TANK: EMPTY STATUS: TEMP OUT OF SERVICE STATUS BEGIN DATE: 10/26/2011 INTERNAL PROTECTION DATE: REGULATORY STATUS: WASTEWATER TREATMENT TANK DESIGN SINGLE WALL: NO TANK DESIGN DOUBLE WALL: NO PIPE DESIGN SINGLE WALL: NO PIPE DESIGN DOUBLE WALL: NO TANK DETAILS MATERIAL: CORROSION PROTECTION: EXTERNAL CONTAINMENT: TANK COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: NO CORROSION PROTECTION VARIANCE: NO VARIANCE COMPARTMENT DETAILS UST COMPARTMENT ID: 117482 TANK ID: 1 COMPARTMENT LETTER:A SUBSTANCES: EMPTY OTHER SUBSTANCES: CAPACITY(GAL):0 COMPARTMENT RELEASE DETECTION: SPILL CONTAINMENT AND OVERFILL PREVENTION: PIPING SYSTEMS MATERIAL: CORROSION PROTECTION: EXTERNAL CONTAINMENT: CONNECTORS&VALVES: PIPING RELEASE DETECTION: PIPE COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: NO aw earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 178 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Petroleum Storage Tanks (PST) CORROSION PROTECTION VARIANCE: NO VARIANCE TANK ID: 1A NUMBER OF COMPARTMENTS: 1 INSTALLATION DATE:04/01/1983 REGISTRATION DATE: 05/24/1991 TANK CAPACITY(GAL): 550 EMPTY TANK: NOT EMPTY STATUS: REMOVED FROM GROUND STATUS BEGIN DATE: 04/20/1994 INTERNAL PROTECTION DATE: REGULATORY STATUS: FULLY REGULATED TANK DESIGN SINGLE WALL: YES TANK DESIGN DOUBLE WALL: NO PIPE DESIGN SINGLE WALL: YES PIPE DESIGN DOUBLE WALL: NO TANK DETAILS MATERIAL: STEEL CORROSION PROTECTION: EXTERNAL CONTAINMENT: TANK COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: NO CORROSION PROTECTION VARIANCE: NO VARIANCE COMPARTMENT DETAILS UST COMPARTMENT ID: 117481 TANK ID: 1A COMPARTMENT LETTER:A SUBSTANCES: USED OIL OTHER SUBSTANCES: CAPACITY(GAL): 550 COMPARTMENT RELEASE DETECTION: SPILL CONTAINMENT AND OVERFILL PREVENTION: PIPING SYSTEMS MATERIAL: STEEL CORROSION PROTECTION: EXTERNAL CONTAINMENT: CONNECTORS&VALVES: PIPING RELEASE DETECTION: PIPE COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: NO CORROSION PROTECTION VARIANCE: NO VARIANCE ABOVEGROUND STORAGE TANK INFORMATION NO ABOVEGROUND STORAGE TANK DATA REPORTED FOR THIS FACILITY Back to Report Lmmary earthwww.aeo-search.com 888-396-0042 Order#169298 Job#421869 179 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Resource Conservation & Recovery Act- Non-Generator (RCRANGR06) AP 11111 Distance from Property: 0.125 mi.(660 ft.)WNW Elevation: 18 ft. FACILITY INFORMATION EPA ID#: TXD981908528 OWNER TYPE: PRIVATE NAME: WAL-MART STORES TEXAS LLC-SUPERCENTER 0490 OWNER NAME: WAL-MART STORES TEXAS LLC ADDRESS: 10241 S PADRE ISLAND DR OPERATOR TYPE: PRIVATE CORPUS CHRISTI,TX 78418 OPERATOR NAME: WAL-MART STORES TEXAS LLC CONTACT NAME: TERESA PRUITT CONTACT ADDRESS: 1300 SE 8TH ST BENTONVILLE AR 72712 CONTACT PHONE: 479-204-2231 NON-NOTIFIER: DATE RECEIVED BY AGENCY: 06/12/2012 CERTIFICATION CERTIFICATION NAME: CERTIFICATION TITLE: CERTIFICATION SIGNED DATE: TERESA PRUITT DIRECTOR OF HAZARDOUS WAS 01/26/2011 TERESA PRUITT DIRECTOR OF HAZARDOUS WAS 02/08/2011 TERESA PRUITT DIRECTOR OF HAZ 01/29/2009 TERESA PRUITT ENV MGR 03/30/2012 TERESA PRUITT ENV MGR 06/12/2012 INDUSTRY CLASSIFICATION(NAICS) 45291 -WAREHOUSE CLUBS AND SUPERCENTERS CURRENT ACTIVITY INFORMATION GENERATOR STATUS: NON-GENERATOR LAST UPDATED DATE:04/14/2015 SUBJECT TO CORRECTIVE ACTION UNIVERSE: NO TDSFs POTENTIALLY SUBJECT TO CORRECTIVE ACTION UNDER 3004(u)/(v)UNIVERSE:NO TDSFs ONLY SUBJECT TO CORRECTIVE ACTION UNDER DISCRETIONARY AUTHORITIES UNIVERSE:NO NON TSDFs WHERE RCRA CORRECTIVE ACTION HAS BEEN IMPOSED UNIVERSE:NO CORRECTIVE ACTION WORKLOAD UNIVERSE: NO IMPORTER: NO UNDERGROUND INJECTION:NO MIXED WASTE GENERATOR: NO UNIVERSAL WASTE DESTINATION FACILITY:NO RECYCLER: NO TRANSFER FACILITY:NO TRANSPORTER: NO USED OIL FUEL BURNER:NO ONSITE BURNER EXEMPTION: NO USED OIL PROCESSOR:NO FURNACE EXEMPTION: NO USED OIL FUEL MARKETER TO BURNER:NO USED OIL REFINER: NO SPECIFICATION USED OIL MARKETER:NO USED OIL TRANSFER FACILITY: NO USED OIL TRANSPORTER:NO COMPLIANCE,MONITORING AND ENFORCEMENT INFORMATION EVALUATIONS -NO EVALUATIONS REPORTED- VIOLATIONS -NO VIOLATIONS REPORTED- ENFORCEMENTS -NO ENFORCEMENTS REPORTED- HAZARDOUS WASTE D001 IGNITABLE WASTE G� earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 180 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Resource Conservation & Recovery Act- Non-Generator (RCRANGR06) D002 CORROSIVE WASTE D003 REACTIVE WASTE D004 ARSENIC D005 BARIUM D006 CADMIUM D007 CHROMIUM D008 LEAD D009 MERCURY D010 SELENIUM D011 SILVER D016 2,4-D(2,4-DICHLOROPHENOXYACETIC ACID) D018 BENZENE D024 M-CRESOL D026 CRESOL D027 1,4-DICHLOROBENZENE D035 METHYL ETHYL KETONE D039 TETRACHLOROETHYLENE P001 2H-1-BENZOPYRAN-2-ONE,4-HYDROXY-3-(3-OXO-1-PHENYLBUTYL)-,&SALTS,WHEN PRESENT AT CONCENTRATIONS GREATER THAN 0.3% P001 WARFARIN,&SALTS,WHEN PRESENT AT CONCENTRATIONS GREATER THAN 0.3% P075 NICOTINE,&SALTS P075 PYRIDINE,3-(1-METHYL-2-PYRROLIDINYL)-,(S)-,&SALTS 0002 2-PROPANONE(1) 0002 ACETONE(I) U034 ACETALDEHYDE,TRICHLORO- U034 CHLORAL U035 BENZENEBUTANOIC ACID,4-[BIS(2-CHLOROETHYL)AMINO]- U035 CHLORAMBUCIL U058 2H-1,3,2-OXAZAPHOSPHORIN-2-AMINE,N,NBIS(2-CHLOROETHYL)TETRAHYDRO-,2-OXIDE U058 CYCLOPHOSPHAMIDE U080 METHANE,DICHLORO- U080 METHYLENE CHLORIDE U122 FORMALDEHYDE U129 CYCLOHEXANE,1,2,3,4,5,6-HEXACHLORO-,(1ALPHA,2ALPHA,3BETA,4ALPHA,5ALPHA,6BETA)- U129 LINDANE U132 HEXACHLOROPHENE U132 PHENOL,2,2'-METHYLENEBIS[3,4,6-TRICHLORO- U150 L-PHENYLALANINE,4-[BIS(2-CHLOROETHYL)AMINO]- U150 MELPHALAN U159 2-BUTANONE(I,T) U159 METHYL ETHYL KETONE(MEK)(I,T) U165 NAPHTHALENE U182 1,3,5-TRIOXANE,2,4,6-TRIMETHYL- U182 PARALDEHYDE U188 PHENOL U200 RESERPINE G� earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 181 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Resource Conservation & Recovery Act- Non-Generator (RCRANGR06) U200 YOHIMBAN-16-CARBOXYLIC ACID,11,17-DIMETHOXY-18-[(3,4,5-TRIMETHOXYBENZOYL)OXY]-, METHYL ESTER,(3BETA,16BETA, 17ALPHA, 18BETA,20ALPHA)- U205 SELENIUM SULFIDE U205 SELENIUM SULFIDE SES2(R,T) U248 2H-1-BENZOPYRAN-2-ONE,4-HYDROXY-3-(3-OXO-1-PHENYL-BUTYL)-,&SALTS,WHEN PRESENT AT CONCENTRATIONS OF 0.3% OR LESS U248 WARFARIN,&SALTS,WHEN PRESENT AT CONCENTRATIONS OF 0.3% OR LESS U249 ZINC PHOSPHIDE ZN3P2,WHEN PRESENT AT CONCENTRATIONS OF 10% OR LESS U279 U409 CARBAMIC ACID,[1,2-PHENYLENE BIS(IMINOCARBONOTHIOL)]BIS-,DIMETHYL ESTER U409 THIOPHANATE-METHYL U411 PHENOL,2-(1-METHYLETHOXY)-, METHYLCARBAMATE U411 PROPDXUR UNIVERSAL WASTE -NO UNIVERSAL WASTE REPORTED- CORRECTIVE ACTION AREA -NO CORRECTIVE ACTION AREA INFORMATION REPORTED- CORRECTIVE ACTION EVENT NO CORRECTIVE ACTION EVENT(S)REPORTED Back to Report LMmary G� earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 182 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Leaking Petroleum Storage Tanks (LPST) AP 11111 Distance from Property: 0.139 mi.(734 ft.) ESE Elevation: 15 ft. FACILITY INFORMATION GEOSEARCH ID: 104745 LPST ID: 104745 FACILITY ID: 17043 NAME: CIRCLE K 577 ADDRESS: 10501 S PADRE ISLAND DR CORPUS CHRISTI,TX 78418 LEAKING TANK DETAILS LPST ID: 104745 NAME: CIRCLE K 577 FACILITY LOCATION: PRIORITY CODE: 4A-SOIL CONTAMINATION ONLY REQUIRES FULL SITE ASSESSMENT RAP CORRECTIVE ACTION STATUS CODE: 6A-FINAL CONCURRENCE ISSUED CORRECTIVE ACTION START DATE: DISCOVERED DATE: 09/11/1992 REPORTED DATE: 09/11/1992 ENTERED DATE: 11/10/1992 CLOSURE DATE: 11/09/1992 PRP INFORMATION NAME: ADDRESS: CONTACT: PHONE: UNDERGROUND STORAGE TANK TANK ID: 1 NUMBER OF COMPARTMENTS: 1 INSTALLATION DATE:01/01/1971 REGISTRATION DATE: 05/08/1986 TANK CAPACITY(GAL): 3000 EMPTY TANK: NOT EMPTY STATUS: PERM FILLED IN PLACE STATUS BEGIN DATE: 03/01/1988 INTERNAL PROTECTION DATE: REGULATORY STATUS: FULLY REGULATED TANK DESIGN SINGLE WALL: NO TANK DESIGN DOUBLE WALL: NO PIPE DESIGN SINGLE WALL: NO PIPE DESIGN DOUBLE WALL: NO TANK DETAILS MATERIAL: STEEL CORROSION PROTECTION: EXTERNAL CONTAINMENT: TANK COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: NO aw earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 183 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Leaking Petroleum Storage Tanks (LPST) CORROSION PROTECTION VARIANCE: NO VARIANCE COMPARTMENT DETAILS UST COMPARTMENT ID: 106667 TANK ID: 1 COMPARTMENT LETTER:A SUBSTANCES: GASOLINE OTHER SUBSTANCES: CAPACITY(GAL): COMPARTMENT RELEASE DETECTION: SPILL CONTAINMENT AND OVERFILL PREVENTION: PIPING SYSTEMS MATERIAL: STEEL CORROSION PROTECTION: EXTERNAL CONTAINMENT: CONNECTORS&VALVES: CORROSION PROTECTION: PIPE COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: NO CORROSION PROTECTION VARIANCE: NO VARIANCE TANK ID: 1A NUMBER OF COMPARTMENTS: 1 INSTALLATION DATE:01/01/1971 REGISTRATION DATE: 05/08/1986 TANK CAPACITY(GAL): 3000 EMPTY TANK: NOT EMPTY STATUS: PERM FILLED IN PLACE STATUS BEGIN DATE: 03/01/1988 INTERNAL PROTECTION DATE: REGULATORY STATUS: FULLY REGULATED TANK DESIGN SINGLE WALL: NO TANK DESIGN DOUBLE WALL: NO PIPE DESIGN SINGLE WALL: NO PIPE DESIGN DOUBLE WALL: NO TANK DETAILS MATERIAL: STEEL CORROSION PROTECTION: EXTERNAL CONTAINMENT: TANK COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: NO CORROSION PROTECTION VARIANCE: NO VARIANCE COMPARTMENT DETAILS UST COMPARTMENT ID: 106668 TANK ID: 1A COMPARTMENT LETTER:A SUBSTANCES: GASOLINE OTHER SUBSTANCES: CAPACITY(GAL): COMPARTMENT RELEASE DETECTION: SPILL CONTAINMENT AND OVERFILL PREVENTION: aw earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 184 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Leaking Petroleum Storage Tanks (LPST) PIPING SYSTEMS MATERIAL: STEEL CORROSION PROTECTION: EXTERNAL CONTAINMENT: CONNECTORS&VALVES: CORROSION PROTECTION: PIPE COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: NO CORROSION PROTECTION VARIANCE: NO VARIANCE TANK ID: 2 NUMBER OF COMPARTMENTS: 1 INSTALLATION DATE:01/01/1971 REGISTRATION DATE: 05/08/1986 TANK CAPACITY(GAL): 3000 EMPTY TANK: NOT EMPTY STATUS: PERM FILLED IN PLACE STATUS BEGIN DATE: 03/01/1988 INTERNAL PROTECTION DATE: REGULATORY STATUS: FULLY REGULATED TANK DESIGN SINGLE WALL: NO TANK DESIGN DOUBLE WALL: NO PIPE DESIGN SINGLE WALL: NO PIPE DESIGN DOUBLE WALL: NO TANK DETAILS MATERIAL: STEEL CORROSION PROTECTION: EXTERNAL CONTAINMENT: TANK COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: NO CORROSION PROTECTION VARIANCE: NO VARIANCE COMPARTMENT DETAILS UST COMPARTMENT ID: 106669 TANK ID:2 COMPARTMENT LETTER:A SUBSTANCES: GASOLINE OTHER SUBSTANCES: CAPACITY(GAL): COMPARTMENT RELEASE DETECTION: SPILL CONTAINMENT AND OVERFILL PREVENTION: PIPING SYSTEMS MATERIAL: STEEL CORROSION PROTECTION: EXTERNAL CONTAINMENT: CONNECTORS&VALVES: CORROSION PROTECTION: PIPE COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: NO CORROSION PROTECTION VARIANCE: NO VARIANCE aw earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 185 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Leaking Petroleum Storage Tanks (LPST) TANK ID: 2A NUMBER OF COMPARTMENTS: 1 INSTALLATION DATE:01/01/1971 REGISTRATION DATE: 05/08/1986 TANK CAPACITY(GAL): 3000 EMPTY TANK: NOT EMPTY STATUS: PERM FILLED IN PLACE STATUS BEGIN DATE: 03/01/1988 INTERNAL PROTECTION DATE: REGULATORY STATUS: FULLY REGULATED TANK DESIGN SINGLE WALL: NO TANK DESIGN DOUBLE WALL: NO PIPE DESIGN SINGLE WALL: NO PIPE DESIGN DOUBLE WALL: NO TANK DETAILS MATERIAL: STEEL CORROSION PROTECTION: EXTERNAL CONTAINMENT: TANK COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: NO CORROSION PROTECTION VARIANCE: NO VARIANCE COMPARTMENT DETAILS UST COMPARTMENT ID: 106670 TANK ID:2A COMPARTMENT LETTER:A SUBSTANCES: GASOLINE OTHER SUBSTANCES: CAPACITY(GAL): COMPARTMENT RELEASE DETECTION: SPILL CONTAINMENT AND OVERFILL PREVENTION: PIPING SYSTEMS MATERIAL: STEEL CORROSION PROTECTION: EXTERNAL CONTAINMENT: CONNECTORS&VALVES: CORROSION PROTECTION: PIPE COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: NO CORROSION PROTECTION VARIANCE: NO VARIANCE ABOVEGROUND STORAGE TANK INFORMATION NO ABOVEGROUND STORAGE TANK DATA REPORTED FOR THIS FACILITY Back to Report Lmmary earthwww.aeo-search.com 888-396-0042 Order#169298 Job#421869 186 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Petroleum Storage Tanks (PST) AP 11111 Distance from Property: 0.139 mi.(734 ft.) ESE Elevation: 15 ft. FACILITY INFORMATION CONTACT INFORMATION ID#: 17043 NAME: D EASTERDAY NAME: CIRCLE K 577 TITLE: DISTRICT MANAGER ADDRESS: 10501 S PADRE ISLAND DR ORGANIZATION: CIRCLE K 577 CORPUS CHRISTI,TX 78418 MAIL ADDRESS: COUNTY: NUECES REGION: 14 PHONE: (512)8539919 0 TYPE: RETAIL BEGIN DATE: 09/01/1987 STATUS: INACTIVE EXEMPT STATUS: NO RECORDS OFF-SITE: NO NUMBER OF ACTIVE UNDERGROUND TANKS: 0 NUMBER OF ACTIVE ABOVEGROUND TANKS: 0 APPLICATION INFORMATION: RECEIVED DATE ON EARLIEST REGISTRATION FORM: 05/08/1986 SIGNATURE DATE ON EARLIEST REGISTRATION FORM: 04/09/1986 SIGNATURE NAME&TITLE: D ESPERSON,GASOLINE FACILITIES ENFORCEMENT ACTION DATE: OWNER OWNER NUMBER: CN600134456 NAME: CIRCLE K STORES INC CONTACT ADDRESS: TYPE: CORPORATION/COMPANY BEGIN DATE: 09/01/1987 CONTACT ROLE: CONTACT NAME: CONTACT TITLE: ORGANIZATION: PHONE: FAX: EMAIL: OPERATOR NO OPERATOR INFORMATION REPORTED SELF-CERTIFICATION -NO SELF-CERTIFICATION INFORMATION REPORTED- CONSTRUCTION NOTIFICATION NO CONSTRUCTION NOTIFICATION DATA REPORTED FOR THIS FACILITY UNDERGROUND STORAGE TANK TANK ID: 1 NUMBER OF COMPARTMENTS: 1 INSTALLATION DATE:01/01/1971 REGISTRATION DATE: 05/08/1986 aw earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 187 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Petroleum Storage Tanks (PST) TANK CAPACITY(GAL): 3000 EMPTY TANK: NOT EMPTY STATUS: PERM FILLED IN PLACE STATUS BEGIN DATE: 03/01/1988 INTERNAL PROTECTION DATE: REGULATORY STATUS: FULLY REGULATED TANK DESIGN SINGLE WALL: NO TANK DESIGN DOUBLE WALL: NO PIPE DESIGN SINGLE WALL: NO PIPE DESIGN DOUBLE WALL: NO TANK DETAILS MATERIAL: STEEL CORROSION PROTECTION: EXTERNAL CONTAINMENT: TANK COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: NO CORROSION PROTECTION VARIANCE: NO VARIANCE COMPARTMENT DETAILS UST COMPARTMENT ID: 106667 TANK ID: 1 COMPARTMENT LETTER:A SUBSTANCES: GASOLINE OTHER SUBSTANCES: CAPACITY(GAL): COMPARTMENT RELEASE DETECTION: SPILL CONTAINMENT AND OVERFILL PREVENTION: PIPING SYSTEMS MATERIAL: STEEL CORROSION PROTECTION: EXTERNAL CONTAINMENT: CONNECTORS&VALVES: PIPING RELEASE DETECTION: PIPE COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: NO CORROSION PROTECTION VARIANCE: NO VARIANCE TANK ID: 1A NUMBER OF COMPARTMENTS: 1 INSTALLATION DATE:01/01/1971 REGISTRATION DATE: 05/08/1986 TANK CAPACITY(GAL): 3000 EMPTY TANK: NOT EMPTY STATUS: PERM FILLED IN PLACE STATUS BEGIN DATE: 03/01/1988 INTERNAL PROTECTION DATE: REGULATORY STATUS: FULLY REGULATED TANK DESIGN SINGLE WALL: NO TANK DESIGN DOUBLE WALL: NO PIPE DESIGN SINGLE WALL: NO PIPE DESIGN DOUBLE WALL: NO TANK DETAILS MATERIAL: STEEL aw earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 188 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Petroleum Storage Tanks (PST) CORROSION PROTECTION: EXTERNAL CONTAINMENT: TANK COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: NO CORROSION PROTECTION VARIANCE: NO VARIANCE COMPARTMENT DETAILS UST COMPARTMENT ID: 106668 TANK ID: 1A COMPARTMENT LETTER:A SUBSTANCES: GASOLINE OTHER SUBSTANCES: CAPACITY(GAL): COMPARTMENT RELEASE DETECTION: SPILL CONTAINMENT AND OVERFILL PREVENTION: PIPING SYSTEMS MATERIAL: STEEL CORROSION PROTECTION: EXTERNAL CONTAINMENT: CONNECTORS&VALVES: PIPING RELEASE DETECTION: PIPE COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: NO CORROSION PROTECTION VARIANCE: NO VARIANCE TANK ID: 2 NUMBER OF COMPARTMENTS: 1 INSTALLATION DATE:01/01/1971 REGISTRATION DATE: 05/08/1986 TANK CAPACITY(GAL): 3000 EMPTY TANK: NOT EMPTY STATUS: PERM FILLED IN PLACE STATUS BEGIN DATE: 03/01/1988 INTERNAL PROTECTION DATE: REGULATORY STATUS: FULLY REGULATED TANK DESIGN SINGLE WALL: NO TANK DESIGN DOUBLE WALL: NO PIPE DESIGN SINGLE WALL: NO PIPE DESIGN DOUBLE WALL: NO TANK DETAILS MATERIAL: STEEL CORROSION PROTECTION: EXTERNAL CONTAINMENT: TANK COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: NO CORROSION PROTECTION VARIANCE: NO VARIANCE COMPARTMENT DETAILS UST COMPARTMENT ID: 106669 aw earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 189 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Petroleum Storage Tanks (PST) TANK ID:2 COMPARTMENT LETTER:A SUBSTANCES: GASOLINE OTHER SUBSTANCES: CAPACITY(GAL): COMPARTMENT RELEASE DETECTION: SPILL CONTAINMENT AND OVERFILL PREVENTION: PIPING SYSTEMS MATERIAL: STEEL CORROSION PROTECTION: EXTERNAL CONTAINMENT: CONNECTORS&VALVES: PIPING RELEASE DETECTION: PIPE COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: NO CORROSION PROTECTION VARIANCE: NO VARIANCE TANK ID: 2A NUMBER OF COMPARTMENTS: 1 INSTALLATION DATE:01/01/1971 REGISTRATION DATE: 05/08/1986 TANK CAPACITY(GAL): 3000 EMPTY TANK: NOT EMPTY STATUS: PERM FILLED IN PLACE STATUS BEGIN DATE: 03/01/1988 INTERNAL PROTECTION DATE: REGULATORY STATUS: FULLY REGULATED TANK DESIGN SINGLE WALL: NO TANK DESIGN DOUBLE WALL: NO PIPE DESIGN SINGLE WALL: NO PIPE DESIGN DOUBLE WALL: NO TANK DETAILS MATERIAL: STEEL CORROSION PROTECTION: EXTERNAL CONTAINMENT: TANK COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: NO CORROSION PROTECTION VARIANCE: NO VARIANCE COMPARTMENT DETAILS UST COMPARTMENT ID: 106670 TANK ID:2A COMPARTMENT LETTER:A SUBSTANCES: GASOLINE OTHER SUBSTANCES: CAPACITY(GAL): COMPARTMENT RELEASE DETECTION: SPILL CONTAINMENT AND OVERFILL PREVENTION: PIPING SYSTEMS MATERIAL: STEEL aw earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 190 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Petroleum Storage Tanks (PST) CORROSION PROTECTION: EXTERNAL CONTAINMENT: CONNECTORS&VALVES: PIPING RELEASE DETECTION: PIPE COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: NO CORROSION PROTECTION VARIANCE: NO VARIANCE ABOVEGROUND STORAGE TANK INFORMATION NO ABOVEGROUND STORAGE TANK DATA REPORTED FOR THIS FACILITY Back to Report Lmmary earthwww.aeo-search.com 888-396-0042 Order#169298 Job#421869 191 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Industrial and Hazardous Waste Sites (IHM AP 11111 Distance from Property: 0.169 mi.(892 ft.)WNW Elevation: 15 ft. FACILITY INFORMATION OWNER INFORMATION SWR#: 68720 EPA ID: NOT REPORTED NAME: JAMES KURTH TCEQ#: 23650 ADDRESS: 1546 AMBER DR NAME: JAMES KURTH CORPUS CHRISTI,TX 78418 ADDRESS: 1546 AMBER DR PHONE: NOT REPORTED CORPUS CHRISTI,TX 78418 CONTACT: NOT REPORTED PHONE: NOT REPORTED BUSINESS DESCRIPTION: NOT REPORTED INDUSTRIAL WASTE PERMIT#: NOT REPORTED MUNICIPAL WASTE PERMIT#: NOT REPORTED SIC CODE: NOT REPORTED WASTE GENERATOR: YES WASTE RECEIVER: NO WASTE TRANSPORTER: NO TRANSFER FACILITY: NO MAQUILADORA(MEXICAN FACILITY): NO STATUS: INACTIVE AMOUNT OF WASTE GENERATED: NOT REPORTED GENERATOR TYPE: NOT REPORTED THIS FACILITY IS A NOTIFIER THIS FACILITY IS NOTA STEERS REPORTER-(STATE OF TEXAS ENVIRONMENTAL ELECTRONIC REPORTING SYSTEM) THIS FACILITY IS NOT REQUIRED TO SUBMITAN ANNUAL WASTE SUMMARY REPORT THIS FACILITY IS NOT INVOLVED IN RECYCLING ACTIVITIES LAST UPDATE TO TRACS(TCEQ REGULATORY ACTIVITIES AND COMPLIANCE SYSTEM): 06/04/2010 ACTIVITIES ACTIVITY TYPE: UNKNOWN ACTIVITY DESCRIPTION: NOT REPORTED WASTE WASTE ID:48444 WASTE CODE STATUS: INACTIVE WASTE IS RADIOACTIVE:NO WASTE IS TREATED OFF SITE: NO GENERATOR'S DESCRIPTION OF WASTE: NOT REPORTED Back to Report Lmmary earthwww.aeo-search.com 888-396-0042 Order#169298 Job#421869 192 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Dry Cleaner Registration Database (DCR) AP 11111 Distance from Property: 0.207 mi.(1,093 ft.)NNE Elevation: 16 ft. FACILITY INFORMATION LOCATION NUMBER: RN104096896 CUSTOMER#: CN602461378 REGISTRATION ID: DCR13420 REGULATED ENTITY NAME: PEERLESS CLEANERS 18 NAME: PEERLESS CLEANERS 18 ADDRESS: 902 WALDRON RD CORPUS CHRISTI,TX 78418 COUNTY: NUECES ACCOUNT NUMBER: 24,001,071 REGION: REGION 14 PRINCIPAL NAME: JOHNSON PEERLESS INC ADDRESS: 3434 S STAPLES ST CORPUS CHRISTI,TX 78411 EMAIL ADDRESS: DOUG@PEERLESSCLEANERS.COM PHONE NUMBER: 361-7744141 SITE TYPE: DROP STATION REGISTRATION SITE STATUS: ACTIVE ELIGIBLE ANSWER: NO GROSS RECEIPT: >$150,000 FISCAL YEAR: FY2021 SOLVENT: NOT REPORTED QUANTITY: NOT REPORTED FISCAL YEAR: FY2020 SOLVENT: NOT REPORTED QUANTITY: NOT REPORTED FISCAL YEAR: FY2019 SOLVENT: NOT REPORTED QUANTITY: NOT REPORTED FISCAL YEAR: FY2018 SOLVENT: NOT REPORTED QUANTITY: NOT REPORTED FISCAL YEAR: FY2017 SOLVENT: NOT REPORTED QUANTITY: NOT REPORTED FISCAL YEAR: FY2016 SOLVENT: NOT REPORTED QUANTITY: NOT REPORTED ju earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 193 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Dry Cleaner Registration Database (DCR) FISCAL YEAR: FY2015 SOLVENT: NOT REPORTED QUANTITY: NOT REPORTED FISCAL YEAR: FY2014 SOLVENT: NOT REPORTED QUANTITY: NOT REPORTED FISCAL YEAR: FY2013 SOLVENT: NOT REPORTED QUANTITY: NOT REPORTED FISCAL YEAR: FY2012 SOLVENT: NOT REPORTED QUANTITY: NOT REPORTED FISCAL YEAR: FY2011 SOLVENT: NOT REPORTED QUANTITY: NOT REPORTED FISCAL YEAR: FY2010 SOLVENT: NOT REPORTED QUANTITY: NOT REPORTED FISCAL YEAR: FY2009 SOLVENT: NOT REPORTED QUANTITY: NOT REPORTED FISCAL YEAR: FY2008 SOLVENT: NOT REPORTED QUANTITY: NOT REPORTED FISCAL YEAR: FY2007 SOLVENT: NOT REPORTED QUANTITY: NOT REPORTED FISCAL YEAR: FY2006 SOLVENT: NOT REPORTED QUANTITY: NOT REPORTED FISCAL YEAR: FY2005 SOLVENT: NOT REPORTED QUANTITY: NOT REPORTED FISCAL YEAR: FY2004 SOLVENT: NOT REPORTED ju earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 194 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 IDry Cleaner Registration Database (DCR) QUANTITY: NOT REPORTED Back.to.Report 3LMmary uw rcwww.aeo-search.com 888-396-0042 www.aeo-search.com 169298 Job#421869 195 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Industrial and Hazardous Waste Sites (IHM AP 11111 Distance from Property: 0.212 mi.(1,119 ft.)ESE Elevation: 11 ft. FACILITY INFORMATION OWNER INFORMATION SWR#: 36711 EPA ID: TXD000782334 NAME: EXXON MOBIL CORPORATION TCEQ#: 13566 ADDRESS: PO BOX 4358 NAME: FLOUR BLUFF COMPRESSOR STATION HOUSTON,TX 77210 ADDRESS: 347 GRAHAM RD PHONE: 1-713-7756830 CORPUS CHRISTI,TX 78418 CONTACT: THOMAS P MONAHAN PHONE: 713-7756830 BUSINESS DESCRIPTION: NOT REPORTED INDUSTRIAL WASTE PERMIT#: NOT REPORTED MUNICIPAL WASTE PERMIT#: NOT REPORTED SIC CODE: NOT REPORTED WASTE GENERATOR: YES WASTE RECEIVER: NO WASTE TRANSPORTER: NO TRANSFER FACILITY: NO MAQUILADORA(MEXICAN FACILITY): NO STATUS: INACTIVE AMOUNT OF WASTE GENERATED: LARGE QUANTITY GENERATOR GENERATOR TYPE: NOT REPORTED THIS FACILITY IS A NOTIFIER THIS FACILITY IS NOTA STEERS REPORTER-(STATE OF TEXAS ENVIRONMENTAL ELECTRONIC REPORTING SYSTEM) THIS FACILITY IS NOT REQUIRED TO SUBMITAN ANNUAL WASTE SUMMARY REPORT THIS FACILITY IS NOT INVOLVED IN RECYCLING ACTIVITIES LAST UPDATE TO TRACS(TCEQ REGULATORY ACTIVITIES AND COMPLIANCE SYSTEM): 01/23/2003 ACTIVITIES ACTIVITY TYPE: UNKNOWN ACTIVITY DESCRIPTION: NOT REPORTED WASTE NO RECORDS Back to Report LMmary earthwww.aeo-search.com 888-396-0042 Order#169298 Job#421869 196 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Railroad Commission VCP and Brownfield Sites (RRCVCP) AP 11111 Distance from Property: 0.212 mi.(1,119 ft.)ESE Elevation: 11 ft. VCP/BROWNFIELDS NUMBER: 16007 SITE TYPE: VOLUNTARY CLEANUP PROGRAM SITE ADDRESS: 347 GRAHAM ROAD CITY: CORPUS CHRISTI COUNTY: NUECES STATE: TX ZIPCODE: NOT REPORTED SIZE OF SITE(ACRES): 24 STATUS: ACCEPTED CLEANUP STANDARDS: NOT REPORTED DATE ACCEPTED: 9/16/2016 DATE CLOSED: NOT REPORTED CLOSURE TYPE: NOT REPORTED CLOSURE VALUE: NOT REPORTED CERTIFICATE OF COMPLETION: NOT REPORTED Back to Report LMmary ju earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 197 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Superfund Enterprise Management System Archived Site Inventory SEMSARCH AP 11111 Distance from Property: 0.212 mi.(1,119 ft.)ESE Elevation: 11 ft. FACILITY INFORMATION EPA ID#: TXD000782334 SITE ID#: 0601581 NAME: EXXON CO USA GRAHAM RD SITE FLOUR BLUFF ADDRESS: 347 GRAHAM RD CORPUS CHRISTI,TX 78418 COUNTY: NUECES FEDERAL FACILITY: NOT A FEDERAL FACILITY SUPERFUND ALTERNATIVE AGREEMENT IN PLACE?: NO NPL: NOT ON THE NPL NON NPL STATUS: NFRAP-SITE DOES NOT QUALIFY FOR THE NPL BASED ON EXISTING INFORMATION SUPERFUND SITE INFORMATION: CLICK HERE Below information was gathered from the prior NFRAP update completed in 10/2013 update: ACTION START DATE COMPLETION DATE RESPONSIBILITY SI-SITE INSPECTION 11/1/1984 11/1/1984 STATE(FUND) PA-PRELIMINARY ASSESSMENT 4/1/1984 4/1/1984 STATE(FUND) DS-DISCOVERY NOT REPORTED 1/1/1981 EPA FUND VS-ARCHIVE SITE NOT REPORTED 11/1/1984 EPA IN-HOUSE ACTION DESCRIPTIONS SI - (SITE INSPECTION) - THE PROCESS OF COLLECTING SITE DATA AND SAMPLES TO CHARACTERIZE THE SEVERITY OF THE HAZARD FOR THE HAZARD RANKING SCORE AND/OR ENFORCEMENT SUPPORT. PA - (PRELIMINARY ASSESSMENT) - COLLECTION OF DIVERSE EXISTING INFORMATION ABOUT THE SOURCE AND NATURE OF THE SITE HAZARD. IT IS EPA POLICY TO COMPLETE THE PRELIMINARY ASSESSMENT WITHIN ONE YEAR OF SITE DISCOVERY. DS - (DISCOVERY) - THE PROCESS BY WHICH A POTENTIAL HAZARDOUS WASTE SITE IS BROUGHT TO THE ATTENTION OF THE EPA. THE PROCESS CAN OCCUR THROUGH THE USE OF SEVERAL MECHANISMS SUCH AS A PHONE CALL OR REFERRAL BY ANOTHER GOVERNMENT AGENCY. VS - (ARCHIVE SITE) - THE DECISION IS MADE THAT NO FURTHER ACTIVITY IS PLANNED AT THE SITE. Back to Report Surnrnary earthwww.aeo-search.com 888-396-0042 Order#169298 Job#421869 198 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Tier I I Chemical Reporting Program Facilities (TIERII) AP 11111 Distance from Property: 0.212 mi.(1,119 ft.)ESE Elevation: 11 ft. SITE INFORMATION UNIQUE ID: 4Z3VYK002DNG SITE ID: FATR20094Z3VYK002DNG NAME: FLOUR BLUFF STATION[TEXAS CRUDE ENERGY,INC.] ADDRESS: 347 GRAHAM ROAD CORPUS CHRISTI,TX 78418-3512 SIGNED DATE: 02/11/2010 VALIDATION REPORT: THIS FACILITY PASSED ALL VALIDATION CHECKS. MAILING ADDRESS: NOT REPORTED SITE DETAILS SITE TYPE: CRUDE PETROLEUM&NATURAL GAS SITE TYPE: CRUDE PETROLEUM AND NATURAL GAS EXTRACTION SITE TYPE: CRUDE PETROLEUM&NATURAL GAS SITE TYPE: OIL AND GAS EXTRACTION SITE TYPE: CRUDE PETROLEUM&NATURAL GAS SITE TYPE: OIL AND GAS EXTRACTION CHEMICAL LOCATION: LEASE TANK BATTERY CHEMICAL AMOUNT: NOT REPORTED CHEMICAL LOCATION: LEASE TANK BATTERY CHEMICAL AMOUNT: NOT REPORTED CHEMICAL LOCATION: LEASE TANK BATTERY CHEMICAL AMOUNT: NOT REPORTED CHEMICAL NAME: CRUDE OIL MAXIMUM AMOUNT: NOT REPORTED FIRE: YES GAS: NOT REPORTED LIQUID: YES SOLID: NOT REPORTED PURE: YES MIXTURE: NOT REPORTED CHEMICAL NAME: CRUDE OIL MAXIMUM AMOUNT: NOT REPORTED FIRE: YES GAS: NOT REPORTED LIQUID: YES SOLID: NOT REPORTED PURE: YES MIXTURE: NOT REPORTED CHEMICAL NAME: CRUDE OIL MAXIMUM AMOUNT: NOT REPORTED FIRE: YES GAS: NOT REPORTED LIQUID: YES SOLID: NOT REPORTED PURE: YES MIXTURE: NOT REPORTED Back to Report Lmmary earthwww.aeo-search.com 888-396-0042 Order#169298 Job#421869 199 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Tier I I Chemical Reporting Program Facilities (TIERII) AP 11111 Distance from Property: 0.212 mi.(1,119 ft.)ESE Elevation: 11 ft. SITE INFORMATION UNIQUE ID: 71KYKZ01PUVT SITE ID: FATR200971KYKZ01PUVT NAME: AMERRIL ENERGY-FLOUR BLUFF STATION ADDRESS: N27.6583333 W97.2861166 CORPUS CHRISTI,TX 78418 SIGNED DATE: 2/25/2010 VALIDATION REPORT: THIS FACILITY PASSED ALL VALIDATION CHECKS. MAILING ADDRESS: 1116 SOUTH WALTON BLVD,#205 BENTONVILLE,AR 72712 SITE DETAILS SITE TYPE: CRUDE PETROLEUM AND NATURAL GAS EXTRACTION CHEMICAL LOCATION: TANK BATTERY(1)750 BBL TANK CHEMICAL AMOUNT: 750 BARRELS CHEMICAL LOCATION: TANK BATTERY(2)1000 BBL TANKS CHEMICAL AMOUNT: 2000 BARRELS CHEMICAL NAME: CRUDE OIL,PETROLEUM,[COMBUSTIBLE LIQUID LABEL] MAXIMUM AMOUNT: NOT REPORTED FIRE: YES GAS: NOT REPORTED LIQUID: YES SOLID: NOT REPORTED PURE: NOT REPORTED MIXTURE: YES Back to Report LMmary ju earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 200 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Alternative Fueling Stations (ALTFUELS) AP 11111 Distance from Property: 0.217 mi.(1,146 ft.)WNW Elevation: 16 ft. FACILITY INFORMATION GEOSEARCH ID: 77746 UNIQUE IDENTIFIER FOR THIS SPECIFIC STATION: 77746 STATION NAME: FLOUR BLUFF STATION ADDRESS: 10139 SECURITY DR CORPUS CHRISTI,TX 78418 INTERSECTION DIRECTIONS: NOT REPORTED STATION PHONE: NOT REPORTED STATION CURRENT STATUS: OPEN: THE STATION IS OPEN. TYPE OF ALTERNATIVE FUEL THE STATION PROVIDES: NOT REPORTED OWNER TYPE: FEDERAL GOVERNMENT OWNED FEDERAL AGANCY ID: 25 FEDERAL AGENCY NAME: U.S.POSTAL SERVICE DATE THAT THE STATION BEGAN OFFERING THE FUEL: 8/15/2016 DATE THE STATION'S DETAILS WERE LAST CONFIRMED: 1/10/2019 TIME THE STATION'S DETAILS WERE LAST UPDATED(ISO 8601 FORMAT).: 2019-01-17 00:33:46 UTC Back to Report Lmmary aw earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 201 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Industrial and Hazardous Waste Sites (IHM AP 11111 Distance from Property: 0.243 mi.(1,283 ft.)SSW Elevation: 17 ft. FACILITY INFORMATION OWNER INFORMATION SWR#: 76767 EPA ID: NOT REPORTED NAME: FLOUR BLUFF ISD TCEQ#: 31077 ADDRESS: 2505 WALDRON RD NAME: FLOUR BLUFF ISD CORPUS CHRISTI,TX 78418 ADDRESS: 2505 WALDRON RD PHONE: NOT REPORTED CORPUS CHRISTI,TX 78418 CONTACT: JOHN WRANOSKY PHONE: NOT REPORTED BUSINESS DESCRIPTION: THIS REGISTRATION WAS INACTIVATED BECAUSE THERE WERE ONLY 6-DIGIT WASTE CODES ONTHE NOR AND NO WASTE ACTIVITY WAS REPORTED IN 1994, 1995 AND 1996. INDUSTRIAL WASTE PERMIT#: NOT REPORTED MUNICIPAL WASTE PERMIT#: NOT REPORTED SIC CODE: NOT REPORTED WASTE GENERATOR: YES WASTE RECEIVER: NO WASTE TRANSPORTER: NO TRANSFER FACILITY: NO MAQUILADORA(MEXICAN FACILITY): NO STATUS: INACTIVE AMOUNT OF WASTE GENERATED: CONDITIONALLY EXEMPT SMALL QUANTITY GENERATOR GENERATOR TYPE: NON-INDUSTRIAL AND/OR MUNICIPAL THIS FACILITY IS A NOTIFIER THIS FACILITY IS NOTA STEERS REPORTER-(STATE OF TEXAS ENVIRONMENTAL ELECTRONIC REPORTING SYSTEM) THIS FACILITY IS NOT REQUIRED TO SUBMITAN ANNUAL WASTE SUMMARY REPORT THIS FACILITY IS NOT INVOLVED IN RECYCLING ACTIVITIES LAST UPDATE TO TRACS(TCEQ REGULATORY ACTIVITIES AND COMPLIANCE SYSTEM): 06/04/2010 ACTIVITIES ACTIVITY TYPE: UNKNOWN ACTIVITY DESCRIPTION: NOT REPORTED WASTE WASTE ID:283033 WASTE CODE STATUS: NOT REPORTED WASTE IS RADIOACTIVE:NO WASTE IS TREATED OFF SITE: NO GENERATOR'S DESCRIPTION OF WASTE: NOT REPORTED WASTE ID:283034 WASTE CODE STATUS: NOT REPORTED WASTE IS RADIOACTIVE:NO WASTE IS TREATED OFF SITE: NO GENERATOR'S DESCRIPTION OF WASTE: NOT REPORTED WASTE ID:283035 WASTE CODE STATUS: NOT REPORTED WASTE IS RADIOACTIVE:NO earthwww.aeo-search.com 888-396-0042 Order#169298 Job#421869 202 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Industrial and Hazardous Waste Sites (IHM WASTE IS TREATED OFF SITE: NO GENERATOR'S DESCRIPTION OF WASTE: NOT REPORTED WASTE ID: 59926 WASTE CODE STATUS: INACTIVE WASTE IS RADIOACTIVE:NO WASTE IS TREATED OFF SITE:YES GENERATOR'S DESCRIPTION OF WASTE: NOT REPORTED Back to Report Lmmary earthwww.aeo-search.com 888-396-0042 Order#169298 Job#421869 203 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Petroleum Storage Tanks (PST) AP 11111 Distance from Property: 0.243 mi.(1,283 ft.)SSW Elevation: 17 ft. FACILITY INFORMATION CONTACT INFORMATION ID#: 25517 NAME: DALE MECOM NAME: FLOUR BLUFF ISD TITLE: MAINT DIR ADDRESS: 2505 WALDRON RD ORGANIZATION: FLOUR BLUFF ISD CORPUS CHRISTI,TX 78418 MAIL ADDRESS: COUNTY: NUECES REGION: 14 PHONE: (361)6949706 0 TYPE: FLEET REFUELING BEGIN DATE: 10/08/1986 STATUS: ACTIVE EXEMPT STATUS: NO RECORDS OFF-SITE: NO NUMBER OF ACTIVE UNDERGROUND TANKS: 3 NUMBER OF ACTIVE ABOVEGROUND TANKS: 0 APPLICATION INFORMATION: RECEIVED DATE ON EARLIEST REGISTRATION FORM: 04/20/2020 SIGNATURE DATE ON EARLIEST REGISTRATION FORM: 03/24/2020 SIGNATURE NAME&TITLE: CLAYTON POCIUS,DIR OF TRANSP ENFORCEMENT ACTION DATE: OWNER OWNER NUMBER: CN600344303 NAME: FLOUR BLUFF ISD CONTACT ADDRESS: 2505 WALDRON RD CORPUS CHRISTI TX 78418 TYPE: OTHER GOVERNMENT BEGIN DATE: 10/08/1986 CONTACT ROLE: OWNCON CONTACT NAME: CONTACT TITLE: ORGANIZATION: FLOUR BLUFF ISD PHONE: FAX: EMAIL: OPERATOR OPERATOR NUMBER: CN600344303 NAME: FLOUR BLUFF ISD CONTACT ADDRESS: 2505 WALDRON RD CORPUS CHRISTI TX 78418 TYPE: OTHER GOVERNMENT BEGIN DATE: 10/08/1986 CONTACT ROLE: OPRCON CONTACT NAME: DALE MECOM aw earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 204 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Petroleum Storage Tanks (PST) CONTACT TITLE: MAINT DIR ORGANIZATION: FLOUR BLUFF ISD PHONE: (361)6949706 0 FAX: EMAIL: SELF-CERTIFICATION SELF-CERTIFICATION ID: 335978 SIGNATURE DATE: 03/24/2020 SIGNATURE NAME&TITLE: CLAYTON POCIUS,DIR OF TRANSP FILING STATUS: RENEWAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 318860 SIGNATURE DATE: 03/28/2019 SIGNATURE NAME&TITLE: CLAYTON POCIUS,DIR OF TRANSPORTATION FILING STATUS: RENEWAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 302015 SIGNATURE DATE: 03/22/2018 SIGNATURE NAME&TITLE: CLAYTON POCIUS,DIRECTOR OF TRANSPORTATION FILING STATUS: RENEWAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 285521 SIGNATURE DATE: 04/14/2017 SIGNATURE NAME&TITLE: CLAYTON POCIUS,DIR OF TRANS FILING STATUS: RENEWAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 268484 SIGNATURE DATE: 03/28/2016 SIGNATURE NAME&TITLE: CLAYTON POCIUS,TRANS DIR FILING STATUS: RENEWAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 251193 SIGNATURE DATE: 03/25/2015 SIGNATURE NAME&TITLE: DALE MECOM,TRANS DIR FILING STATUS: RENEWAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 235298 SIGNATURE DATE: 03/21/2014 SIGNATURE NAME&TITLE: DALE MECOM,TRANS DIR FILING STATUS: RENEWAL REGISTRATION FLAG: YES aw earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 205 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Petroleum Storage Tanks (PST) SELF-CERTIFICATION ID: 219067 SIGNATURE DATE: 04/11/2013 SIGNATURE NAME&TITLE: DALEMECOM,TRANS DIR FILING STATUS: RENEWAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 69678 SIGNATURE DATE: 04/20/2011 SIGNATURE NAME&TITLE: DALE MECOM,MAINT DIRECTOR FILING STATUS: RENEWAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 69677 SIGNATURE DATE: 03/25/2010 SIGNATURE NAME&TITLE: DALE MECOM,MAINT DIR FILING STATUS: RENEWAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 69676 SIGNATURE DATE: 03/24/2009 SIGNATURE NAME&TITLE: DALE MECOM,MAINT DIR FILING STATUS: RENEWAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 69675 SIGNATURE DATE: 04/01/2008 SIGNATURE NAME&TITLE: DALE MECOM,MAINT DIR FILING STATUS: RENEWAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 69674 SIGNATURE DATE: 03/21/2007 SIGNATURE NAME&TITLE: DALE MECOM,MAINTENANCE DIRECTOR FILING STATUS: RENEWAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 69673 SIGNATURE DATE: 03/24/2006 SIGNATURE NAME&TITLE: DALE MECOM,MAINT DIR FILING STATUS: RENEWAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 69672 SIGNATURE DATE: 03/23/2005 SIGNATURE NAME&TITLE: DALE MECOM,MAINT DIR FILING STATUS: RENEWAL aw earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 206 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Petroleum Storage Tanks (PST) REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 69671 SIGNATURE DATE: 03/31/2004 SIGNATURE NAME&TITLE: DALE MECOM,MAINT DIR FILING STATUS: RENEWAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 69670 SIGNATURE DATE: 04/11/2003 SIGNATURE NAME&TITLE: DALE MECOM,MAINT DIR FILING STATUS: RENEWAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 69669 SIGNATURE DATE: 03/28/2002 SIGNATURE NAME&TITLE: JIMMY DALE MECOM,MAINT/DIR FILING STATUS: RENEWAL REGISTRATION FLAG: YES SELF-CERTIFICATION ID: 69668 SIGNATURE DATE: 09/25/2000 SIGNATURE NAME&TITLE: DALE MECOM,MAINTENANCE DIR. FILING STATUS: INITIAL REGISTRATION FLAG: YES CONSTRUCTION NOTIFICATION NO CONSTRUCTION NOTIFICATION DATA REPORTED FOR THIS FACILITY UNDERGROUND STORAGE TANK TANK ID: 1 NUMBER OF COMPARTMENTS: 1 INSTALLATION DATE:01/01/1983 REGISTRATION DATE: 05/08/1986 TANK CAPACITY(GAL): 3000 EMPTY TANK: NOT EMPTY STATUS: IN USE STATUS BEGIN DATE: 01/01/1983 INTERNAL PROTECTION DATE: REGULATORY STATUS: FULLY REGULATED TANK DESIGN SINGLE WALL: YES TANK DESIGN DOUBLE WALL: NO PIPE DESIGN SINGLE WALL: YES PIPE DESIGN DOUBLE WALL: NO TANK DETAILS MATERIAL: STEEL CORROSION PROTECTION: EXTERNAL DIELECTRIC COATING/LAMINATE/TAPE/WRAP,CATHODIC PROTECTION -FIELD INSTALLATION EXTERNAL CONTAINMENT: TANK COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE COMPARTMENT DETAILS earthwww.aeo-search.com 888-396-0042 Order#169298 Job#421869 207 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Petroleum Storage Tanks (PST) UST COMPARTMENT ID:81017 TANK ID: 1 COMPARTMENT LETTER:A SUBSTANCES: DIESEL OTHER SUBSTANCES: CAPACITY(GAL):3000 COMPARTMENT RELEASE DETECTION: AUTOMATIC TANK GAUGE TEST&INVENTORY CONTROL SPILL CONTAINMENT AND OVERFILL PREVENTION: TIGHT-FILL FITTING CONTAIN ER/BUCKET/SUMP,FACTORY-BUILT SPILL CONTAIN ER/BUCKET/SU MP,DELIVERY SHUT-OFF VALVE PIPING SYSTEMS MATERIAL: STEEL CORROSION PROTECTION: EXTERNAL DIELECTRIC COATING/LAMINATE/TAPE/WRAP,CATHODIC PROTECTION -FIELD INSTALLATION EXTERNAL CONTAINMENT: CONNECTORS&VALVES: PIPING RELEASE DETECTION: MONTHLY PIPING TIGHTNESS TEST(@ 0.2 GPH),ANNUAL PIPING TIGHTNESS TEST/ANNUAL ELECTRONIC MONITORING(@ 0.1 GPH),TRIENNIAL TIGHTNESS TEST(FOR SUCTION/GRAVITY PIPING),AUTO.LINE LEAK DETECTOR(3.0 GPH FOR PRESSURE PIPING) PIPE COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE TANK ID: 2 NUMBER OF COMPARTMENTS: 1 INSTALLATION DATE:01/01/1983 REGISTRATION DATE: 05/08/1986 TANK CAPACITY(GAL): 3000 EMPTY TANK: NOT EMPTY STATUS: IN USE STATUS BEGIN DATE: 01/01/1983 INTERNAL PROTECTION DATE: REGULATORY STATUS: FULLY REGULATED TANK DESIGN SINGLE WALL: YES TANK DESIGN DOUBLE WALL: NO PIPE DESIGN SINGLE WALL: YES PIPE DESIGN DOUBLE WALL: NO TANK DETAILS MATERIAL: STEEL CORROSION PROTECTION: EXTERNAL DIELECTRIC COATING/LAMINATE/TAPE/WRAP,CATHODIC PROTECTION -FIELD INSTALLATION EXTERNAL CONTAINMENT: TANK COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE COMPARTMENT DETAILS UST COMPARTMENT ID:81018 TANK ID:2 COMPARTMENT LETTER:A SUBSTANCES: DIESEL OTHER SUBSTANCES: aw earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 208 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Petroleum Storage Tanks (PST) CAPACITY(GAL):3000 COMPARTMENT RELEASE DETECTION: AUTOMATIC TANK GAUGE TEST&INVENTORY CONTROL SPILL CONTAINMENT AND OVERFILL PREVENTION: TIGHT-FILL FITTING CONTAIN ER/BUCKET/SUMP,FACTORY-BUILT SPILL CONTAIN ER/BUCKET/SU MP,DELIVERY SHUT-OFF VALVE PIPING SYSTEMS MATERIAL: STEEL CORROSION PROTECTION: EXTERNAL DIELECTRIC COATING/LAMINATE/TAPE/WRAP,CATHODIC PROTECTION -FIELD INSTALLATION EXTERNAL CONTAINMENT: CONNECTORS&VALVES: PIPING RELEASE DETECTION: MONTHLY PIPING TIGHTNESS TEST(@ 0.2 GPH),ANNUAL PIPING TIGHTNESS TEST/ANNUAL ELECTRONIC MONITORING(@ 0.1 GPH),TRIENNIAL TIGHTNESS TEST(FOR SUCTION/GRAVITY PIPING),AUTO.LINE LEAK DETECTOR(3.0 GPH FOR PRESSURE PIPING) PIPE COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE TANK ID: 3 NUMBER OF COMPARTMENTS: 1 INSTALLATION DATE:01/01/1983 REGISTRATION DATE: 05/08/1986 TANK CAPACITY(GAL): 3000 EMPTY TANK: NOT EMPTY STATUS: IN USE STATUS BEGIN DATE: 01/01/1983 INTERNAL PROTECTION DATE: REGULATORY STATUS: FULLY REGULATED TANK DESIGN SINGLE WALL: YES TANK DESIGN DOUBLE WALL: NO PIPE DESIGN SINGLE WALL: YES PIPE DESIGN DOUBLE WALL: NO TANK DETAILS MATERIAL: STEEL CORROSION PROTECTION: EXTERNAL DIELECTRIC COATING/LAMINATE/TAPE/WRAP,CATHODIC PROTECTION -FIELD INSTALLATION EXTERNAL CONTAINMENT: TANK COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE COMPARTMENT DETAILS UST COMPARTMENT ID:81019 TANK ID:3 COMPARTMENT LETTER:A SUBSTANCES: GASOLINE OTHER SUBSTANCES: CAPACITY(GAL):3000 COMPARTMENT RELEASE DETECTION: AUTOMATIC TANK GAUGE TEST&INVENTORY CONTROL SPILL CONTAINMENT AND OVERFILL PREVENTION: TIGHT-FILL FITTING CONTAIN ER/BUCKET/SUMP,FACTORY-BUILT SPILL CONTAIN ER/BUCKET/SU MP,DELIVERY SHUT-OFF VALVE PIPING SYSTEMS earthwww.aeo-search.com 888-396-0042 Order#169298 Job#421869 209 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Petroleum Storage Tanks (PST) MATERIAL: STEEL CORROSION PROTECTION: EXTERNAL DIELECTRIC COATING/LAMINATE/TAPE/WRAP,CATHODIC PROTECTION -FIELD INSTALLATION EXTERNAL CONTAINMENT: CONNECTORS&VALVES: PIPING RELEASE DETECTION: MONTHLY PIPING TIGHTNESS TEST(@ 0.2 GPH),ANNUAL PIPING TIGHTNESS TEST/ANNUAL ELECTRONIC MONITORING(@ 0.1 GPH),TRIENNIAL TIGHTNESS TEST(FOR SUCTION/GRAVITY PIPING),AUTO.LINE LEAK DETECTOR(3.0 GPH FOR PRESSURE PIPING) PIPE COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: YES CORROSION PROTECTION VARIANCE: NO VARIANCE ABOVEGROUND STORAGE TANK INFORMATION NO ABOVEGROUND STORAGE TANK DATA REPORTED FOR THIS FACILITY Back to Report Lmmary earthwww.aeo-search.com 888-396-0042 Order#169298 Job#421869 210 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Tier I I Chemical Reporting Program Facilities (TIERII) AP 11111 Distance from Property: 0.243 mi.(1,283 ft.)SSW Elevation: 17 ft. SITE INFORMATION UNIQUE ID: 3JC9PB0029E7 SITE ID: FATR20073JC9PB0029E7 NAME: FLOUR BLUFF INDEPENDENT SCHOOL DISTRICT ADDRESS: 2505 WALDRON ROAD CORPUS CHRISTI,TX 78418 SIGNED DATE: 02/29/2008 VALIDATION REPORT: THIS FACILITY PASSED ALL VALIDATION CHECKS. MAILING ADDRESS: NOT REPORTED SITE DETAILS CHEMICAL LOCATION: VEHICLE YARD CHEMICAL AMOUNT: 3000 GALLONS CHEMICAL LOCATION: VEHICLE YARD CHEMICAL AMOUNT: 6000 GALLONS CHEMICAL NAME: DIESEL FUEL MAXIMUM AMOUNT: NOT REPORTED FIRE: YES GAS: NOT REPORTED LIQUID: YES SOLID: NOT REPORTED PURE: NOT REPORTED MIXTURE: YES CHEMICAL NAME: GASOLINE MAXIMUM AMOUNT: NOT REPORTED FIRE: YES GAS: NOT REPORTED LIQUID: YES SOLID: NOT REPORTED PURE: NOT REPORTED MIXTURE: YES Back to Report LMmary earthwww.aeo-search.com 888-396-0042 Order#169298 Job#421869 211 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Tier I I Chemical Reporting Program Facilities (TIERII) AP 11111 Distance from Property: 0.243 mi.(1,283 ft.)SSW Elevation: 17 ft. SITE INFORMATION UNIQUE ID: 68XXEF0023CL SITE ID: FATR200868XXEF0023CL NAME: FLOUR BLUFF INDEPENDENT SCHOOL DISTRICT ADDRESS: 2505 WALDRON ROAD CORPUS CHRISTI,TX 78418 SIGNED DATE: 1/6/2009 VALIDATION REPORT: THIS FACILITY PASSED ALL VALIDATION CHECKS. MAILING ADDRESS: NOT REPORTED SITE DETAILS CHEMICAL LOCATION: VEHICLE YARD CHEMICAL AMOUNT: 3000 GALLONS CHEMICAL LOCATION: VEHICLE YARD CHEMICAL AMOUNT: 6000 GALLONS CHEMICAL NAME: DIESEL FUEL MAXIMUM AMOUNT: NOT REPORTED FIRE: YES GAS: NOT REPORTED LIQUID: YES SOLID: NOT REPORTED PURE: NOT REPORTED MIXTURE: YES CHEMICAL NAME: GASOLINE MAXIMUM AMOUNT: NOT REPORTED FIRE: YES GAS: NOT REPORTED LIQUID: YES SOLID: NOT REPORTED PURE: NOT REPORTED MIXTURE: YES Back to Report LMmary earthwww.aeo-search.com 888-396-0042 Order#169298 Job#421869 212 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Tier I I Chemical Reporting Program Facilities (TIERII) AP 11111 Distance from Property: 0.243 mi.(1,283 ft.)SSW Elevation: 17 ft. SITE INFORMATION UNIQUE ID: 6YFXRA002UHN SITE ID: FATR20096YFXRA002UHN NAME: FLOUR BLUFF INDEPENDENT SCHOOL DISTRICT ADDRESS: 2505 WALDRON ROAD CORPUS CHRISTI,TX 78418 SIGNED DATE: 1/5/2010 VALIDATION REPORT: THIS FACILITY PASSED ALL VALIDATION CHECKS. MAILING ADDRESS: NOT REPORTED SITE DETAILS CHEMICAL LOCATION: VEHICLE YARD CHEMICAL AMOUNT: 3000 GALLONS CHEMICAL LOCATION: VEHICLE YARD CHEMICAL AMOUNT: 6000 GALLONS CHEMICAL NAME: DIESEL FUEL MAXIMUM AMOUNT: NOT REPORTED FIRE: YES GAS: NOT REPORTED LIQUID: YES SOLID: NOT REPORTED PURE: NOT REPORTED MIXTURE: YES CHEMICAL NAME: GASOLINE MAXIMUM AMOUNT: NOT REPORTED FIRE: YES GAS: NOT REPORTED LIQUID: YES SOLID: NOT REPORTED PURE: NOT REPORTED MIXTURE: YES Back to Report LMmary earthwww.aeo-search.com 888-396-0042 Order#169298 Job#421869 213 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Tier I I Chemical Reporting Program Facilities (TIERII) AP 11111 Distance from Property: 0.243 mi.(1,283 ft.)SSW Elevation: 17 ft. SITE INFORMATION UNIQUE ID: 8C64EK002MCH SITE ID: FATR20128C64EK002MCH NAME: FLOUR BLUFF INDEPENDENT SCHOOL DISTRICT ADDRESS: 2505 WALDRON ROAD CORPUS CHRISTI,TX 78418 SIGNED DATE: 01/14/2013 VALIDATION REPORT: NOT REPORTED MAILING ADDRESS: NOT REPORTED SITE DETAILS CHEMICAL LOCATION: VEHICLE YARD CHEMICAL AMOUNT: 3000 GALLONS CHEMICAL LOCATION: VEHICLE YARD CHEMICAL AMOUNT: 6000 GALLONS CHEMICAL LOCATION: VEHICLE YARD CHEMICAL AMOUNT: 3000 GALLONS CHEMICAL LOCATION: VEHICLE YARD CHEMICAL AMOUNT: 6000 GALLONS CHEMICAL NAME: DIESEL FUEL MAXIMUM AMOUNT: NOT REPORTED FIRE: YES GAS: NOT REPORTED LIQUID: YES SOLID: NOT REPORTED PURE: NOT REPORTED MIXTURE: YES CHEMICAL NAME: GASOLINE MAXIMUM AMOUNT: NOT REPORTED FIRE: YES GAS: NOT REPORTED LIQUID: YES SOLID: NOT REPORTED PURE: NOT REPORTED MIXTURE: YES CHEMICAL NAME: DIESEL FUEL MAXIMUM AMOUNT: NOT REPORTED FIRE: YES GAS: NOT REPORTED LIQUID: YES SOLID: NOT REPORTED PURE: NOT REPORTED MIXTURE: YES CHEMICAL NAME: GASOLINE MAXIMUM AMOUNT: NOT REPORTED FIRE: YES GAS: NOT REPORTED LIQUID: YES SOLID: NOT REPORTED PURE: NOT REPORTED MIXTURE: YES Back to Report Lmmary earthwww.aeo-search.com 888-396-0042 Order#169298 Job#421869 214 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Leaking Petroleum Storage Tanks (LPST) AP 11111 Distance from Property: 0.444 mi.(2,344 ft.)WNW Elevation: 16 ft. FACILITY INFORMATION GEOSEARCH ID: 092971 LPST ID:092971 FACILITY ID: 662 NAME: CIRCLE K 84744 ADDRESS: 10041 S PADRE ISLAND DR CORPUS CHRISTI,TX 78418 LEAKING TANK DETAILS LPST ID:092971 NAME: CIRCLE K 84744 FACILITY LOCATION: PRIORITY CODE: 4A-SOIL CONTAMINATION ONLY REQUIRES FULL SITE ASSESSMENT RAP CORRECTIVE ACTION STATUS CODE: 6A-FINAL CONCURRENCE ISSUED CORRECTIVE ACTION START DATE: DISCOVERED DATE: 05/04/1989 REPORTED DATE: 05/04/1989 ENTERED DATE: 05/17/1989 CLOSURE DATE: 08/08/1989 PRP INFORMATION NAME: ADDRESS: TX CONTACT: PHONE: UNDERGROUND STORAGE TANK TANK ID: 1 NUMBER OF COMPARTMENTS: 1 INSTALLATION DATE:08/31/1987 REGISTRATION DATE: 05/08/1986 TANK CAPACITY(GAL): 10000 EMPTY TANK: NOT EMPTY STATUS: REMOVED FROM GROUND STATUS BEGIN DATE: 04/30/1989 INTERNAL PROTECTION DATE: REGULATORY STATUS: FULLY REGULATED TANK DESIGN SINGLE WALL: NO TANK DESIGN DOUBLE WALL: NO PIPE DESIGN SINGLE WALL: NO PIPE DESIGN DOUBLE WALL: NO TANK DETAILS MATERIAL: STEEL CORROSION PROTECTION: EXTERNAL CONTAINMENT: TANK COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: NO aw earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 215 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Leaking Petroleum Storage Tanks (LPST) CORROSION PROTECTION VARIANCE: NO VARIANCE COMPARTMENT DETAILS UST COMPARTMENT ID: 152018 TANK ID: 1 COMPARTMENT LETTER:A SUBSTANCES: GASOLINE OTHER SUBSTANCES: CAPACITY(GAL): 10000 COMPARTMENT RELEASE DETECTION: SPILL CONTAINMENT AND OVERFILL PREVENTION: PIPING SYSTEMS MATERIAL: STEEL CORROSION PROTECTION: EXTERNAL CONTAINMENT: CONNECTORS&VALVES: CORROSION PROTECTION: PIPE COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: NO CORROSION PROTECTION VARIANCE: NO VARIANCE TANK ID: 2 NUMBER OF COMPARTMENTS: 1 INSTALLATION DATE:08/31/1987 REGISTRATION DATE: 05/08/1986 TANK CAPACITY(GAL): 10000 EMPTY TANK: NOT EMPTY STATUS: REMOVED FROM GROUND STATUS BEGIN DATE: 04/30/1989 INTERNAL PROTECTION DATE: REGULATORY STATUS: FULLY REGULATED TANK DESIGN SINGLE WALL: NO TANK DESIGN DOUBLE WALL: NO PIPE DESIGN SINGLE WALL: NO PIPE DESIGN DOUBLE WALL: NO TANK DETAILS MATERIAL: STEEL CORROSION PROTECTION: EXTERNAL CONTAINMENT: TANK COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: NO CORROSION PROTECTION VARIANCE: NO VARIANCE COMPARTMENT DETAILS UST COMPARTMENT ID: 152678 TANK ID:2 COMPARTMENT LETTER:A SUBSTANCES: GASOLINE OTHER SUBSTANCES: CAPACITY(GAL): 10000 COMPARTMENT RELEASE DETECTION: SPILL CONTAINMENT AND OVERFILL PREVENTION: aw earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 216 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Leaking Petroleum Storage Tanks (LPST) PIPING SYSTEMS MATERIAL: STEEL CORROSION PROTECTION: EXTERNAL CONTAINMENT: CONNECTORS&VALVES: CORROSION PROTECTION: PIPE COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: NO CORROSION PROTECTION VARIANCE: NO VARIANCE TANK ID: 3 NUMBER OF COMPARTMENTS: 1 INSTALLATION DATE:08/31/1987 REGISTRATION DATE: 05/08/1986 TANK CAPACITY(GAL): 10000 EMPTY TANK: NOT EMPTY STATUS: REMOVED FROM GROUND STATUS BEGIN DATE: 04/30/1989 INTERNAL PROTECTION DATE: REGULATORY STATUS: FULLY REGULATED TANK DESIGN SINGLE WALL: NO TANK DESIGN DOUBLE WALL: NO PIPE DESIGN SINGLE WALL: NO PIPE DESIGN DOUBLE WALL: NO TANK DETAILS MATERIAL: STEEL CORROSION PROTECTION: EXTERNAL CONTAINMENT: TANK COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: NO CORROSION PROTECTION VARIANCE: NO VARIANCE COMPARTMENT DETAILS UST COMPARTMENT ID: 152679 TANK ID:3 COMPARTMENT LETTER:A SUBSTANCES: GASOLINE OTHER SUBSTANCES: CAPACITY(GAL): 10000 COMPARTMENT RELEASE DETECTION: SPILL CONTAINMENT AND OVERFILL PREVENTION: PIPING SYSTEMS MATERIAL: STEEL CORROSION PROTECTION: EXTERNAL CONTAINMENT: CONNECTORS&VALVES: CORROSION PROTECTION: PIPE COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: NO CORROSION PROTECTION VARIANCE: NO VARIANCE aw earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 217 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Leaking Petroleum Storage Tanks (LPST) ABOVEGROUND STORAGE TANK INFORMATION NO ABOVEGROUND STORAGE TANK DATA REPORTED FOR THIS FACILITY Back to Report LMmary uw rc www.aeo-search.com 888-396-0042 Order#169298 Job#421869 218 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Leaking Petroleum Storage Tanks (LPST) AP ID#21 Distance from Property: 0.491 mi.(2,592 ft.)WNW Elevation: 18 ft. FACILITY INFORMATION GEOSEARCH ID: 098363 LPST ID:098363 FACILITY ID: 57838 NAME: HALL OIL CO ADDRESS: 10010S PADRE ISLAND DR CORPUS CHRISTI,TX 78418 LEAKING TANK DETAILS LPST ID:098363 NAME: HALL OIL CO FACILITY LOCATION: PRIORITY CODE: 4.1 -GW IMPACTED NO APPARENT THREATS OR IMPACTS TO RECEPTORS CORRECTIVE ACTION STATUS CODE: 6A-FINAL CONCURRENCE ISSUED CORRECTIVE ACTION START DATE: DISCOVERED DATE: 03/25/1991 REPORTED DATE: 03/25/1991 ENTERED DATE: 03/26/1991 CLOSURE DATE: 01/24/2003 PRP INFORMATION NAME: ADDRESS: CORPUS CHRISTI TX 78475 CONTACT: PHONE: UNDERGROUND STORAGE TANK TANK ID: 1 NUMBER OF COMPARTMENTS: 1 INSTALLATION DATE:08/31/1987 REGISTRATION DATE: 03/21/1991 TANK CAPACITY(GAL): 8000 EMPTY TANK: NOT EMPTY STATUS: REMOVED FROM GROUND STATUS BEGIN DATE: 03/04/1991 INTERNAL PROTECTION DATE: REGULATORY STATUS: FULLY REGULATED TANK DESIGN SINGLE WALL: NO TANK DESIGN DOUBLE WALL: NO PIPE DESIGN SINGLE WALL: NO PIPE DESIGN DOUBLE WALL: NO TANK DETAILS MATERIAL: CORROSION PROTECTION: EXTERNAL CONTAINMENT: TANK COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: NO aw earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 219 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Leaking Petroleum Storage Tanks (LPST) CORROSION PROTECTION VARIANCE: NO VARIANCE COMPARTMENT DETAILS UST COMPARTMENT ID: 133886 TANK ID: 1 COMPARTMENT LETTER:A SUBSTANCES: GASOLINE OTHER SUBSTANCES: CAPACITY(GAL):8000 COMPARTMENT RELEASE DETECTION: SPILL CONTAINMENT AND OVERFILL PREVENTION: PIPING SYSTEMS MATERIAL: CORROSION PROTECTION: EXTERNAL CONTAINMENT: CONNECTORS&VALVES: CORROSION PROTECTION: PIPE COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: NO CORROSION PROTECTION VARIANCE: NO VARIANCE TANK ID: 2 NUMBER OF COMPARTMENTS: 1 INSTALLATION DATE:08/31/1987 REGISTRATION DATE: 03/21/1991 TANK CAPACITY(GAL): 8000 EMPTY TANK: NOT EMPTY STATUS: REMOVED FROM GROUND STATUS BEGIN DATE: 03/04/1991 INTERNAL PROTECTION DATE: REGULATORY STATUS: FULLY REGULATED TANK DESIGN SINGLE WALL: NO TANK DESIGN DOUBLE WALL: NO PIPE DESIGN SINGLE WALL: NO PIPE DESIGN DOUBLE WALL: NO TANK DETAILS MATERIAL: CORROSION PROTECTION: EXTERNAL CONTAINMENT: TANK COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: NO CORROSION PROTECTION VARIANCE: NO VARIANCE COMPARTMENT DETAILS UST COMPARTMENT ID: 133888 TANK ID:2 COMPARTMENT LETTER:A SUBSTANCES: GASOLINE OTHER SUBSTANCES: CAPACITY(GAL):8000 COMPARTMENT RELEASE DETECTION: SPILL CONTAINMENT AND OVERFILL PREVENTION: aw earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 220 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Leaking Petroleum Storage Tanks (LPST) PIPING SYSTEMS MATERIAL: CORROSION PROTECTION: EXTERNAL CONTAINMENT: CONNECTORS&VALVES: CORROSION PROTECTION: PIPE COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: NO CORROSION PROTECTION VARIANCE: NO VARIANCE TANK ID: 3 NUMBER OF COMPARTMENTS: 1 INSTALLATION DATE:08/31/1987 REGISTRATION DATE: 03/21/1991 TANK CAPACITY(GAL): 1000 EMPTY TANK: NOT EMPTY STATUS: REMOVED FROM GROUND STATUS BEGIN DATE: 03/04/1991 INTERNAL PROTECTION DATE: REGULATORY STATUS: FULLY REGULATED TANK DESIGN SINGLE WALL: NO TANK DESIGN DOUBLE WALL: NO PIPE DESIGN SINGLE WALL: NO PIPE DESIGN DOUBLE WALL: NO TANK DETAILS MATERIAL: CORROSION PROTECTION: EXTERNAL CONTAINMENT: TANK COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: NO CORROSION PROTECTION VARIANCE: NO VARIANCE COMPARTMENT DETAILS UST COMPARTMENT ID: 133887 TANK ID:3 COMPARTMENT LETTER:A SUBSTANCES: GASOLINE OTHER SUBSTANCES: CAPACITY(GAL): 1000 COMPARTMENT RELEASE DETECTION: SPILL CONTAINMENT AND OVERFILL PREVENTION: PIPING SYSTEMS MATERIAL: CORROSION PROTECTION: EXTERNAL CONTAINMENT: CONNECTORS&VALVES: CORROSION PROTECTION: PIPE COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: NO CORROSION PROTECTION VARIANCE: NO VARIANCE aw earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 221 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Leaking Petroleum Storage Tanks (LPST) ABOVEGROUND STORAGE TANK INFORMATION NO ABOVEGROUND STORAGE TANK DATA REPORTED FOR THIS FACILITY Back to Report LMmary uw rc www.aeo-search.com 888-396-0042 Order#169298 Job#421869 222 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Leaking Petroleum Storage Tanks (LPST) AP 11111 Distance from Property: 0.495 mi.(2,614 ft.)ESE Elevation: 3 ft. FACILITY INFORMATION GEOSEARCH ID: 113840 LPST ID: 113840 FACILITY ID: 52808 NAME: FLOUR BLUFF VOLUNTEER FIRE DEPT ADDRESS: 1201 LAGUNA SHORES RD CORPUS CHRISTI,TX 78418 LEAKING TANK DETAILS LPST ID: 113840 NAME: FLOUR BLUFF VOLUNTEER FIRE DEPT FACILITY LOCATION: PRIORITY CODE: 4.2-NO GW IMPACT NO APPARENT THREATS OR IMPACTS TO RECEPTORS CORRECTIVE ACTION STATUS CODE: 6P-FINAL PENDING WELL PLUG CORRECTIVE ACTION START DATE: DISCOVERED DATE: 10/01/1998 REPORTED DATE: 12/09/1998 ENTERED DATE: 01/04/1999 CLOSURE DATE: 02/06/2002 PRP INFORMATION NAME: ADDRESS: CORPUS CHRISTI TX 77392 CONTACT: PHONE: UNDERGROUND STORAGE TANK TANK ID: 1 NUMBER OF COMPARTMENTS: 1 INSTALLATION DATE:01/01/1970 REGISTRATION DATE: 03/13/1990 TANK CAPACITY(GAL): 1000 EMPTY TANK: NOT EMPTY STATUS: REMOVED FROM GROUND STATUS BEGIN DATE: 08/31/1998 INTERNAL PROTECTION DATE: REGULATORY STATUS: FULLY REGULATED TANK DESIGN SINGLE WALL: NO TANK DESIGN DOUBLE WALL: NO PIPE DESIGN SINGLE WALL: NO PIPE DESIGN DOUBLE WALL: NO TANK DETAILS MATERIAL: STEEL CORROSION PROTECTION: EXTERNAL CONTAINMENT: TANK COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: NO aw earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 223 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Leaking Petroleum Storage Tanks (LPST) CORROSION PROTECTION VARIANCE: NO VARIANCE COMPARTMENT DETAILS UST COMPARTMENT ID: 135230 TANK ID: 1 COMPARTMENT LETTER:A SUBSTANCES: DIESEL OTHER SUBSTANCES: CAPACITY(GAL): 1000 COMPARTMENT RELEASE DETECTION: SPILL CONTAINMENT AND OVERFILL PREVENTION: PIPING SYSTEMS MATERIAL: STEEL CORROSION PROTECTION: EXTERNAL CONTAINMENT: CONNECTORS&VALVES: CORROSION PROTECTION: PIPE COMPLIANCE FLAG CORROSION PROTECTION COMPLIANCE FLAG: NO CORROSION PROTECTION VARIANCE: NO VARIANCE ABOVEGROUND STORAGE TANK INFORMATION NO ABOVEGROUND STORAGE TANK DATA REPORTED FOR THIS FACILITY Back to Report Lmmary earthwww.aeo-search.com 888-396-0042 Order#169298 Job#421869 224 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Department of Defense Sites (DOD) AP 11111 Distance from Property: 0.618 mi.(3,263 ft.)NNE Elevation: 15 ft. GEOSEARCH ID#: 2325 I D#: 2325 NAME: NAS CORPUS CHRISTI FEDERAL LAND TYPE: NAVY AREA SIZE IN SQUARE MILES: 4.184600634 THE PERIMETER OF THE AREA IN SQUARE MILES: 9.577582885 THE NAME OF THE FEATURE AS LISTED IN THE GEOGRAPHIC NAMES INFORMATION SYSTEM(GNIS)DATABASE: NAVAL AIR STATION CORPUS CHRISTI THE GNIS IDENTIFIER FOR THE FEATURE: 2512306 THE PRIMARY OWNING OR ADMINISTERING AGENCY: DOD-FEDERAL LAND OWNED OR ADMINISTERED BY THE DEPARTMENT OF DEFENSE Back to Report Lmmary ju earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 225 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Resource Conservation & Recovery Act- Corrective Action Facilities RCRA C AP 11111 Distance from Property: 0.618 mi.(3,263 ft.)NNE Elevation: 15 ft. FACILITY INFORMATION EPA ID#: TX7170022787 OWNER TYPE: PRIVATE NAME: NAVAL AIR STATION CORPUS CHRISTI OWNER NAME: US DEPARTMENT OF THE NAVY ADDRESS: 8851 OCEAN DR OPERATOR TYPE: PRIVATE CORPUS CHRISTI,TX 78419-5202 OPERATOR NAME: US DEPARTMENT OF THE NAVY CONTACT NAME: JOHN PHILLIPS CONTACT ADDRESS: 11001 D ST STE 143 CORPUS CHRISTI TX 78419-5020 CONTACT PHONE: 361-961-3760 NON-NOTIFIER: DATE RECEIVED BY AGENCY: 11/18/2020 CERTIFICATION CERTIFICATION NAME: CERTIFICATION TITLE: CERTIFICATION SIGNED DATE: REYNALDO ALEMAN AUTHORIZED COMPANY AGENT 03/01/2010 REYNALDO ALEMAN AUTHORIZED COMPANY AGENT 03/01/2012 REYNALDO ALEMAN AUTHORIZED COMPANY AGENT 03/01/2014 CAROLYN VIDRINE AUTHORIZED COMPANY AGENT 03/01/2016 ADRIENNE WOJTASZ AUTHORIZED COMPANY AGENT 03/01/2018 JOHN PHILLIPS AUTHORIZED COMPANY AGENT 03/01/2020 REYNALDO ALEMAN ENV PROTECTION SPECIALIST 10/05/2010 REYNALDO ALEMAN ENV PROTECTION SPECIALIST 03/08/2011 REYNALDO ALEMAN ENV PROTECTION SPECIALIST 05/09/2011 REYNALDO ALEMAN ENV PROTECTION SPECIALIST 07/26/2011 REYNALDO ALEMAN ENV PROTECTION SPECIALIST 02/21/2013 REYNALDO ALEMAN ENV PROTECTION SPECIALIST 04/25/2013 REYNALDO ALEMAN ENV PROTECTION SPECIALIST 05/09/2013 REYNALDO ALEMAN ENV PROTECTION SPECIALIST 02/11/2014 REYNALDO ALEMAN ENV PROTECTION SPECIALIST 08/21/2014 CAROLYN VIDRINE ENVIRONMENTAL ENGINEER 08/24/2016 CAROLYN VIDRINE ENVIRONMENTAL ENGINEER 02/22/2017 CAROLYN VIDRINE ENVIRONMENTAL ENGINEER 03/15/2017 CAROLYN VIDRINE ENVIRONMENTAL ENGINEER 06/26/2017 ADRIENNE WOJTASZ ENVIRONMENTAL SCIENTIST 04/02/2018 ADRIENNE WOJTASZ ENVIRONMENTAL SCIENTIST 11/05/2018 ADRIENNE WOJTASZ ENVIRONMENTAL SCIENTIST 03/19/2019 ADRIENNE WOJTASZ ENVIRONMENTAL SCIENTIST 04/17/2019 ADRIENNE WOJTASZ ENVIRONMENTAL SCIENTIST 09/19/2019 ADRIENNE WOJTASZ ENVIRONMENTAL SCIENTIST 12/09/2019 JOHN PHILLIPS ENVIRONMENTAL PROTECTION SPECIALIST 11/07/2019 JOHN PHILLIPS ENVIRONMENTAL PROTECTION SPECIALIST 02/18/2020 JOHN PHILLIPS ENVIRONMENTAL PROTECTION SPECIALIST 02/26/2020 JOHN PHILLIPS ENVIRONMENTAL PROTECTION SPECIALIST 04/23/2020 JOHN PHILLIPS ENVIRONMENTAL PROTECTION SPECIALIST 11/18/2020 aw earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 226 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Resource Conservation & Recovery Act- Corrective Action Facilities RCRA C REYNALDO ALEMAN AUTHORIZEDAGENT 03/01/2008 TERRY S BOONE ENV DIV DIRECTO 02/21/1992 IRENE BLACKLEDGE ENV SPEC 01/26/1994 BEVERLY BURCHARD AUTHORIZED AGNT 01/25/1998 BEVERLY BURCHARD AUTHORIZED COMP 01/25/2000 RACHEL HINOJOSA AUTHORIZEDAGENT 03/01/2002 RACHEL HINOJOSA AUTHORIZEDAGENT 03/01/2004 REYNALDO ALEMAN AUTHORIZEDAGENT 03/01/2006 RACHEL HINOJOSA UNKNOWN 03/02/2005 RACHEL HINOJOSA UNKNOWN 08/24/2005 RACHEL HINOJOSA UNKNOWN 10/26/2005 RACHEL HINOJOSA UNKNOWN 11/29/2005 REYNALDO ALEMAN UNKNOWN 12/06/2005 REYNALDO ALEMAN UNKNOWN 04/07/2006 REYNALDO ALEMAN UNKNOWN 04/11/2006 REYNALDO ALEMAN UNKNOWN 06/06/2006 REYNALDO ALEMAN UNKNOWN 07/25/2006 REYNALDO ALEMAN UNKNOWN 08/22/2006 REYNALDO ALEMAN UNKNOWN 09/05/2006 REYNALDO ALEMAN UNKNOWN 10/31/2006 REYNALDO ALEMAN ENVIRONMENTAL S 02/13/2007 REYNALDO ALEMAN ENVIRONMENTAL S 02/27/2007 REYNALDO ALEMAN ENVIRONMENTAL S 03/13/2007 REYNALDO ALEMAN ENVIRONMENTAL S 04/17/2007 REYNALDO ALEMAN ENVIRONMENTAL S 05/08/2007 REYNALDO ALEMAN ENVIRONMENTAL S 06/19/2007 REYNALDO ALEMAN ENVIRONMENTAL S 08/14/2007 REYNALDO ALEMAN ENVIRONMENTAL S 10/23/2007 REYNALDO ALEMAN ENVIRONMENTAL S 11/12/2007 REYNALDO ALEMAN ENVIRONMENTAL S 11/13/2007 REYNALDO RILEY LATTIMORE ENVIRONMENTAL S 01/22/2008 REYNALDO RILEY LATTIMORE ENVIRONMENTAL S 04/29/2008 REYNALDO RILEY LATTIMORE ENVIRONMENTAL S 08/05/2008 REYNALDO RILEY LATTIMORE ENVIRONMENTAL S 08/22/2008 REYNALDO RILEY LATTIMORE ENVIRONMENTAL S 02/03/2009 REYNALDO RILEY LATTIMORE ENVIRONMENTAL S 03/10/2009 REYNALDO RILEY LATTIMORE ENVIRONMENTAL S 04/07/2009 REYNALDO RILEY LATTIMORE ENVIRONMENTAL S 06/30/2009 REYNALDO RILEY LATTIMORE ENVIRONMENTAL S 02/16/2010 REYNALDO ALEMAN ENVIRONMENTAL S 04/26/2010 REYNALDO ALEMAN ENVIRONMENTAL S 06/01/2010 REYNALDO ALEMAN ENVIRONMENTAL S 07/27/2010 REYNALDO ALEMAN UNKNOWN 09/14/2010 REYNALDO ALEMAN ENV MGR 04/02/2012 REYNALDO ALEMAN ENV MGR 06/20/2012 aw earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 227 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Resource Conservation & Recovery Act- Corrective Action Facilities RCRA C REYNALDO ALEMAN ENV MGR 10/19/2012 INDUSTRY CLASSIFICATION(NAICS) 22132-SEWAGE TREATMENT FACILITIES 332813-ELECTROPLATING,PLATING,POLISHING,ANODIZING,AND COLORING 336411 -AIRCRAFT MANUFACTURING 336412-AIRCRAFT ENGINE AND ENGINE PARTS MANUFACTURING 336413-OTHER AIRCRAFT PARTS AND AUXILIARY EQUIPMENT MANUFACTURING 56121 -FACILITIES SUPPORT SERVICES 621511 -MEDICAL LABORATORIES 811118-OTHER AUTOMOTIVE MECHANICAL AND ELECTRICAL REPAIR AND MAINTENANCE 811198-ALL OTHER AUTOMOTIVE REPAIR AND MAINTENANCE 92811 -NATIONAL SECURITY 928110-NATIONAL SECURITY CURRENT ACTIVITY INFORMATION GENERATOR STATUS: LARGE QUANTITY GENERATOR LAST UPDATED DATE: 11/24/2020 SUBJECT TO CORRECTIVE ACTION UNIVERSE:YES TDSFs POTENTIALLY SUBJECT TO CORRECTIVE ACTION UNDER 3004(u)/(v)UNIVERSE:NO TDSFs ONLY SUBJECT TO CORRECTIVE ACTION UNDER DISCRETIONARY AUTHORITIES UNIVERSE:YES NON TSDFs WHERE RCRA CORRECTIVE ACTION HAS BEEN IMPOSED UNIVERSE:NO CORRECTIVE ACTION WORKLOAD UNIVERSE:YES IMPORTER: NO UNDERGROUND INJECTION:NO MIXED WASTE GENERATOR: NOT REPORTED UNIVERSAL WASTE DESTINATION FACILITY:NO RECYCLER: NO TRANSFER FACILITY:NO TRANSPORTER: NO USED OIL FUEL BURNER:NO ONSITE BURNER EXEMPTION: NO USED OIL PROCESSOR:NO FURNACE EXEMPTION: NO USED OIL FUEL MARKETER TO BURNER:NO USED OIL REFINER: NO SPECIFICATION USED OIL MARKETER:NO USED OIL TRANSFER FACILITY: NO USED OIL TRANSPORTER:NO COMPLIANCE,MONITORING AND ENFORCEMENT INFORMATION EVALUATIONS 01/22/2020 CEI COMPLIANCE EVALUATION INSPECTION ON-SITE 01/26/2016 CEI COMPLIANCE EVALUATION INSPECTION ON-SITE 01/29/1997 FCI FOCUSED COMPLIANCE INSPECTION 01/30/1991 CEI COMPLIANCE EVALUATION INSPECTION ON-SITE 01/30/2003 CEI COMPLIANCE EVALUATION INSPECTION ON-SITE 01/30/2017 CEI COMPLIANCE EVALUATION INSPECTION ON-SITE 02/04/1994 FCI FOCUSED COMPLIANCE INSPECTION 02/05/1996 CEI COMPLIANCE EVALUATION INSPECTION ON-SITE 02/07/2019 CEI COMPLIANCE EVALUATION INSPECTION ON-SITE 02/09/1990 GME GROUNDWATER MONITORING EVALUATION 02/10/2017 NRR NON-FINANCIAL RECORD REVIEW 02/17/1992 CEI COMPLIANCE EVALUATION INSPECTION ON-SITE 02/19/2014 CEI COMPLIANCE EVALUATION INSPECTION ON-SITE 03/05/2013 CEI COMPLIANCE EVALUATION INSPECTION ON-SITE aw earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 228 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Resource Conservation & Recovery Act- Corrective Action Facilities RCRA C 03/15/2000 CEI COMPLIANCE EVALUATION INSPECTION ON-SITE 03/15/2001 CEI COMPLIANCE EVALUATION INSPECTION ON-SITE 03/26/2009 CEI COMPLIANCE EVALUATION INSPECTION ON-SITE 04/05/1994 CEI COMPLIANCE EVALUATION INSPECTION ON-SITE 04/22/1994 FCI FOCUSED COMPLIANCE INSPECTION 04/22/1994 NRR NON-FINANCIAL RECORD REVIEW 04/28/1995 CEI COMPLIANCE EVALUATION INSPECTION ON-SITE 05/02/2012 CEI COMPLIANCE EVALUATION INSPECTION ON-SITE 05/11/2006 CEI COMPLIANCE EVALUATION INSPECTION ON-SITE 05/13/2016 FCI FOCUSED COMPLIANCE INSPECTION 05/21/2018 CEI COMPLIANCE EVALUATION INSPECTION ON-SITE 05/24/1989 CEI COMPLIANCE EVALUATION INSPECTION ON-SITE 05/24/2000 NRR NON-FINANCIAL RECORD REVIEW 06/11/1993 CEI COMPLIANCE EVALUATION INSPECTION ON-SITE 06/11/2002 CEI COMPLIANCE EVALUATION INSPECTION ON-SITE 06/15/1998 CEI COMPLIANCE EVALUATION INSPECTION ON-SITE 06/23/1993 OAM OPERATION AND MAINTENANCE INSPECTION 06/23/2003 CEI COMPLIANCE EVALUATION INSPECTION ON-SITE 06/30/1987 NRR NON-FINANCIAL RECORD REVIEW 06/30/2004 CEI COMPLIANCE EVALUATION INSPECTION ON-SITE 07/06/1994 NRR NON-FINANCIAL RECORD REVIEW 07/14/1997 CEI COMPLIANCE EVALUATION INSPECTION ON-SITE 07/19/1984 CEI COMPLIANCE EVALUATION INSPECTION ON-SITE 07/19/2011 CEI COMPLIANCE EVALUATION INSPECTION ON-SITE 07/20/1995 NRR NON-FINANCIAL RECORD REVIEW 07/20/2010 CEI COMPLIANCE EVALUATION INSPECTION ON-SITE 07/25/1997 NRR NON-FINANCIAL RECORD REVIEW 08/03/2015 CEI COMPLIANCE EVALUATION INSPECTION ON-SITE 08/16/2011 NRR NON-FINANCIAL RECORD REVIEW 08/21/2009 NRR NON-FINANCIAL RECORD REVIEW 08/23/2003 CEI COMPLIANCE EVALUATION INSPECTION ON-SITE 09/08/1992 NRR NON-FINANCIAL RECORD REVIEW 09/08/1993 NRR NON-FINANCIAL RECORD REVIEW 09/16/1991 NRR NON-FINANCIAL RECORD REVIEW 09/19/2016 NRR NON-FINANCIAL RECORD REVIEW 10/06/2014 NRR NON-FINANCIAL RECORD REVIEW 10/15/2007 CEI COMPLIANCE EVALUATION INSPECTION ON-SITE 11/13/2009 NRR NON-FINANCIAL RECORD REVIEW 11/26/1996 CEI COMPLIANCE EVALUATION INSPECTION ON-SITE 12/02/1987 CEI COMPLIANCE EVALUATION INSPECTION ON-SITE 12/03/1986 CEI COMPLIANCE EVALUATION INSPECTION ON-SITE 12/04/1987 CEI COMPLIANCE EVALUATION INSPECTION ON-SITE 12/10/1985 CEI COMPLIANCE EVALUATION INSPECTION ON-SITE 12/14/1989 CEI COMPLIANCE EVALUATION INSPECTION ON-SITE VIOLATIONS aw earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 229 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Resource Conservation & Recovery Act- Corrective Action Facilities RCRA C 01/22/2020 XXS STATE STATUTE OR REGULATION 01/26/2016 262.0 GENERATORS-PRE-TRANSPORT 01/26/2016 264.0 TSD-PREPAREDNESS AND PREVENTION 01/26/2016 264.1) TSD-CONTINGENCY PLAN AND EMERGENCY PROCEDURES 01/26/2016 264.1 TSD-CONTAINER USE AND MANAGEMENT 01/26/2016 265.1) TSD IS-CONTINGENCY PLAN AND EMERGENCY PROCEDURES 01/26/2016 265.1 TSD IS-CONTAINER USE AND MANAGEMENT 01/26/2016 265.J TSD IS-TANK SYSTEM STANDARDS 01/26/2016 XXS STATE STATUTE OR REGULATION 01/30/1991 264.A TSD-GENERAL 01/30/2017 262.0 GENERATORS-PRE-TRANSPORT 01/30/2017 265.1) TSD IS-CONTINGENCY PLAN AND EMERGENCY PROCEDURES 02/02/2017 XXS STATE STATUTE OR REGULATION 02/05/1996 270.0 PERMITS-CONDITIONS 02/09/1990 265.F TSD IS-GROUND-WATER MONITORING 02/17/1992 262.A GENERATORS-GENERAL 02/17/1992 265.F TSD IS-GROUND-WATER MONITORING 02/17/1992 XXS STATE STATUTE OR REGULATION 02/19/2014 262.0 GENERATORS-PRE-TRANSPORT 02/19/2014 265.1 TSD IS-CONTAINER USE AND MANAGEMENT 02/19/2014 265.J TSD IS-TANK SYSTEM STANDARDS 02/19/2014 273.8 UNIVERSAL WASTE-SMALL QUANTITY HANDLERS 02/19/2014 279.0 USED OIL-GENERATORS 02/19/2014 XXS STATE STATUTE OR REGULATION 02/21/2014 XXS STATE STATUTE OR REGULATION 03/15/2000 262.A GENERATORS-GENERAL 03/15/2000 270.0 PERMITS-CONDITIONS 03/15/2001 262.A GENERATORS-GENERAL 03/15/2004 262.A GENERATORS-GENERAL 03/26/2009 264.0 TSD-PREPAREDNESS AND PREVENTION 03/26/2009 264.1) TSD-CONTINGENCY PLAN AND EMERGENCY PROCEDURES 03/26/2009 XXS STATE STATUTE OR REGULATION 04/05/1994 262.A GENERATORS-GENERAL 04/05/1994 270.0 PERMITS-CONDITIONS 04/28/1995 262.A GENERATORS-GENERAL 04/28/1995 265.F TSD IS-GROUND-WATER MONITORING 04/28/1995 270.0 PERMITS-CONDITIONS 04/28/1995 XXS STATE STATUTE OR REGULATION 05/02/2012 262.A GENERATORS-GENERAL 05/02/2012 262.8 GENERATORS-MANIFEST 05/02/2012 262.0 GENERATORS-PRE-TRANSPORT 05/02/2012 265.1) TSD IS-CONTINGENCY PLAN AND EMERGENCY PROCEDURES 05/02/2012 279.0 USED OIL-GENERATORS 05/02/2012 XXS STATE STATUTE OR REGULATION 05/23/2004 262.A GENERATORS-GENERAL aw earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 230 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Resource Conservation & Recovery Act- Corrective Action Facilities RCRA C 05/24/1989 264.A TSD-GENERAL 05/24/1989 265.F TSD IS-GROUND-WATER MONITORING 06/11/1993 264.A TSD-GENERAL 06/11/1993 265.F TSD IS-GROUND-WATER MONITORING 06/11/2002 262.A GENERATORS-GENERAL 06/11/2002 265.1) TSD IS-CONTINGENCY PLAN AND EMERGENCY PROCEDURES 06/11/2002 268.A LDR-GENERAL 06/11/2002 270.0 PERMITS-CONDITIONS 06/11/2002 XXS STATE STATUTE OR REGULATION 06/12/2002 265.J TSD IS-TANK SYSTEM STANDARDS 06/12/2002 XXS STATE STATUTE OR REGULATION 06/13/2002 268.A LDR-GENERAL 06/23/1993 265.F TSD IS-GROUND-WATER MONITORING 06/23/2003 265.1) TSD IS-CONTINGENCY PLAN AND EMERGENCY PROCEDURES 06/23/2003 265.J TSD IS-TANK SYSTEM STANDARDS 06/23/2003 273.8 UNIVERSAL WASTE-SMALL QUANTITY HANDLERS 06/23/2003 XXS STATE STATUTE OR REGULATION 06/25/2003 279.0 USED OIL-GENERATORS 06/30/1987 XXS STATE STATUTE OR REGULATION 06/30/2003 264.8 TSD-GENERAL FACILITY STANDARDS 06/30/2004 262.0 GENERATORS-PRE-TRANSPORT 06/30/2004 264.8 TSD-GENERAL FACILITY STANDARDS 06/30/2004 265.1) TSD IS-CONTINGENCY PLAN AND EMERGENCY PROCEDURES 06/30/2004 265.J TSD IS-TANK SYSTEM STANDARDS 06/30/2004 XXS STATE STATUTE OR REGULATION 07/19/1984 264.A TSD-GENERAL 07/19/1984 264.G TSD-CLOSURE/POST-CLOSURE 07/19/2011 264.8 TSD-GENERAL FACILITY STANDARDS 07/19/2011 XXS STATE STATUTE OR REGULATION 07/20/2010 264.E TSD-MANIFEST/RECORDS/REPORTING 07/20/2010 270.A PERMITS-GENERAL INFORMATION 07/20/2010 XXS STATE STATUTE OR REGULATION 08/23/2003 262.A GENERATORS-GENERAL 08/23/2003 270.0 PERMITS-CONDITIONS 11/13/2009 XXS STATE STATUTE OR REGULATION 11/26/1996 264.A TSD-GENERAL 12/02/1987 264.A TSD-GENERAL 12/02/1987 XXS STATE STATUTE OR REGULATION 12/03/1986 264.G TSD-CLOSURE/POST-CLOSURE 12/03/1986 265.F TSD IS-GROUND-WATER MONITORING 12/03/1986 XXS STATE STATUTE OR REGULATION 12/10/1985 265.F TSD IS-GROUND-WATER MONITORING 12/14/1989 268.A LDR-GENERAL ENFORCEMENTS 01/11/1990 120 WRITTEN INFORMAL aw earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 231 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Resource Conservation & Recovery Act- Corrective Action Facilities RCRA C 02/05/1996 120 WRITTEN INFORMAL 02/22/1991 120 WRITTEN INFORMAL 02/25/2014 110 VERBAL INFORMAL 02/26/2020 110 VERBAL INFORMAL 03/06/2001 110 VERBAL INFORMAL 03/10/1987 120 WRITTEN INFORMAL 03/14/2017 140 LETTER OF INTENT TO INITIATE ENFORCEMENT ACTION 03/15/2000 110 VERBAL INFORMAL 03/15/2001 110 VERBAL INFORMAL 03/17/2000 110 VERBAL INFORMAL 03/20/2000 110 VERBAL INFORMAL 03/26/1992 120 WRITTEN INFORMAL 03/27/2018 310 FINAL 3008(A)COMPLIANCE ORDER 03/30/1994 110 VERBAL INFORMAL 04/03/2017 141 REFERRAL TO ESC ENFORCEMENT SCREEN COMM. 04/07/2000 120 WRITTEN INFORMAL 04/09/2014 120 WRITTEN INFORMAL 04/26/2017 210 INITIAL 3008(A)COMPLIANCE 04/27/1995 110 VERBAL INFORMAL 05/04/1994 120 WRITTEN INFORMAL 05/12/1995 120 WRITTEN INFORMAL 05/29/2009 120 WRITTEN INFORMAL 06/11/1993 110 VERBAL INFORMAL 06/12/2002 110 VERBAL INFORMAL 06/13/2002 110 VERBAL INFORMAL 06/20/2011 310 FINAL 3008(A)COMPLIANCE ORDER 06/20/2012 120 WRITTEN INFORMAL 06/21/1990 120 WRITTEN INFORMAL 06/23/1989 120 WRITTEN INFORMAL 06/30/1987 110 VERBAL INFORMAL 06/30/1993 120 WRITTEN INFORMAL 07/07/1999 110 VERBAL INFORMAL 07/12/2004 110 VERBAL INFORMAL 07/20/2016 120 WRITTEN INFORMAL 08/11/2003 110 VERBAL INFORMAL 08/16/1984 120 WRITTEN INFORMAL 08/26/2011 110 VERBAL INFORMAL 08/31/2010 140 LETTER OF INTENT TO INITIATE ENFORCEMENT ACTION 09/23/2010 141 09/23/2010 141 REFERRAL TO ESC ENFORCEMENT SCREEN COMM. 10/13/1993 120 WRITTEN INFORMAL 11/15/2010 126 WARNING LETTER 11/15/2010 210 INITIAL 3008(A)COMPLIANCE 11/26/1996 110 VERBAL INFORMAL 12/03/1986 120 WRITTEN INFORMAL earthwww.aeo-search.com 888-396-0042 Order#169298 Job#421869 232 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Resource Conservation & Recovery Act- Corrective Action Facilities RCRA C 12/10/1985 120 WRITTEN INFORMAL 12/30/1987 120 WRITTEN INFORMAL HAZARDOUS WASTE D000 D001 IGNITABLE WASTE D002 CORROSIVE WASTE D003 REACTIVE WASTE D004 ARSENIC D005 BARIUM D006 CADMIUM D007 CHROMIUM D008 LEAD D009 MERCURY D010 SELENIUM D011 SILVER D017 2,4,5-TP SILVEX(2,4,5-TRICHLOROPHENOXYPROPIONIC ACID) D018 BENZENE D019 CARBON TETRACHLORIDE D020 CHLORDANE D021 CHLOROBENZENE D022 CHLOROFORM D023 O-CRESOL D024 M-CRESOL D025 P-CRESOL D026 CRESOL D027 1,4-DICHLOROBENZENE D028 1,2-D I C H LO RO E THAN E D029 1,1-DICHLOROETHYLENE D030 2,4-DINITROTOLUENE D031 HEPTACHLOR(AND ITS EPDXIDE) D032 HEXACHLOROBENZENE D033 HEXACHLOROBUTADIENE D034 HEXACHLOROETHANE D035 METHYL ETHYL KETONE D036 NITROBENZENE D037 PENTACHLOROPHENOL D038 PYRIDINE D039 TETRACHLOROETHYLENE D040 TRICHLORETHYLENE D041 2,4,5-TRICHLOROPHENOL D042 2,4,6-TRICHLOROPHENOL D043 VINYL CHLORIDE aw earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 233 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Resource Conservation & Recovery Act- Corrective Action Facilities RCRA C F001 THE FOLLOWING SPENT HALOGENATED SOLVENTS USED IN DEGREASING: TETRACHLOROETHYLENE,TRICHLORETHYLENE,METHYLENE CHLORIDE, 1,1,1-TRICHLOROETHANE,CARBON TETRACHLORIDE ANDCHLORINATED FLUOROCARBONS;ALL SPENT SOLVENT MIXTURES/BLENDS USED IN DEGREASING CONTAINING,BEFORE USE,A TOTAL OF TEN PERCENT OR MORE(BY VOLUME)OF ONE OR MORE OF THE ABOVE HALOGENATED SOLVENTS OR THOSE SOLVENTS LISTED IN F002,F004,AND F005;AND STILL BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND SPENT SOLVENT MIXTURES. F002 THE FOLLOWING SPENT HALOGENATED SOLVENTS:TETRACHLOROETHYLENE, METHYLENE CHLORIDE,TRICHLOROETHYLENE, 1,1,1-TRICHLOROETHANE,CHLOROBENZENE, 1,1,2-TRICHLORO-1,2,2- TRIFLUOROETHANE,ORTHO-DICHLOROBENZENE,TRICHLOROFLUOROMETHANE,AND 1,1,2, TRICHLOROETHANE;ALL SPENT SOLVENT MIXTURES/BLENDS CONTAINING,BEFORE USE,A TOTAL OF TEN PERCENT OR MORE(BY VOLUME)OF ONE OR MORE OF THE ABOVE HALOGENATED SOLVENTS OR THOSE SOLVENTS LISTED IN F001,F004,AND F005;AND STILL BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND SPENT SOLVENT MIXTURES. F003 THE FOLLOWING SPENT NON-HALOGENATED SOLVENTS:XYLENE,ACETONE, ETHYL ACETATE, ETHYL BENZENE, ETHYL ETHER, METHYL ISOBUTYL KETONE,N-BUTYL ALCOHOL,CYCLOHEXANONE,AND METHANOL; ALL SPENT SOLVENT MIXTURES/BLENDS CONTAINING,BEFORE USE,ONLY THE ABOVE SPENT NONHALOGENATED SOLVENTS;AND ALL SPENT SOLVENT MIXTURES/BLENDS CONTAINING,BEFORE USE,ONE OR MORE OF THE ABOVE NONHALOGENATED SOLVENTS,AND A TOTAL OF TEN PERCENT OR MORE(BY VOLUME)OF ONE OR MORE OF THOSE SOLVENTS LISTED IN F001,F002,F004,AND F005;AND STILL BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND SPENT SOLVENT MIXTURES. F004 THE FOLLOWING SPENT NONHALOGENATED SOLVENTS:CRESOLS,CRESYLIC ACID,AND NITROBENZENE;AND THE STILL BOTTOMS FROM THE RECOVERY OF THESE SOLVENTS;ALL SPENT SOLVENT MIXTURES/BLENDS CONTAINING,BEFORE USE,A TOTAL OF TEN PERCENT OR MORE(BY VOLUME)OF ONE OR MORE OF THE ABOVE NONHALOGENATED SOLVENTS OR THOSE SOLVENTS LISTED IN F001,F002,AND F005;AND STILL BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND SPENT SOLVENT MIXTURES. F005 THE FOLLOWING SPENT NONHALOGENATED SOLVENTS:TOLUENE, METHYL ETHYL KETONE,CARBON DISULFIDE,ISOBUTANOL,PYRIDINE,BENZENE,2-ETHOXYETHANOL,AND 2-NITROPROPANE;ALL SPENT SOLVENT MIXTURES/BLENDS CONTAINING,BEFORE USE,A TOTAL OF TEN PERCENT OR MORE(BY VOLUME)OF ONE OR MORE OF THE ABOVE NONHALOGENATED SOLVENTS OR THOSE SOLVENTS LISTED IN F001,F002,OR F004;AND STILL BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND SPENT SOLVENT MIXTURES. F006 WASTEWATER TREATMENT SLUDGES FROM ELECTROPLATING OPERATIONS EXCEPT FROM THE FOLLOWING PROCESSES: (1)SULFURIC ACID ANODIZING OF ALUMINUM;(2)TIN PLATING ON CARBON STEEL;(3)ZINC PLATING(SEGREGATED BASIS)ON CARBON STEEL;(4)ALUMINUM OR ZINC-ALUMINUM PLATING ON CARBON STEEL; (5)CLEANING/STRIPPING ASSOCIATED WITH TIN,ZINC,AND ALUMINUM PLATING ON CARBON STEEL; AND(6)CHEMICAL ETCHING AND MILLING OF ALUMINUM. F007 SPENT CYANIDE PLATING BATH SOLUTIONS FROM ELECTROPLATING OPERATIONS. F008 PLATING BATH RESIDUES FROM THE BOTTOM OF PLATING BATHS FROM ELECTROPLATING OPERATIONS IN WHICH CYANIDES ARE USED IN THE PROCESS. F009 SPENT STRIPPING AND CLEANING BATH SOLUTIONS FROM ELECTROPLATING OPERATIONS IN WHICH CYANIDES ARE USED IN THE PROCESS. F010 QUENCHING BATH RESIDUES FROM OIL BATHS FROM METAL HEAT TREATING OPERATIONS IN WHICH CYANIDES ARE USED IN THE PROCESS. F011 SPENT CYANIDE SOLUTIONS FROM SLAT BATH POT CLEANING FROM METAL HEAT TREATING OPERATIONS. F017 F019 WASTEWATER TREATMENT SLUDGES FROM THE CHEMICAL CONVERSION COATING OF ALUMINUM EXCEPT FROM ZIRCONIUM PHOSPHATING IN ALUMINUM CAN WASHING WHEN SUCH PHOSPHATING IS AN EXCLUSIVE CONVERSION COATING PROCESS. F027 DISCARDED UNUSED FORMULATIONS CONTAINING TRI-,TETRA-,OR PENTACHLOROPHENOL OR DISCARDED UNUSED FORMULATIONS CONTAINING COMPOUNDS DERIVED FROM THESE CHLOROPHENOLS.(THIS LISTING DOES NOT INCLUDE FORMULATIONS CONTAINING HEXACHLOROPHENE SYNTHESIZED FROM PREPURIFIED 2,4,5- TRICHLOROPHENOL AS THE SOLE COMPONENT.) P001 2H-1-BENZOPYRAN-2-ONE,4-HYDROXY-3-(3-OXO-1-PHENYLBUTYL)-,&SALTS,WHEN PRESENT AT CONCENTRATIONS GREATER THAN 0.3% P001 WARFARIN,&SALTS,WHEN PRESENT AT CONCENTRATIONS GREATER THAN 0.3% P008 4-AMINOPYRIDINE P008 4-PYRIDINAMINE P021 CALCIUM CYANIDE aw earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 234 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Resource Conservation & Recovery Act- Corrective Action Facilities RCRA C P021 CALCIUM CYANIDE CA(CN)2 P022 CARBON DISULFIDE P029 COPPER CYANIDE P029 COPPER CYANIDE CU(CN) P030 CYANIDES(SOLUBLE CYANIDE SALTS),NOT OTHERWISE SPECIFIED P098 POTASSIUM CYANIDE P098 POTASSIUM CYANIDE K(CN) P105 SODIUMAZIDE P106 SODIUM CYANIDE P106 SODIUM CYANIDE NA(CN) 0002 2-PROPANONE(1) 0002 ACETONE(I) U012 ANILINE(I,T) U012 BENZENAMINE(I,T) U019 BENZENE(I,T) U041 EPICHLOROHYDRIN U041 OXIRANE,(CHLOROMETHYL)- U044 CHLOROFORM U044 METHANE,TRICHLORO- U052 CRESOL(CRESYLIC ACID) U052 PHENOL,METHYL- U055 BENZENE,(1-METHYL ETHYL)-(1) U055 CUMENE(1) U072 BENZENE, 1,4-DICHLORO- U072 P-DICHLOROBENZENE U077 ETHANE, 1,2-DICHLORO- U077 ETHYLENE DICHLORIDE U080 METHANE,DICHLORO- U080 METHYLENE CHLORIDE U112 ACETIC ACID,ETHYL ESTER(1) U112 ETHYL ACETATE(1) U117 ETHANE, 1,1'-OXYBIS-(I) U117 ETHYL ETHER(1) U122 FORMALDEHYDE U123 FORMIC ACID(C,T) U140 1-PROPANOL,2-METHYL-(I,T) U140 ISOBUTYL ALCOHOL(I,T) U151 MERCURY U154 METHANOL(1) U154 METHYL ALCOHOL(1) U159 2-BUTANONE(I,T) U159 METHYL ETHYL KETONE(MEK)(I,T) U162 2-PROPENOIC ACID,2-METHYL-,METHYL ESTER(I,T) U162 METHYL METHACRYLATE(I,T) U188 PHENOL aw earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 235 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Resource Conservation & Recovery Act- Corrective Action Facilities RCRA C U196 PYRIDINE U201 1,3-BENZENEDIOL U201 RESORCINOL U210 ETHENE,TETRACHLORO- U211 CARBON TETRACHLORIDE U211 METHANE,TETRACHLORO- U213 FURAN,TETRAHYDRO-(I) U213 TETRAHYDROFURAN(I) U220 BENZENE, METHYL- U220 TOLUENE U226 ETHANE, 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CORRECTIVE ACTION EVENT earthwww.aeo-search.com 888-396-0042 Order#169298 Job#421869 236 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Resource Conservation & Recovery Act- Corrective Action Facilities RCRA C CA EVENT CODE: CA110 EVENT DESCRIPTION: INVESTIGATION WORKPLAN RECEIVED EVENT SEQUENCE NUMBER: 7 EVENT RESPONSIBLE AGENCY: STATE ACTUAL DATE OF EVENT: 02/21/2018 ORIGINAL SCHEDULE DATE OF EVENT: NEW SCHEDULE DATE OF EVENT: ----------------------- CA EVENT CODE: CA300 EVENT DESCRIPTION: CMS WORKPLAN APPROVED EVENT SEQUENCE NUMBER: 1 EVENT RESPONSIBLE AGENCY: STATE ACTUAL DATE OF EVENT: 05/08/2017 ORIGINAL SCHEDULE DATE OF EVENT: NEW SCHEDULE DATE OF EVENT: ----------------------- CA EVENT CODE: CA400 EVENT DESCRIPTION: REMEDY DECISION EVENT SEQUENCE NUMBER: 1 EVENT RESPONSIBLE AGENCY: STATE ACTUAL DATE OF EVENT: 08/19/2016 ORIGINAL SCHEDULE DATE OF EVENT: NEW SCHEDULE DATE OF EVENT: ----------------------- CA EVENT CODE: CA550RC EVENT DESCRIPTION: REMEDY CONSTRUCTION-REMEDY CONSTRUCTED EVENT SEQUENCE NUMBER: 2 EVENT RESPONSIBLE AGENCY: STATE ACTUAL DATE OF EVENT: 08/19/2016 ORIGINAL SCHEDULE DATE OF EVENT: NEW SCHEDULE DATE OF EVENT: ----------------------- CA EVENT CODE: CA750YE EVENT DESCRIPTION: RELEASE TO GW CONTROLLED DETERMINATION-YES,APPLICABLE AS OF THIS DATE EVENT SEQUENCE NUMBER: 1 EVENT RESPONSIBLE AGENCY: STATE ACTUAL DATE OF EVENT: 01/23/2014 ORIGINAL SCHEDULE DATE OF EVENT: NEW SCHEDULE DATE OF EVENT: ----------------------- CA EVENT CODE: CA725YE EVENT DESCRIPTION: HUMAN EXPOSURES CONTROLLED DETERMINATION-YES,APPLICABLE AS OF THIS DATE aw earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 237 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Resource Conservation & Recovery Act- Corrective Action Facilities RCRA C EVENT SEQUENCE NUMBER: 1 EVENT RESPONSIBLE AGENCY: STATE ACTUAL DATE OF EVENT: 09/16/2011 ORIGINAL SCHEDULE DATE OF EVENT: NEW SCHEDULE DATE OF EVENT: ----------------------- CA EVENT CODE: CA550RC EVENT DESCRIPTION: REMEDY CONSTRUCTION-REMEDY CONSTRUCTED EVENT SEQUENCE NUMBER: 1 EVENT RESPONSIBLE AGENCY: STATE ACTUAL DATE OF EVENT: 05/09/2011 ORIGINAL SCHEDULE DATE OF EVENT: NEW SCHEDULE DATE OF EVENT: ----------------------- CA EVENT CODE: CA900CR EVENT DESCRIPTION: CA PERFORMANCE STANDARDS ATTAINED-CONTROLS REQUIRED EVENT SEQUENCE NUMBER: 1 EVENT RESPONSIBLE AGENCY: STATE ACTUAL DATE OF EVENT: 05/09/2011 ORIGINAL SCHEDULE DATE OF EVENT: NEW SCHEDULE DATE OF EVENT: ----------------------- CA EVENT CODE: CA375 EVENT DESCRIPTION: INTERIM DECISION FOR NO FURTHER ACTION EVENT SEQUENCE NUMBER: 1 EVENT RESPONSIBLE AGENCY: STATE ACTUAL DATE OF EVENT: 08/24/2005 ORIGINAL SCHEDULE DATE OF EVENT: NEW SCHEDULE DATE OF EVENT: ----------------------- CA EVENT CODE: CA999NF EVENT DESCRIPTION: CA PROCESS IS TERMINATED-NO FURTHER ACTION EVENT SEQUENCE NUMBER: 1 EVENT RESPONSIBLE AGENCY: STATE ACTUAL DATE OF EVENT: 08/24/2005 ORIGINAL SCHEDULE DATE OF EVENT: NEW SCHEDULE DATE OF EVENT: ----------------------- CA EVENT CODE: CA200 EVENT DESCRIPTION: INVESTIGATION COMPLETE EVENT SEQUENCE NUMBER: 2 EVENT RESPONSIBLE AGENCY: STATE aw earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 238 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Resource Conservation & Recovery Act- Corrective Action Facilities RCRA C ACTUAL DATE OF EVENT: 08/24/2005 ORIGINAL SCHEDULE DATE OF EVENT: NEW SCHEDULE DATE OF EVENT: ----------------------- CA EVENT CODE: CA484 EVENT DESCRIPTION: CMI WORKPLAN NOD EVENT SEQUENCE NUMBER: 1 EVENT RESPONSIBLE AGENCY: STATE ACTUAL DATE OF EVENT: 08/23/2002 ORIGINAL SCHEDULE DATE OF EVENT: NEW SCHEDULE DATE OF EVENT: ----------------------- CA EVENT CODE: CA200 EVENT DESCRIPTION: INVESTIGATION COMPLETE EVENT SEQUENCE NUMBER: 1 EVENT RESPONSIBLE AGENCY: STATE ACTUAL DATE OF EVENT: 11/06/2001 ORIGINAL SCHEDULE DATE OF EVENT: NEW SCHEDULE DATE OF EVENT: ----------------------- CA EVENT CODE: CA190 EVENT DESCRIPTION: INVESTIGATION REPORT RECEIVED EVENT SEQUENCE NUMBER: 1 EVENT RESPONSIBLE AGENCY: STATE ACTUAL DATE OF EVENT: 09/04/2001 ORIGINAL SCHEDULE DATE OF EVENT: NEW SCHEDULE DATE OF EVENT: ----------------------- CA EVENT CODE: CA191 EVENT DESCRIPTION: RFI DRAFT REPORT COMMENTS EVENT SEQUENCE NUMBER: 2 EVENT RESPONSIBLE AGENCY: STATE ACTUAL DATE OF EVENT: 08/02/2001 ORIGINAL SCHEDULE DATE OF EVENT: NEW SCHEDULE DATE OF EVENT: ----------------------- CA EVENT CODE: CA190 EVENT DESCRIPTION: INVESTIGATION REPORT RECEIVED EVENT SEQUENCE NUMBER: 2 EVENT RESPONSIBLE AGENCY: STATE ACTUAL DATE OF EVENT: 05/14/2001 ORIGINAL SCHEDULE DATE OF EVENT: earthwww.aeo-search.com 888-396-0042 Order#169298 Job#421869 239 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Resource Conservation & Recovery Act- Corrective Action Facilities RCRA C NEW SCHEDULE DATE OF EVENT: ----------------------- CA EVENT CODE: CA155 EVENT DESCRIPTION: INVESTIGATION SUPPLEMENTAL INFO REQ BY AGENCY EVENT SEQUENCE NUMBER: 3 EVENT RESPONSIBLE AGENCY: STATE ACTUAL DATE OF EVENT: 08/19/1999 ORIGINAL SCHEDULE DATE OF EVENT: NEW SCHEDULE DATE OF EVENT: ----------------------- CA EVENT CODE: CA305 EVENT DESCRIPTION: CMS SUPPLEMENTAL INFO REQ BY AGENCY EVENT SEQUENCE NUMBER: 1 EVENT RESPONSIBLE AGENCY: STATE ACTUAL DATE OF EVENT: 07/08/1999 ORIGINAL SCHEDULE DATE OF EVENT: NEW SCHEDULE DATE OF EVENT: ----------------------- CA EVENT CODE: CA320 EVENT DESCRIPTION: CMS SUPPLEMENT INFO DEEMED SATISFACTORY EVENT SEQUENCE NUMBER: 1 EVENT RESPONSIBLE AGENCY: STATE ACTUAL DATE OF EVENT: 05/11/1999 ORIGINAL SCHEDULE DATE OF EVENT: NEW SCHEDULE DATE OF EVENT: ----------------------- CA EVENT CODE: CA155 EVENT DESCRIPTION: INVESTIGATION SUPPLEMENTAL INFO REQ BY AGENCY EVENT SEQUENCE NUMBER: 2 EVENT RESPONSIBLE AGENCY: STATE ACTUAL DATE OF EVENT: 04/27/1999 ORIGINAL SCHEDULE DATE OF EVENT: NEW SCHEDULE DATE OF EVENT: ----------------------- CA EVENT CODE: CA310 EVENT DESCRIPTION: CMS SUPPLEMENTAL INFORMATION RECEIVED EVENT SEQUENCE NUMBER: 1 EVENT RESPONSIBLE AGENCY: STATE ACTUAL DATE OF EVENT: 04/06/1999 ORIGINAL SCHEDULE DATE OF EVENT: NEW SCHEDULE DATE OF EVENT: ----------------------- aw earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 240 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Resource Conservation & Recovery Act- Corrective Action Facilities RCRA C CA EVENT CODE: CA190 EVENT DESCRIPTION: INVESTIGATION REPORT RECEIVED EVENT SEQUENCE NUMBER: 4 EVENT RESPONSIBLE AGENCY: STATE ACTUAL DATE OF EVENT: 09/17/1998 ORIGINAL SCHEDULE DATE OF EVENT: NEW SCHEDULE DATE OF EVENT: ----------------------- CA EVENT CODE: CA140 EVENT DESCRIPTION: INVESTIGATION WORKPLAN NOTICE OF DEFICIENCY ISSUED EVENT SEQUENCE NUMBER: 3 EVENT RESPONSIBLE AGENCY: STATE ACTUAL DATE OF EVENT: 04/29/1998 ORIGINAL SCHEDULE DATE OF EVENT: NEW SCHEDULE DATE OF EVENT: ----------------------- CA EVENT CODE: CA110 EVENT DESCRIPTION: INVESTIGATION WORKPLAN RECEIVED EVENT SEQUENCE NUMBER: 6 EVENT RESPONSIBLE AGENCY: STATE ACTUAL DATE OF EVENT: 01/01/1998 ORIGINAL SCHEDULE DATE OF EVENT: NEW SCHEDULE DATE OF EVENT: ----------------------- CA EVENT CODE: CA140 EVENT DESCRIPTION: INVESTIGATION WORKPLAN NOTICE OF DEFICIENCY ISSUED EVENT SEQUENCE NUMBER: 2 EVENT RESPONSIBLE AGENCY: STATE ACTUAL DATE OF EVENT: 05/02/1997 ORIGINAL SCHEDULE DATE OF EVENT: NEW SCHEDULE DATE OF EVENT: ----------------------- CA EVENT CODE: CA110 EVENT DESCRIPTION: INVESTIGATION WORKPLAN RECEIVED EVENT SEQUENCE NUMBER: 5 EVENT RESPONSIBLE AGENCY: STATE ACTUAL DATE OF EVENT: 11/01/1996 ORIGINAL SCHEDULE DATE OF EVENT: NEW SCHEDULE DATE OF EVENT: ----------------------- CA EVENT CODE: CA725IN aw earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 241 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Resource Conservation & Recovery Act- Corrective Action Facilities RCRA C EVENT DESCRIPTION: HUMAN EXPOSURES CONTROLLED DETERMINATION-MORE INFORMATION NEEDED EVENT SEQUENCE NUMBER: 1 EVENT RESPONSIBLE AGENCY: EPA ACTUAL DATE OF EVENT: 08/14/1996 ORIGINAL SCHEDULE DATE OF EVENT: NEW SCHEDULE DATE OF EVENT: ----------------------- CA EVENT CODE: CA750IN EVENT DESCRIPTION: RELEASE TO GW CONTROLLED DETERMINATION-MORE INFORMATION NEEDED EVENT SEQUENCE NUMBER: 1 EVENT RESPONSIBLE AGENCY: EPA ACTUAL DATE OF EVENT: 08/14/1996 ORIGINAL SCHEDULE DATE OF EVENT: NEW SCHEDULE DATE OF EVENT: ----------------------- CA EVENT CODE: CA150 EVENT DESCRIPTION: INVESTIGATION WORKPLAN APPROVED EVENT SEQUENCE NUMBER: 3 EVENT RESPONSIBLE AGENCY: STATE ACTUAL DATE OF EVENT: 07/11/1996 ORIGINAL SCHEDULE DATE OF EVENT: NEW SCHEDULE DATE OF EVENT: ----------------------- CA EVENT CODE: CA110 EVENT DESCRIPTION: INVESTIGATION WORKPLAN RECEIVED EVENT SEQUENCE NUMBER: 4 EVENT RESPONSIBLE AGENCY: STATE ACTUAL DATE OF EVENT: 07/08/1996 ORIGINAL SCHEDULE DATE OF EVENT: NEW SCHEDULE DATE OF EVENT: ----------------------- CA EVENT CODE: CA155 EVENT DESCRIPTION: INVESTIGATION SUPPLEMENTAL INFO REQ BY AGENCY EVENT SEQUENCE NUMBER: 1 EVENT RESPONSIBLE AGENCY: STATE ACTUAL DATE OF EVENT: 03/08/1996 ORIGINAL SCHEDULE DATE OF EVENT: NEW SCHEDULE DATE OF EVENT: ----------------------- CA EVENT CODE: CA150 EVENT DESCRIPTION: INVESTIGATION WORKPLAN APPROVED EVENT SEQUENCE NUMBER: 2 aw earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 242 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Resource Conservation & Recovery Act- Corrective Action Facilities RCRA C EVENT RESPONSIBLE AGENCY: STATE ACTUAL DATE OF EVENT: 05/26/1995 ORIGINAL SCHEDULE DATE OF EVENT: NEW SCHEDULE DATE OF EVENT: ----------------------- CA EVENT CODE: CA150 EVENT DESCRIPTION: INVESTIGATION WORKPLAN APPROVED EVENT SEQUENCE NUMBER: 1 EVENT RESPONSIBLE AGENCY: STATE ACTUAL DATE OF EVENT: 02/07/1995 ORIGINAL SCHEDULE DATE OF EVENT: NEW SCHEDULE DATE OF EVENT: ----------------------- CA EVENT CODE: CA191 EVENT DESCRIPTION: RFI DRAFT REPORT COMMENTS EVENT SEQUENCE NUMBER: 1 EVENT RESPONSIBLE AGENCY: STATE ACTUAL DATE OF EVENT: 02/07/1995 ORIGINAL SCHEDULE DATE OF EVENT: NEW SCHEDULE DATE OF EVENT: ----------------------- CA EVENT CODE: CA110 EVENT DESCRIPTION: INVESTIGATION WORKPLAN RECEIVED EVENT SEQUENCE NUMBER: 3 EVENT RESPONSIBLE AGENCY: STATE ACTUAL DATE OF EVENT: 09/29/1994 ORIGINAL SCHEDULE DATE OF EVENT: NEW SCHEDULE DATE OF EVENT: ----------------------- CA EVENT CODE: CA140 EVENT DESCRIPTION: INVESTIGATION WORKPLAN NOTICE OF DEFICIENCY ISSUED EVENT SEQUENCE NUMBER: 1 EVENT RESPONSIBLE AGENCY: STATE ACTUAL DATE OF EVENT: 03/18/1994 ORIGINAL SCHEDULE DATE OF EVENT: NEW SCHEDULE DATE OF EVENT: ----------------------- CA EVENT CODE: CA110 EVENT DESCRIPTION: INVESTIGATION WORKPLAN RECEIVED EVENT SEQUENCE NUMBER: 2 EVENT RESPONSIBLE AGENCY: STATE ACTUAL DATE OF EVENT: 03/01/1994 aw earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 243 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Resource Conservation & Recovery Act- Corrective Action Facilities RCRA C ORIGINAL SCHEDULE DATE OF EVENT: NEW SCHEDULE DATE OF EVENT: ----------------------- CA EVENT CODE: CA190 EVENT DESCRIPTION: INVESTIGATION REPORT RECEIVED EVENT SEQUENCE NUMBER: 3 EVENT RESPONSIBLE AGENCY: STATE ACTUAL DATE OF EVENT: 02/15/1994 ORIGINAL SCHEDULE DATE OF EVENT: NEW SCHEDULE DATE OF EVENT: ----------------------- CA EVENT CODE: CA110 EVENT DESCRIPTION: INVESTIGATION WORKPLAN RECEIVED EVENT SEQUENCE NUMBER: 1 EVENT RESPONSIBLE AGENCY: STATE ACTUAL DATE OF EVENT: 10/21/1993 ORIGINAL SCHEDULE DATE OF EVENT: NEW SCHEDULE DATE OF EVENT: ----------------------- CA EVENT CODE: CA100DC EVENT DESCRIPTION: RFI IMPOSITION-FOCUSED DATA COLLECTION REQ STAB EVAL EVENT SEQUENCE NUMBER: 1 EVENT RESPONSIBLE AGENCY: STATE ACTUAL DATE OF EVENT: 08/25/1993 ORIGINAL SCHEDULE DATE OF EVENT: NEW SCHEDULE DATE OF EVENT: ----------------------- CA EVENT CODE: CA075ME EVENT DESCRIPTION: CA PRIORITIZATION-MEDIUM CA PRIORITY EVENT SEQUENCE NUMBER: 1 EVENT RESPONSIBLE AGENCY: EPA ACTUAL DATE OF EVENT: 02/24/1992 ORIGINAL SCHEDULE DATE OF EVENT: NEW SCHEDULE DATE OF EVENT: ----------------------- CA EVENT CODE: CA050 EVENT DESCRIPTION: RFA COMPLETED EVENT SEQUENCE NUMBER: 1 EVENT RESPONSIBLE AGENCY: EPA ACTUAL DATE OF EVENT: 09/08/1988 ORIGINAL SCHEDULE DATE OF EVENT: NEW SCHEDULE DATE OF EVENT: aw earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 244 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Resource Conservation & Recovery Act- Corrective Action Facilities (RCRAC) Back.to.Report 3LMmary U earch www.aeo-search.com 888-396-0042 Order#169298 Job#421869 245 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Formerly Used Defense Sites (FUDS) AP 11111 Distance from Property: 0.861 mi.(4,546 ft.)SSE Elevation: 5 ft. FACILITY INFORMATION Geosearch Id: K06TX1254 FUDS NUMBER: K06TX1254 PROPERTY NAME: NGP RADIO RANGE ADDRESS: NUECES COUNTY NO CITY,TX 78418 COUNTY: NUECES FACILITY DETAIL(S1 FUDS PROPERTY POINT DATA FFID: TX69799FA34000 PROPERTY ID: NOT REPORTED PROJECT ID: NOT REPORTED ENV SITE ID: NOT REPORTED SITE ID: NOT REPORTED MRA ID: NOT REPORTED PROJECT NUMBER: NOT REPORTED PROJECT NAME: NOT REPORTED PROGRAM: NOT REPORTED CATEGORY: NOT REPORTED STATUS: PROPERTIES WITHOUT PROJECTS FED LAND TYPE: NOT REPORTED FED LAND NAME: NOT REPORTED FED LAND AGENCY: NOT REPORTED SITE CLOSEOUT DATE: NOT REPORTED REMEDY IN PLACE DATE: NOT REPORTED RESPONSE COMPLETE DATE: NOT REPORTED NPL STATUS CODE: NOT LISTED CURRENT OWNER: NOT REPORTED ELIGIBILITY: NOT REPORTED HAS PROJECTS: NO FISCAL YEAR: 2018 EPA REGION: 06 CONGRESSIONAL DISTRICT: 27 DISTRICT RESPONSIBLE FOR THE FUDS PROPERTY: FORT WORTH DISTRICT(SWF) IS THE PROPERTY HAS ANY CLEANUP UNDER THE MILITARY MUNITIONS RESPONSE PROGRAM(MMRP): NOT REPORTED ACREAGE: NOT REPORTED DESCRIPTION: NOT REPORTED HISTORY: NOT REPORTED EMS MAP LINK: CLICK HERE Back to Report LMmary earthwww.aeo-search.com 888-396-0042 Order#169298 Job#421869 246 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Uniocated Sites Summary This list contains sites that could not be mapped due to limited or incomplete address information. No Records Found rcwww.aeo-search.com 888-396-0042 Order#169298 Job#421869 247 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Environmental Records Definitions - FEDERAL AIRSAFS Aerometric Information Retrieval System/Air Facility Subsystem VERSION DATE: 10/20/14 The United States Environmental Protection Agency(EPA)modified the Aerometric Information Retrieval System(AIRS)to a database that exclusively tracks the compliance of stationary sources of air pollution with EPA regulations: the Air Facility Subsystem(AFS). Since this change in 2001, the management of the AIRS/AFS database was assigned to EPA's Office of Enforcement and Compliance Assurance. Enforcement and Compliance History Online (ECHO)Clean Air Act data from AFS are frozen and reflect data as of October 17, 2014, the EPA retired this system for Clean Air Act stationary sources. ALTFUELS Alternative Fueling Stations VERSION DATE: 10/28/20 Nationwide list of alternative fueling stations made available by the U.S. Department of Energy's Office of Energy Efficiency&Renewable Energy. Includes Bio-diesel stations, Ethanol (E85)stations, Liquefied Petroleum Gas (Propane)stations, Ethanol (E85)stations, Natural Gas stations, Hydrogen stations, and Electric Vehicle Supply Equipment(EVSE). BF Brownfields Management System VERSION DATE: 01/11/21 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. The United States Environmental Protection Agency maintains this database to track activities in the various brown field grant programs including grantee assessment, site cleanup and site redevelopment. This database includes tribal brownfield sites. BRS Biennial Reporting System VERSION DATE: 12/31/17 The United States Environmental Protection Agency(EPA), in cooperation with the States, biennially collects information regarding the generation, management, and final disposition of hazardous wastes regulated under the Resource Conservation and Recovery Act of 1976 (RCRA), as amended. The Biennial Report captures detailed data on the generation of hazardous waste from large quantity generators and data on waste management practices from treatment,storage and disposal facilities. Currently,the EPA states that data collected between 1991 and 1997 was originally a part of the defunct Biennial Reporting System and is now incorporated into the RCRAInfo data system. CDL Clandestine Drug Laboratory Locations VERSION DATE: 06/17/20 ju earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 248 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Environmental Records Definitions - FEDERAL The U.S. Department of Justice ("the Department")provides this information 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. The Department does not establish, implement, enforce, or certify compliance with clean-up or remediation standards for contaminated sites; the public should contact a state or local health department or environmental protection agency for that information. DNPL Delisted National Priorities List VERSION DATE: 07/26/21 This database includes sites from the United States Environmental Protection Agency's Final National Priorities List(NPL)where remedies have proven to be satisfactory or sites where the original analyses were inaccurate, and the site is no longer appropriate for inclusion on the NPL, and final publication in the Federal Register has occurred. DOCKETS EPA Docket Data VERSION DATE: 12/22/05 The United States Environmental Protection Agency Docket data lists Civil Case Defendants, filing dates as far back as 1971, laws broken including section,violations that occurred, pollutants involved, penalties assessed and superfund awards by facility and location. Please refer to ICIS database as source of current data. DOD Department of Defense Sites VERSION DATE: 12/01/14 This information originates from the National Atlas of the United States Federal Lands data,which includes lands owned or administered by the Federal government. Army DOD,Army Corps of Engineers DOD,Air Force DOD, Navy DOD and Marine DOD areas of 640 acres or more are included. EC Federal Engineering Institutional Control Sites VERSION DATE: 04/27/21 This database includes site locations where Engineering and/or Institutional Controls have been identified as part of a selected remedy for the site as defined by United States Environmental Protection Agency official remedy decision documents. The data displays remedy component information for Superfund decision documents issued in fiscal years 1982-2017, and it includes final and deleted NPL sites as well as sites with a Superfund Alternative Approach (SAA)agreement in place. The only sites included that are not on the NPL, proposed for NPL, or removed from proposed NPL, are those with an SAA Agreement in place. A site listing does not indicate that the institutional and engineering controls are currently in place nor will be in place once the remedy is complete; it only indicates that the decision to include either of them in the remedy is documented as of the completed date of the document. Institutional controls are actions, such as legal controls,that help minimize the ju earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 249 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Environmental Records Definitions - FEDERAL potential for human exposure to contamination by ensuring appropriate land or resource use. Engineering controls include caps, barriers, or other device engineering to prevent access,exposure, or continued migration of contamination. ECHOR06 Enforcement and Compliance History Information VERSION DATE: 11/28/20 The U.S. Environmental Protection Agency's Enforcement and Compliance History Online (ECHO)database, provides compliance and enforcement information for facilities nationwide. This database includes facilities regulated as Clean Air Act stationary sources, Clean Water Act direct dischargers, Resource Conservation and Recovery Act hazardous waste handlers, Safe Drinking Water Act public water systems along with other data, such as Toxics Release Inventory releases. ERNSTX Emergency Response Notification System VERSION DATE: 06/28/21 This National Response Center database contains data on reported releases of oil, chemical, radiological, biological, and/or etiological discharges into the environment anywhere in the United States and its territories. The data comes from spill reports made to the U.S. Environmental Protection Agency, U.S. Coast Guard, the National Response Center and/or the U.S. Department of Transportation. FEMAUST FEMA Owned Storage Tanks VERSION DATE: 12/01/16 This is a listing of FEMA owned underground and aboveground storage tank sites. For security reasons, address information is not released to the public according to the U.S. Department of Homeland Security. FRSTX Facility Registry System VERSION DATE: 03/02/21 The United States Environmental Protection Agency's Office of Environmental Information (OEI)developed the Facility Registry System(FRS)as the centrally managed database that identifies facilities, sites or places subject to environmental regulations or of environmental interest. The Facility Registry System replaced the Facility Index System or FINDS database. FUDS Formerly Used Defense Sites VERSION DATE: 12/31/18 The Formerly Used Defense Sites(FUDS)inventory includes properties previously owned by or leased to the United States and under Secretary of Defense Jurisdiction, as well as Munitions Response Areas(MRAs). The remediation of these properties is the responsibility of the Department of Defense. This data is provided by the U.S.Army Corps of Engineers (USACE), the boundaries/polygon data are based on preliminary findings and not earthwww.aeo-search.com 888-396-0042 Order#169298 Job#421869 250 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Environmental Records Definitions - FEDERAL all properties currently have polygon data available. DISCLAIMER:This data represents the results of data collection/processing for a specific USACE activity and is in no way to be considered comprehensive or to be used in any legal or official capacity as presented on this site. While the USACE has made a reasonable effort to insure the accuracy of the maps and associated data, it should be explicitly noted that USACE makes no warranty, representation or guaranty, either expressed or implied, as to the content,sequence, accuracy, timeliness or completeness of any of the data provided herein. For additional information on Formerly Used Defense Sites please contact the USACE Public Affairs Office at(202)528-4285. FUSRAP Formerly Utilized Sites Remedial Action Program VERSION DATE: 03/04/17 The U.S. Department of Energy (DOE)established the Formerly Utilized Sites Remedial Action Program (FUSRAP)in 1974 to remediate sites where radioactive contamination remained from the Manhattan Project and early U.S.Atomic Energy Commission (AEC)operations.The DOE Office of Legacy Management(LM) established long-term surveillance and maintenance (LTS&M)requirements for remediated FUSRAP sites. DOE evaluates the final site conditions of a remediated site on the basis of risk for different future uses. DOE then confirms that LTS&M requirements will maintain protectiveness. HISTPST Historical Gas Stations VERSION DATE: NR This historic directory of service stations is provided by the Cities Service Company. The directory includes Cities Service filling stations that were located throughout the United States in 1930. HMIRSR06 Hazardous Materials Incident Reporting System VERSION DATE: 03/24/21 The HMIRS database contains unintentional hazardous materials release information reported to the U.S. Department of Transportation located in EPA Region 6. This region includes the following states: Arkansas, Louisiana, New Mexico, Oklahoma, and Texas. HWCD Hazardous Waste Compliance Docket Facilities VERSION DATE: 10/29/20 This list of the Federal Agency Hazardous Waste Compliance Docket Facilities is maintained by the United States Environmental Protection Agency (EPA). According to the EPA, Section 120(c)of CERCLA requires EPA to establish a listing, known as the Federal Facility Hazardous Waste Compliance Docket(Docket), of Federal facilities which are managing or have managed hazardous waste; or have had a release of hazardous waste. Thus, the Docket identifies all Federal facilities that must be evaluated to determine whether they pose a risk to human health and the environment and it makes this information available to the public. In order for the Docket to remain current and accurate it requires periodic updating. earthwww.aeo-search.com 888-396-0042 Order#169298 Job#421869 251 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Environmental Records Definitions - FEDERAL ICIS Integrated Compliance Information System(formerly DOCKETS) VERSION DATE: 09/19/20 ICIS is a case activity tracking and management system for civil,judicial, and administrative federal Environmental Protection Agency enforcement cases. ICIS contains information on federal administrative and federal judicial cases under the following environmental statutes: the Clean Air Act, the Clean Water Act, the Resource Conservation and Recovery Act, the Emergency Planning and Community Right-to-Know Act-Section 313,the Toxic Substances Control Act, the Federal Insecticide, Fungicide, and Rodenticide Act, the Comprehensive Environmental Response, Compensation, and Liability Act, the Safe Drinking Water Act, and the Marine Protection, Research, and Sanctuaries Act. ICISCLEANERS Integrated Compliance Information System Drycleaners VERSION DATE: 09/19/20 This is a listing of drycleaner facilities from the Integrated Compliance Information System(ICIS). The U.S. Environmental Protection Agency(EPA)tracks facilities that possess NAIC and SIC codes that classify businesses as drycleaner establishments. The following Primary SIC Codes are included in this data: 7211, 7212, 7213, 7215, 7216, 7217, 7218, and/or 7219;the following Primary NAICS Codes are included in this data: 812320, 812331, and/or 812332. ICISNPDES Integrated Compliance Information System National Pollutant Discharge Elimination System VERSION DATE: 04/26/20 Authorized by the Clean Water Act, the National Pollutant Discharge Elimination System(NPDES)permit program controls water pollution by regulating point sources that discharge pollutants into waters of the United States. This database is provided by the U.S. Environmental Protection Agency. LUCIS Land Use Control Information System VERSION DATE: 09/01/06 The LUCIS database is maintained by the U.S. Department of the Navy and contains information for former Base Realignment and Closure (BRAC)properties across the United States. MLTS Material Licensing Tracking System VERSION DATE: 06/29/17 MLTS is a list of approximately 8,100 sites which have or use radioactive materials subject to the United States Nuclear Regulatory Commission (NRC)licensing requirements. Disclaimer: Due to agency regulations and policies, this database contains applicant/licensee location information which may or may not be related to the physical location per MLTS site. earthwww.aeo-search.com 888-396-0042 Order#169298 Job#421869 252 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Environmental Records Definitions - FEDERAL MRDS Mineral Resource Data System VERSION DATE: 03/15/16 MRDS (Mineral Resource Data System)is a collection of reports describing metallic and nonmetallic mineral resources throughout the world. Included are deposit name, location, commodity, deposit description, geologic characteristics, production, reserves, resources, and references.This database contains the records previously provided in the Mineral Resource Data System(MRDS)of USGS and the Mineral Availability System/Mineral Industry Locator System(MAS/MILS)originated in the U.S. Bureau of Mines,which is now part of USGS. The USGS has ceased systematic updates of the MRDS database with their focus more recently on deposits of critical minerals while providing a well-documented baseline of historical mine locations from USGS topographic maps. A few updates last occurred 2015 and early 2016 for select mine site area/s. MSHA Mine Safety and Health Administration Master Index File VERSION DATE: 08/07/20 The Mine dataset lists all Coal and Metal/Non-Metal mines under MSHA's jurisdiction since 1/1/1970. It includes such information as the current status of each mine (Active,Abandoned, NonProducing,etc.), the current owner and operating company, commodity codes and physical attributes of the mine. Mine ID is the unique key for this data. This information is provided by the United States Department of Labor-Mine Safety and Health Administration (MSHA). NLRRCRAC No Longer Regulated RCRA Corrective Action Facilities VERSION DATE: 03/22/21 This database includes RCRA Corrective Action facilities that are no longer regulated by the United States Environmental Protection Agency or do not meet other RCRA reporting requirements. NLRRCRAT No Longer Regulated RCRA Non-CORRACTS TSD Facilities VERSION DATE: 03/22/21 This database includes RCRA Non-Corrective Action TSD facilities that are no longer regulated by the United States Environmental Protection Agency or do not meet other RCRA reporting requirements. This listing includes facilities that formerly treated, stored or disposed of hazardous waste. NMS Former Military Nike Missile Sites VERSION DATE: 12/01/84 This information was taken from report DRXTH-AS-IA-83A016 (Historical Overview of the Nike Missile System, 12/1984)which was performed by Environmental Science and Engineering, Inc. for the U.S.Army Toxic and Hazardous Materials Agency Assessment Division. The Nike system was deployed between 1954 and the mid- 1970's.Among the substances used or stored on Nike sites were liquid missile fuel (JP-4); starter fluids(UDKH, aniline, and furfuryl alcohol);oxidizer(IRFNA); hydrocarbons(motor oil, hydraulic fluid, diesel fuel, gasoline, aw earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 253 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Environmental Records Definitions - FEDERAL heating oil); solvents(carbon tetrachloride, trichloroethylene, trichloroethane, stoddard solvent); and battery electrolyte. The quantities of material a disposed of and procedures for disposal are not documented in published reports.Virtually all information concerning the potential for contamination at Nike sites is confined to personnel who were assigned to Nike sites. During deactivation most hardware was shipped to depot-level supply points. There were reportedly instances where excess materials were disposed of on or near the site itself at closure.There was reportedly no routine site decontamination. NPDESR06 National Pollutant Discharge Elimination System VERSION DATE: 04/01/07 Authorized by the Clean Water Act, the National Pollutant Discharge Elimination System(NPDES)permit program controls water pollution by regulating point sources that discharge pollutants into waters of the United States. The NPDES database was collected from the U.S. Environmental Protection Agency (EPA)from December 2002 through April 2007. Refer to the ICIS and/or ICIS-NPDES database as source of current data. This database includes permitted facilities located in EPA Region 6. This region includes the following states: Arkansas, Louisiana, New Mexico, Oklahoma, and Texas. NPL National Priorities List VERSION DATE: 07/26/21 This database includes United States Environmental Protection Agency(EPA)National Priorities List sites that fall under the EPA's Superfund program,established to fund the cleanup of the most serious uncontrolled or abandoned hazardous waste sites identified for possible long-term remedial action. ODI Open Dump Inventory VERSION DATE: 06/01/85 The open dump inventory was published by the United States Environmental Protection Agency. An "open dump" is defined as a facility or site where solid waste is disposed of which is not a sanitary landfill which meets the criteria promulgated under section 4004 of the Solid Waste Disposal Act(42 U.S.C. 6944)and which is not a facility for disposal of hazardous waste. This inventory has not been updated since June 1985. PADS PCB Activity Database System VERSION DATE: 11/19/20 PADS Identifies generators, transporters, commercial storers and/or brokers and disposers of Polychlorinated Biphenyls(PCB)who are required to notify the U.S. Environmental Protection Agency of such activities. PCSR06 Permit Compliance System VERSION DATE: 08/01/12 The historic Permit Compliance System tracked enforcement status and permit compliance of facilities controlled earthwww.aeo-search.com 888-396-0042 Order#169298 Job#421869 254 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Environmental Records Definitions - FEDERAL by the National Pollutant Discharge Elimination System(NPDES)under the Clean Water Act. This database includes permitted facilities located in EPA Region 6 states:Arkansas, Louisiana, New Mexico, Oklahoma, and Texas. This system has since been modernized by United States Environmental Protection Agency and is now integrated into the Integrated Compliance Information System(ICIS). Please refer to the ICIS database as the current source for this data. PNPL Proposed National Priorities List VERSION DATE: 07/26/21 This database contains sites proposed to be included on the National Priorities List(NPL)in the Federal Register. The United States Environmental Protection Agency investigates these sites to determine if they may present long-term threats to public health or the environment. RCRAC Resource Conservation&Recovery Act-Corrective Action Facilities VERSION DATE: 03/22/21 The Resource Conservation and Recovery Act(RCRA)gives the U.S. Environmental Protection Agency(EPA) the authority to control hazardous waste from the"cradle-to-grave."This includes the generation, transportation, treatment, storage, and disposal of hazardous waste. RCRA also set forth a framework for the management of non-hazardous solid wastes. The 1986 amendments to RCRA enabled EPA to address environmental problems that could result from underground tanks storing petroleum and other hazardous substances. This listing refers to facilities with corrective action activity. RCRAGR06 Resource Conservation&Recovery Act-Generator VERSION DATE: 03/22/21 The Resource Conservation and Recovery Act(RCRA)gives the U.S. Environmental Protection Agency(EPA) the authority to control hazardous waste from the"cradle-to-grave."This includes the generation, transportation, treatment, storage, and disposal of hazardous waste. RCRA also set forth a framework for the management of non-hazardous solid wastes. The 1986 amendments to RCRA enabled EPA to address environmental problems that could result from underground tanks storing petroleum and other hazardous substances. This listing refers to facilities currently generating hazardous waste. EPA region 6 includes the following states: Arkansas, Louisiana, New Mexico, Oklahoma, and Texas. RCRANGR06 Resource Conservation&Recovery Act-Non-Generator VERSION DATE: 03/22/21 The Resource Conservation and Recovery Act(RCRA)gives the U.S. Environmental Protection Agency(EPA) the authority to control hazardous waste from the"cradle-to-grave."This includes the generation, transportation, treatment, storage, and disposal of hazardous waste. RCRA also set forth a framework for the management of non-hazardous solid wastes. The 1986 amendments to RCRA enabled EPA to address environmental problems that could result from underground tanks storing petroleum and other hazardous substances. This listing refers to facilities classified as non-generators. Non-Generators do not presently generate hazardous waste. EPA earthwww.aeo-search.com 888-396-0042 Order#169298 Job#421869 255 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Environmental Records Definitions - FEDERAL Region 6 includes the following states: Arkansas, Louisiana, New Mexico, Oklahoma, and Texas. RCRASC RCRA Sites with Controls VERSION DATE: 05/16/21 The Resource Conservation and Recovery Act(RCRA)gives the U.S. Environmental Protection Agency(EPA) the authority to control hazardous waste from the"cradle-to-grave."This includes the generation, transportation, treatment, storage, and disposal of hazardous waste. RCRA also set forth a framework for the management of non-hazardous solid wastes. The 1986 amendments to RCRA enabled EPA to address environmental problems that could result from underground tanks storing petroleum and other hazardous substances. This listing refers to facilities with institutional controls in place. RCRASUBC Resource Conservation&Recovery Act-Subject to Corrective Action Facilities VERSION DATE: 03/22/21 The Resource Conservation and Recovery Act(RCRA)gives the U.S. Environmental Protection Agency(EPA) the authority to control hazardous waste from the"cradle-to-grave."This includes the generation, transportation, treatment, storage, and disposal of hazardous waste. RCRA also set forth a framework for the management of non-hazardous solid wastes. The 1986 amendments to RCRA enabled EPA to address environmental problems that could result from underground tanks storing petroleum and other hazardous substances. This listing refers to facilities subject to corrective actions. RCRAT Resource Conservation&Recovery Act-Non-CORRACTS Treatment, Storage&Disposal Facilities VERSION DATE: 03/22/21 The Resource Conservation and Recovery Act(RCRA)gives the U.S. Environmental Protection Agency(EPA) the authority to control hazardous waste from the"cradle-to-grave."This includes the generation, transportation, treatment, storage, and disposal of hazardous waste. RCRA also set forth a framework for the management of non-hazardous solid wastes. The 1986 amendments to RCRA enabled EPA to address environmental problems that could result from underground tanks storing petroleum and other hazardous substances. This listing refers to facilities recognized as hazardous waste treatment,storage, and disposal sites(TSD). RODS Record of Decision System VERSION DATE: 09/21/20 These decision documents maintained by the United States Environmental Protection Agency describe the chosen remedy for NPL(Superfund)site remediation. They also include site history, site description,site characteristics, community participation, enforcement activities, past and present activities, contaminated media, the contaminants present, and scope and role of response action. SEMS Superfund Enterprise Management System VERSION DATE: 07/26/21 aw earth www.aeo-search.com 888-396-0042 Order#169298 Job#421869 256 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Environmental Records Definitions - FEDERAL The U.S. Environmental Protection Agency's(EPA)Office of Solid Waste and Emergency Response, Office of Superfund Remediation and Technology Innovation (OSRTI), has implemented The Superfund Enterprise Management System(SEMS), formerly known as CERCLIS (Comprehensive Environmental Response, Compensation and Liability Information System)to track and report on clean-up and enforcement activities taking place at Superfund sites. SEMS represents a joint development and ongoing collaboration between Superfund's Remedial, Removal, Federal Facilities, Enforcement and Emergency Response programs. SEMSARCH Superfund Enterprise Management System Archived Site Inventory VERSION DATE: 07/26/21 The U.S. Environmental Protection Agency's(EPA)Superfund Enterprise Management System Archived Site Inventory (List 8R Archived)replaced the CERCLIS NFRAP reporting system in 2015. This listing reflects sites at which the EPA has determined that assessment has been completed and no further remedial action is planned under the Superfund program. SEMSLIENS SEMS Lien on Property VERSION DATE: 06/22/20 The U.S. Environmental Protection Agency's(EPA)Office of Solid Waste and Emergency Response, Office of Superfund Remediation and Technology Innovation (OSRTI), has implemented The Superfund Enterprise Management System(SEMS), formerly known as CERCLIS (Comprehensive Environmental Response, Compensation and Liability Information System)to track and report on clean-up and enforcement activities taking place at Superfund sites. SEMS represents a joint development and ongoing collaboration between Superfund's Remedial, Removal, Federal Facilities, Enforcement and Emergency Response programs. This is a listing of SEMS sites with a lien on the property. SFLIENS CERCLIS Liens VERSION DATE: 06/08/12 A Federal CERCLA("Superfund")lien can exist by operation of law at any site or property at which United States Environmental Protection Agency 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. This database contains those CERCLIS sites where the Lien on Property action is complete. Please refer to the SEMSLIENS database as source of current data. SMCRA Surface Mining Control and Reclamation Act Sites VERSION DATE: 12/18/20 An inventory of land and water impacted by past mining (primarily coal mining)is maintained by the Office of Surface Mining Reclamation and Enforcement(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. earthwww.aeo-search.com 888-396-0042 Order#169298 Job#421869 257 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Environmental Records Definitions - FEDERAL 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. SSEHRIPFAS SSEHRI PFAS Contamination Sites VERSION DATE: 12/12/19 This PFAS Contamination Site Tracker database is compiled by the Social Science Environmental Health Research Institute (SSEHRI)at Northeastern University. According to the SSEHRI, the database records qualitative and quantitative data from each known site of PFAS contamination, including timeline of discovery, sources, levels, health impacts, community response, and government response. The goal of this database is to compile information and support public understanding of the rapidly unfolding issue of PFAS contamination. All data presented was extracted from government websites, news articles,or publicly available documents, and this is cited in the tracker. Disclaimer: The source conveys this database undergoes regular updates as new information becomes available, some sites may be missing and/or contain information that is incorrect or outdated, as well as their information represents all contamination sites SSEHRI is aware of, not all possible contamination sites. This data is not intended to be used for legal purposes. Limited location details are available with this data. Please access the following source link for the most current information: https:Hpfasproject.com/pfas-contamination-site-tracker/ SSTS Section Seven Tracking System VERSION DATE: 08/04/20 The United States Environmental Protection Agency tracks information on pesticide establishments through the Section Seven Tracking System(SSTS). SSTS records the registration of new establishments and records pesticide production at each establishment. The Federal Insecticide, Fungicide and Rodenticide Act(FIFRA) requires that production of pesticides or devices be conducted in a registered pesticide-producing or device- producing establishment. "Production" includes formulation, packaging, repackaging, and relabeling. For this database, the Product Information is only available for establishments up through 2014 or prior years, product details are no longer released by the EPA within the current SSTS non-Confidential Business Information data. TRI Toxics Release Inventory VERSION DATE: 12/31/18 The Toxics Release Inventory, provided by the United States Environmental Protection Agency, includes data on toxic chemical releases and waste management activities from certain industries as well as federal and tribal facilities. This inventory contains information about the types and amounts of toxic chemicals that are released each year to the air,water, and land as well as information on the quantities of toxic chemicals sent to other facilities for further waste management. TSCA Toxic Substance Control Act Inventory VERSION DATE: 12/31/16 The Toxic Substances Control Act(TSCA)was enacted in 1976 to ensure that chemicals manufactured, earthwww.aeo-search.com 888-396-0042 Order#169298 Job#421869 258 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Environmental Records Definitions - FEDERAL imported, processed, or distributed in commerce, or used or disposed of in the United States do not pose any unreasonable risks to human health or the environment. TSCA section 8(b)provides the United States Environmental Protection Agency(EPA)authority to"compile, keep current, and publish a list of each chemical substance that is manufactured or processed in the United States." This TSCA Chemical Substance Inventory contains non-confidential information on the production amount of toxic chemicals from each manufacturer and importer site. The EPA has collected Chemical Data Reporting (CDR)data since in 1986 (as Inventory Update Reporting). Collections occur approximately every four years and reporting requirements changed from collection to collection. USUMTRCA Uranium Mill Tailings Radiation Control Act Sites VERSION DATE: 03/04/17 The Legacy Management Office of the Department of Energy (DOE)manages radioactive and chemical waste, environmental contamination, and hazardous material at over 100 sites across the U.S. The L.M. Office manages this database of sites registered under the Uranium Mill Tailings Control Act(UMTRCA). earthwww.aeo-search.com 888-396-0042 Order#169298 Job#421869 259 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Environmental Records Definitions - STATE (TX) APAR Affected Property Assessment Reports VERSION DATE: 11/18/20 As regulated by the Texas Commission on Environmental Quality, an Affected Property Assessment Report is required when a person is addressing a release of chemical of concern (COC)under 30 TAC Chapter 350, the Texas Risk Reduction Program(TRRP). The purpose of the APAR is to document all relevant affected property information to identify all release sources and CDCs, determine the extent of all CDCs, identify all transport/exposure pathways, and to determine if any response actions are necessary.The Texas Administrative Code Title 30§350.4(a)(1)defines affected property as the entire area (i.e. on-site and off-site; including all environmental media)which contains releases of chemicals of concern at concentrations equal to or greater than the assessment level applicable for residential land use and groundwater classification. BSA Brownfields Site Assessments VERSION DATE: 05/10/21 The Brownfields Site Assessments database is maintained by the Texas Commission on Environmental Quality (TCEQ). The TCEQ, in close partnership with the U.S. Environmental Protection Agency(EPA)and other federal,state, and local redevelopment agencies, and stakeholders, is facilitating cleanup, transferability, and revitalization of brownfields through the development of regulatory, tax, and technical assistance tools. CALF Closed&Abandoned Landfill Inventory VERSION DATE: 11/01/05 The Texas Commission on Environmental Quality, under a contract with Texas State University, and in cooperation with the 24 regional Council of Governments (COGs)in the State, has located over 4,000 closed and abandoned municipal solid waste landfills throughout Texas. This listing contains"unauthorized sites". Unauthorized sites have no permit and are considered abandoned. The information available for each site varies in detail and this historical information is not updated. Please refer to the specific regional COG for the most current information. DCR Dry Cleaner Registration Database VERSION DATE: 06/08/21 The database includes dry cleaning drop stations and facilities registered with the Texas Commission on Environmental Quality. DCRPS Dry Cleaner Remediation Program Sites VERSION DATE: 03/01/21 This list of DCRP sites is provided by the Texas Commission on Environmental Quality(TCEQ).According to the TCEQ, the Dry Cleaner Remediation Program(DCRP)establishes a prioritization list of dry cleaner sites and administers the Dry Cleaning Remediation fund to assist with remediation of contamination caused by dry earthwww.aeo-search.com 888-396-0042 Order#169298 Job#421869 260 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Environmental Records Definitions - STATE (TX) cleaning solvents. GWCC Groundwater Contamination Cases VERSION DATE: 12/31/19 This is a Joint Groundwater Monitoring and Contamination Report provided by the Texas Commission on Environmental Quality(TCEQ)with the Railroad Commission of Texas(RRC). The annual report describes the status of groundwater monitoring activities conducted or required by each agency at regulated facilities or associated with regulated activities. The report provides a general overview of groundwater monitoring by participating members on a program by program basis. Groundwater contamination is broadly defined in the report as any detrimental alteration of the naturally occurring quality of groundwater. HISTGWCC Historic Groundwater Contamination Cases VERSION DATE: 12/31/18 This is a Joint Groundwater Monitoring and Contamination Report provided by the Texas Commission on Environmental Quality(TCEQ)that includes historic groundwater contamination cases reported since 1994. These cases have been closed by a program area or agency, such as the TCEQ, the Railroad Commission of Texas, and/or the Texas Alliance of Groundwater Districts. According to the TCEQ report, although enforcement actions may be closed on these cases,the Activity Status Code descriptions allow that groundwater contamination may still be present at the site and may therefore be of interest to regulatory agencies and the general public. IHW Industrial and Hazardous Waste Sites VERSION DATE: 10/09/20 Owner and facility information is included in this database of permitted and non-permitted industrial and hazardous waste sites(this database excludes information for one time shipment requests). Industrial waste is waste that results from or is incidental to operations of industry, manufacturing, mining, or agriculture. Hazardous waste is defined as any solid waste listed as hazardous or possesses one or more hazardous characteristics as defined in federal waste regulations. The IHW database is maintained by the Texas Commission on Environmental Quality. IHWCA Industrial and Hazardous Waste Corrective Action Sites VERSION DATE: 05/28/21 This database is provided by the Texas Commission on Environmental Quality(TCEQ).According to the TCEQ, the mission of the industrial and hazardous waste corrective action program is to oversee the cleanup of sites contaminated from industrial and municipal hazardous and industrial nonhazardous wastes. The goals of this program are to: Ensure that sites are assessed and remediated to levels that protect human health and the environment; Verify that waste management units or facilities are taken out of service and closed properly; and to Facilitate revitalization of contaminated properties. earthwww.aeo-search.com 888-396-0042 Order#169298 Job#421869 261 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Environmental Records Definitions - STATE (TX) IOP Innocent Owner/Operator Database VERSION DATE: 04/20/21 Texas Innocent Owner/Operator(IOP), created by House Bill 2776 of the 75th Legislature, provides a certificate to an innocent owner or operator if their 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.The IOP database is maintained by the Texas Commission on Environmental Quality. LIENS TCEQ Liens VERSION DATE: 05/05/20 Liens filed upon State and/or Federal Superfund Sites by the Texas Commission on Environmental Quality. LPST Leaking Petroleum Storage Tanks VERSION DATE: 06/25/21 The Leaking Petroleum Storage Tank listing is derived from the Petroleum Storage Tank (PST)database and is maintained by the Texas Commission on Environmental Quality.This listing includes aboveground and underground storage tank facilities with reported leaks. MSD Municipal Setting Designations VERSION DATE: 07/09/20 The Texas Commission on Environmental Quality (TCEQ)defines an MSD as an official state designation given to property within a municipality or its extraterritorial jurisdiction that certifies that designated groundwater at the property is not used as potable water, and is prohibited from future use as potable water because that groundwater is contaminated in excess of the applicable potable-water protective concentration level. The prohibition must be in the form of a city ordinance, or a restrictive covenant that is enforceable by the city and filed in the property records. The MSD property can be a single property, multi-property,or a portion of property. TCEQ Disclaimer: This data is for informational purposes and may not have been prepared for or be suitable for legal, engineering, or surveying purposes. It does not represent an on-the-ground survey and represents only the approximate relative location of property boundaries. MSWLF Municipal Solid Waste Landfill Sites VERSION DATE: 06/04/21 The municipal solid waste landfill database is provided by the Texas Commission on Environmental Quality.This database includes active landfills and inactive landfills,where solid waste is treated or stored. earthwww.aeo-search.com 888-396-0042 Order#169298 Job#421869 262 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Environmental Records Definitions - STATE (TX) NOV Notice of Violations VERSION DATE: 02/23/21 This database containing Notice of Violations(NOV)is maintained by the Texas Commission on Environmental Quality. An NOV is a written notification that documents and communicates violations observed during an inspection to the business or individual inspected. OCP Operator Cleanup Program Sites VERSION DATE: 07/26/21 The Operator Cleanup Program oversees Operator-led cleanups to ensure compliance with RRC rules.The Sites in the Operator Cleanup Program enter the program on a case by-case basis through referral from the RRC District Offices or other RRC sections(e.g.Technical Permitting or Legal Enforcement)when groundwater has been impacted or has the potential to be impacted, risk-based site assessment is needed, or when the release consists of a unique or unusual contaminant. Operators can also choose to voluntarily enter their cleanup sites into the RRC's Operator Cleanup Program. Database is provided and maintained by the Railroad Commission of Texas(RRC)and location information is limited to what is available via the agency. PIHW Permitted Industrial Hazardous Waste Sites VERSION DATE: 10/09/20 Owner and facility information is included in this database of all permitted industrial and hazardous waste sites. Industrial waste is waste that results from or is incidental to operations of industry, manufacturing, mining, or agriculture. Hazardous waste is defined as any solid waste listed as hazardous or possesses one or more hazardous characteristics as defined in federal waste regulations. Permitted IHW facilities are regulated under 30 Texas Administrative Code Chapter 335 in addition to federal regulations. The IHW database is maintained by the Texas Commission on Environmental Quality. PST Petroleum Storage Tanks VERSION DATE: 05/04/21 The Petroleum Storage Tank database is administered by the Texas Commission on Environmental Quality (TCEQ). Both Underground storage tanks(USTs)and Aboveground storage tanks (ASTs)are included in this report. Petroleum Storage Tank registration has been a requirement with the TCEQ since 1986. RRCVCP Railroad Commission VCP and Brownfield Sites VERSION DATE: 06/25/21 According to the Railroad Commission of Texas, their 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. This RRC database includes both VCP and Brownfield site types. earthwww.aeo-search.com 888-396-0042 Order#169298 Job#421869 263 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Environmental Records Definitions - STATE (TX) RWS Radioactive Waste Sites VERSION DATE: 07/11/06 This Texas Commission on Environmental Quality(TCEQ)database contains all sites in the State of Texas designated as Radioactive Waste sites as of 2006. The TCEQ no longer maintains this site listing. SF State Superfund Sites VERSION DATE: 10/23/20 The state Superfund program mission is to remediate abandoned or inactive sites within the state that pose an unacceptable risk to public health and safety or the environment, but which do not qualify for action under the federal Superfund program(NPL-National Priority Listing). As required by the Texas Solid Waste Disposal Act, Texas Health and Safety Code, Chapter 361, the Texas Commission on Environmental Quality identifies and evaluates these facilities for inclusion on the state Superfund registry. This listing includes any recent developments and the anticipated action for these sites as documented in the annual state Superfund registry publication of the Texas Register as well as the Superfund Webpage on the TCEQ website. SIEC01 State Institutional/Engineering Control Sites VERSION DATE: 05/10/21 The Texas Risk Reduction Program(TRRP)requires the placement of institutional controls(e.g., deed notices or restrictive covenants)on affected property in different circumstances as part of completing a response action. In its simplest form, an institutional control (IC)is a legal document that is recorded in the county deed records. In certain circumstances, local zoning or ordinances can serve as an IC. This listing may also include locations where Engineering Controls are in effect, such as a cap, barrier, or other engineering device to prevent access, exposure, or continued migration of contamination.The sites included on this list are regulated by various programs of the Texas Commission on Environmental Quality (TCEQ). SPILLS Spills Listing VERSION DATE: 10/26/20 This Texas Commission on Environmental Quality database includes releases of hazardous or potentially hazardous materials into the environment. STCV Salt Caverns for Petroleum Storage VERSION DATE: 09/01/06 The salt caverns for petroleum storage database is provided by the Railroad Commission of Texas. TIERII Tier I I Chemical Reporting Program Facilities VERSION DATE: 12/31/12 earthwww.aeo-search.com 888-396-0042 Order#169298 Job#421869 264 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Environmental Records Definitions - STATE (TX) The Texas Tier II Chemical Reporting Program in the Department of State Health Services(DSHS)is the state repository for EPCRA-required Emergency Planning Letters(EPLs),which are one-time notifications to the state from facilities that have certain extremely hazardous chemicals in specified amounts. The Program is also the state repository for EPCRA/state-required hazardous chemical inventory reports called Texas Tier Two Reports. This data contains those facility reports for the 2005 through the 2012 calendar years. Please contact the Texas Commission on Environmental Quality Tier II Chemical Reporting Division as the current source for this data, due to confidentiality and safety reasons details such as the location and capacity of on-site hazardous chemicals is only available to local emergency planning agencies,fire departments, and/or owners. VCP Voluntary Cleanup Program Sites VERSION DATE: 05/19/21 The Texas Voluntary Cleanup Program(VCP)provides administrative,technical, and legal incentives to encourage the cleanup of contaminated sites in Texas. Since all non-responsible parties, including future lenders and landowners, receive protection from liability to the state of Texas for cleanup of sites under the VCP, most of the constraints for completing real estate transactions at those sites are eliminated.As a result, many unused or underused properties may be restored to economically productive or community beneficial uses. The VCP database is maintained by the Texas Commission on Environmental Quality. WMRF Recycling Facilities VERSION DATE: 11/01/12 This listing of recycling facilities is provided by the Texas Commission on Environmental Quality's Recycle Texas Online service. The company information provided in this database is self-reported. Since recyclers post their own information, a facility or company appearing on the list does not imply that it is in compliance with TCEQ regulations or other applicable laws. This database is no longer maintained and includes the last compilation of the program participants before the Recycle Texas Online program was closed. WSTMGMT Commercial Management Facilities for Hazardous Waste and Industrial Solid Wastes VERSION DATE: 12/01/20 This publication lists facilities that have permits or authorizations from the Texas Commission on Environmental Quality(TCEQ)to receive, on a commercial basis, and manage hazardous waste, industrial nonhazardous waste, or both. earthwww.aeo-search.com 888-396-0042 Order#169298 Job#421869 265 of 266 DocuSign Envelope ID:C9990AD4-3391-4F51-819E-196F69504900 Environmental Records Definitions - TRIBAL INDIANRES Indian Reservations VERSION DATE: 09/27/17 This database is extracted from select geographic and cartographic information from the U.S. Census Bureau. The Bureau of Indian Affairs(BIA)within the U.S. Department of the Interior(DOI)provides the list of federally recognized tribes. The American Indian/Alaska Native/Native Hawaiian (AIANNH)Areas includes the following legal entities: federally recognized American Indian reservations and off-reservation trust land areas, state- recognized American Indian reservations, and Hawaiian home lands(HHLs). The boundaries for federally recognized American Indian reservations and off-reservation trust lands are as of January 2017. The boundaries for state-recognized American Indian reservations and for state designated tribal statistical areas were delineated by state governor-appointed liaisons for the 2010 Census through the State American Indian Reservation Program and Tribal Statistical Areas Program respectively. LUSTR06 Leaking Underground Storage Tanks On Tribal Lands VERSION DATE: 05/01/21 This database, provided by the United States Environmental Protection Agency (EPA), contains leaking underground storage tanks on Tribal lands located in EPA Region 6. This region includes the following states: Arkansas, Louisiana, New Mexico, Oklahoma, and Texas. ODINDIAN Open Dump Inventory on Tribal Lands VERSION DATE: 11/08/06 This Indian Health Service database contains information about facilities and sites on tribal lands where solid waste is disposed of,which are not sanitary landfills or hazardous waste disposal facilities, and which meet the criteria promulgated under section 4004 of the Solid Waste Disposal Act(42 U.S.C. 6944). USTR06 Underground Storage Tanks On Tribal Lands VERSION DATE: 12/01/20 This database, provided by the United States Environmental Protection Agency (EPA), contains underground storage tanks on Tribal lands located in EPA Region 6. 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P—E��—CINC.—111 IHEEII F 2, F.1—D IND Il——E.EN`T..El'N2'l Zl��'LLTEX—N IN PIIN�— —I'Ll(IH LIEIT ENTI-1EI-N 3,NDN--IR—NIND—S IND SOPPLEMEN-=IN'GHP.—LUE S XNPL L''NV'E I B L"K L EGEND IND—DEN LUD F—F—ENT—L.IlEEN_IFI—I—L,—IH I I I—E lH'L 11 S"M N I N ...SN T12200""ID)III T-1,Ll— I N,, ECTT"&'TIlN NI IND I-IN L ND—EN�T�'NCE-H THE 4�'IEM—�P—F%�TN&'TGDEMI`Vt SIDNLTIBET F NDD I E, 0 IE 11 'o 5� o 1 0 o�� LYCNCNE,�,M,�TNENNT,NP,�p�EEM�ENN IEMENINNTITTHIEE IND Il LEZ 48 Ho`p Ip I NTI IT11 11 LL N Fl TIE C I WALDRON ROADwa �%NEM%�I'IKPNNILore=DE—INNI aL�NNOENT IND—OT OF THE PI —IES I P�TFE� N N'EEN�l_—ENT MIF11—IHIL BE INI L— �LlEl THIN 14 D— L 7�CONT—TOF SHILL N-Fy E-NEED�F IONFLIII 111E DIF— 'DN'T..DN o =0 Z LU 0 ............ + ............ - - - ................. .......... .................... o < < o KEY MAP L as e Fd A— I CROSSWALK PAVEMENT MARKINGS STREET NAME BLADE SIGN =ga IN OF PAVEMENT BETWEEN IN EDGES K STOP BAR AND CROSSWALK TAPE �1 x o0 sm¢orz NSTALL 24"SOLID WHITE STOP BAR 1 i/2 i/2 3 FROM EDGE OF GUTTER TO T ,J A- EXTERIOR LINE OF FURTHERMOST wT 7 RU MINOR STREET E�' CONTINUOUS YELLOW STRIPE [Name �'y'�Q D. v�iE _ G�'� v ' ' ,Ci 1 STEP 2:THEN 4'GAP TO L1\\ III THE NEXT CROSSWALK BARS STEP 1:START S PLACING 1 1/2 1/2' _ THE FIRST CROSSWALK BAR o AT THE CENTER Of ROADWAY LOCATE STREET IDENTIFICATION SIGNS IN THESE OR _ II NOTES: - IIIIIIIIIIIIIIIIII Ilmillllllll 1.STIR AME SILAGE MATERIAL SHALL CONSIST OF EXTRUDE MINIM,THE - IIIIIIIIIIIIIIIIII N OF NAME BLADES SHALL BE 9 AND THE HEIGHT OF L RING SHALL STREET NAME LEGEND SH4LL CONSIST OF'INITIAL CASE.FONT STREET 9'ON CENTER AME BLADES SHALL BE SERIES B.WHEN TWO STREET NAME B[-ADE ILL EACH APPROACH BE ON THE SAME ASSEMBLY,THESE TWO STREET NAME BLADES SHALL E THE SAME WIDTH. ti PLAN 2.ANTI-GRAFFITI COATING ON FRONT OF THE SIGN PLAQUE IS APPLICABLE TO ALL - G, SCALE: N.T.S. SIGNS EXCEPT FOR NAME BLADES. L _ 3.REPLACEMENT OF S)JGNS SHALL MEET 2011 TEXAS MANUAL OF UNIFORM TRAFFIC Go U o, 4"SOLID WHITE STOP BAR CONTROL DEVICES(LIMITED),AND TXDOT STANDARDS. N -(Z_RE G HEAT APPLIED, 125 MIL, CROSSWALK BARS. MAINTAIN 4'PAV PREFORMED THERMOPLASTIC) BETWEEN EDGES OF II Y K k STOP BAR AND 2' NOTES: uYd(p w w CROSSWALK 1.ALL STOP BAR AND CROSSWALK PAVEMENT MARKINGS SHALL BE 24"SOLID WHITE, U~ TYPE C HEAT APPLIED,125 MIL,PREFORMED THERMOPLASTIC.HIGH CONTRAST CROSSWALK INCLUDES 24"SOLID WHITE WITH 6"SOLID BLACK ON BOTH SIDES 4• (TYPE C HEAT AP HEAT APPUED,125 MIL,PREFORMED THERMOPLASTIC). E GAP -24"SOLID WHITE CROSSWALK 2.CONTRACTOR SHALL PREMARK STRIPING LAYOUT FOR CITY APPROVAL PRIOR TO ~ BAR(TYPE C HEAT APPUED, THE PLACEMENT OF ANY FINAL PAVEMENT MARKINGS. U 125 MIL, IL PREFORMED THERMOPLASTIC) 3.THE PLACEMENT OF CROSSWALK BARS SHALL START BY PLACING THE FIRST CROSSWALK BAR AT THE CENTER OF THE ROADWAY,AND THEN 4'TO THE NEXT CROSSWALK BARS. ��3 MAINTAIN 12'FROM LIP OF CURB NOTE: 4.DO NOT STRIPE STREET WITH ROADWAY SURFACE TEMPERATURE LESS 5BF. .W g TO CROSSWALK BAR. LONGITUDNAL SHALL BE PARALLEL Z TO TRAFFIC FLOW CASES 5.ALL CROSSWALK AND STOP BARS SHALL BE IN ACCORDANCE WITH THIS DETAIL AND THE 2011 TEXAS MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES(TMCTCD). L,L Q LONGITUDINAL CROSSWALK - DETAIL s"SOLD BLACK CROSSWALK FOR ASPHALT ROADWAYS - SCALE: N.T.S. o O m BAR(TYPE C HEAT APPLIED, Q 125 MIL PREFORMED O THf_RMDPI-STIC) 18"SOU E STOP BAR O O N m --24"SOLID WHITE STOP BAR TYP EAT APPUED,12�MIL, O Y Q RIVED THERMOPLASTIC (TYPE C HEAT APPLIED 12J MIL, _ N MAINTAIN 4'PAVEMENT PREFORMED THERMOPLASTIC a z o Q Z BETWEEN EDGES OF E O m O u Q 24"BOUD WHITE CROSSWALK o� z (/)� STOP BAR AND 2' 4' BAR(TYPE C HEAT APPLIED, CY L,L O (n o CROSSWALK 125 MIL,PREF RIVED GAP THERMOPLASTIC SCHO NE BAR - DETAIL Q m m POR LT ROADWAYS - SCALE: N.T.S. m U z 6"SOLID BLACK CROSSWALK 21"SOLID (TYPE CHEAT APPLIED, d U Y 125 MIL PREFIQKED O Q THERMOPLASTIC) 6"SOLID BLACK CROSSWALK U< BAR(TYPE C HEAT APPLIED, 125 MIL PREFORMEpp 18"SOLID WHILE STOP BAR S THI RMOPIASTIC) (TYPE SCC HEAT APPLIED 12 MIL MAINTAIN 12'FROM LIP OF CURB PREFORMED THERMOPLASTIC) TO CROSSWALK BAR. NOTE: kb b TONTRNAFFICAFLOW IN SALLLICASEPARALLEL S svo 36 of 65 �g mreo Hre< NM. HIGH CONTRAST CROSSWALK - DETAIL HIGH CONTRAST SCHOOL ZONE BAR - DETAIL STR 986 FOR CONCRETE ROADWAYS - SCALE: N.T.S. FOR CONCRETE ROADWAYS - SCALE: N.T.S. ry creazccrq zrosT .dR o cago ,aE$s$o;am £a GENERAL NOTES Ffi on concre+e oavemen+s. qs wy o y oe usea �Ng oe,oTizoz "" 2. con+ros+vna ao.mark gs sna no+ve usea ,d Snv o'%H eiacn conrras+c ne x � on vags nes 8 0: �g� aer ecr ve - 4^: vvvemrn+Moree reraer�corea avemen+mare sneer oM5 82ao. - ��iiMiiii, , l contrast ane nes snv oe go 0 o noger g S n �= 'ElT"o, .......a"ar s'wn+e gene I.ne o a macro. ane ne aee qne sna ae o as a .mo g 1 mor qs sys em aper wea r or .00r. wn + _ _ _ _ ra arkere P aeea e °pw �arvay aeyween,ne wn+e err aes ""imp o o n,e+ a,an ae+a e ..ea+ee Pavn+mar qe miomiomio liuuuvuvuuuu Woe �.wo oiomiomio (/ nmzW N S:w Emg CONTRAST LANE LINE DESIG �gN 2 >"o sae ovn+rge+ aimene;one mesa U &fix mo e rer.om m n eck CONTRAST LINE g DIMENSIONS frSo II ..."wmmUV 4 p x w U�^ .So Y o F' U MATERIAL SPECIFICATIONS [o rvo o[s�v[s pns siov etTUM�xous no��ts�vc rory nnvt+n[xt unRx[xs gus-si 3o tAuri[vaixr nMs-ezao �� q.'or 6"Wn�+.e ueriec+i ve � ...... ..............................................._ Z 5oiia II cavemen+Mvrxer W W� o s r r W cn >U e i ovvemen+mmx nq my +eros sa reev rea oeaar,menra Ma+er a vec ca ons as spec+ea ay me o one Q � Q o N ~D Q W W WW D n< �rexee oe ,aT nensPo nine W W Z ~Z eg S\ Qpm 0 Q CONTRAST AND SHADOW cn PAVEMENT MARKINGS o xz SHADOW LANE LINE DESIGN CPM(1)-14 ~ sesr37 ar65 RTmreo genun�ma. STR 986 CITI T�2, .da o cago ,aE$s$o;am Enge ofPovemenr GENERAL NOTES e oW 5 fr En e L ne ane I.,eel �` BnEnGna atlgen N %I`9o°area requ7r..7n<u.D on° oe,mzoz Dov Eege L tlne�L wn &I[ 9.ttlYer<sect ons f rootl y �02 WII YELE AGAG gfr. — cnq loner, s�ae.aiRs,berms ono snol,i°err. TI +rove ieo ways .rc EDGE LME AND LANE LINES snag be meas,�retl from+ne Tns7oe of eog,"i-+p the e ONE-WAY ROADWAY TYPICAL TWO-LANE.TWO-WAY PAVEMENT ne pf etlge ne bf tl twp one rpatlway. WITH OR WITHOUT SHOULDERS MARKINGS THROUGH INTERSECTIONS IIA MATERIAL SPECIFICATIONS ,rylu Enge or Poveme RwOeGDM r ,. �ANIA—ENT III nt 6,m n ue KERS"Ev'LECT r„ eel a" D e IL-11 A I' _w° _ us mFSlve.FOR PS.1IIIIIIIIIIIIIIIIII Eaoxy nry ° our s oc `�" PAf' IIIIIIIIVUIIIIIIIIII eITIw,Iuo a FucrvT MeaKMI s ye TRaFF c vvwWa N Dus azoo io --°,,i a Lnne L ne _ rvoi APPLIED irvEauoPLnsTIc Dur ezxo w=_ IIIIIIIIIIIIIIIIII wn PERMANENT PREFABRICATED PwvEUErvi a Rxl DMS 8240 M-1711, e°L o =o ow L o« Fn9nnellbl os spec f eo Dy ne p ons o soec f coi ons .IS P. ....... ......... RG9LIr U -- RGADwA E 3 K r g aqe L ne ALLEN,DRIyETE RWG �oa CENTERLINE AND LANE LINES a FOUR LANE TWO-WAY ROADWAY TYPICAL MULTI-LANE,TWO-WAY PAVEMENT / NVu a vI ° WITH OR WITHOUT SHOULDERS MARKINGS THROUGH INTERSECTIONS /STgo LINES IN k w g o w nr o a n,e Df P°e nt n.wnen nx. y ner n .s er no ern o I- -----------�----------------------- �r � aqe L,ne c 1" oI Wn.e ..- .:}_ a'zo�0000 'LIV 0 V V ap of o,two.Atl GPUR. ra nr q enter rntln as PR. o ° 6;min.. a D v e:n wnite ye=owln 9 moe°etl IQoo,n r°on pnsrea speea roan =°. TWO LANE TWO-WAY ROADWAY YIELD LINES °° WITH OR WITHOUT SHOULDERS ft,w ntn_z° pyp1Qtl w.tlta IG — o z o Y —y Z Q^ NOTES GUIDE FOR PLACEMENT OF STOP LINES. 0 o o > E ate A wn�Lnne EDGE LME & CENTERLINE o IF/ eliow I.�n ` 1 nignwoys p aratDetl Brien° r°r unci vine° q ways wia+rvs 6 z 0 N Z sol fa, nnmegs sngnetlsb ien h o lY D nrD t to max � veWo.... o ztrin o efren etln're eP v e'l' Stlgo e<t on<o ro W"bNusrgns �9°1 Q m (L� 0o gnsoa sora ro rtaH°n 5 Exnens on See notes 3 ate i w ore opt' a os Oetern nen by nesEng'neer.nt �. z oi —T rGrommeage e a es 2. Insib neer n ~ ° TM C-t bnr ang°e OegrentereTYPICAL TSTANDARD o metl Dn str <tl n — e+y'e tl tr' S°°: Dey E De<e er o°5°e.e n trot a es sno ° y be user w to PAVEMENT MARK 1 NGS x t°9ne. scar°g er°p,y center ars a EdQeo'n wn re LenO+n ofc utl n0 raper,tlece eros on,antl PM t t)-'G storage engtns sno be os snown on the p ons or bs C dT-d by the Eng neer. —"'- xorma.rte FOUR LANE DIVIDED ROADWAY CROSSOVERS 779;6 5 £a REFLECTIVE RAISED PAVEMENT MARKERS MATERIAL SPECIFICATIONS FOR VEHICLE POSITIONING GUIDANCE MExrMAnxlRs RlaecroRlzlm osc�oo ��` DME-6'.30 z o� l���psioiieifi`w� 5° 5 ONESIVE fOR P o," 0 bi See Oe't°I A RAEFIC PAI i 'zm D6,01120] Centerline ........................................................................ 5-Bt00 w oar Is e-A �, srnmerr.p°i°r _ _ _ v TFP`IEFA M°Pusr�c .-a:zo <g 1 TDI. vnr nuvus rw°w° err turn vne PERMaxExT PREIaBRICaIEp PevEMExt M Rx IxGS pM ° r f rY0 ir° ep� 90' 90 40' a - v o v a v a o pavement m arx n9 mate r - - --� ------- requ re°°epgrrmen+q Mgter°v Spec t cv TT IIL.A... GG m CENTERLINE FOR ALL TWO LANE ROADWAYS I , op= CENTERLINE AND LANE LINES FOR TWO-WAY LEFT TURN LANE A A wwoe IIIIIIIAIIIIIIIIII n I I i ���' I�IIIIIIIUvullllllll Yam '"�'� IIIIIIIIIIIIIIIII .e Eat -® ° n surrnpe -_ >g IN Trpe -c or II—F Type 1 ITOP Views ti w mnzo � F E;- \ 2 rp a In g8N e -c yr It-c�a »dg oEo o 0 0 oop n a In s.m CENTERLINE & LANE LINES p°' auu aQm FOR FOUR LANE TWO-WAY HIGHWAYS A A U 5 �rce Il.e-e �vce ile.e- „L ^' T LANE LINES FOR ONE-WAY ROADWAY (NON-FREEWAY FACILITIES) OOe =e - mwgr„n°rmgl rrq.r�p qn°re°rgpe tower°.ro q qr rvrr�p. Trce n Trop views rpe n A< 1 z 25 m� w DETAIL "A" DETAIL "B" DETAIL "C" _ z o GENERAL NOTES rOCe Aanes�ve CENTER OR EDGE LINE w Q V r-12_1 SECTION A Q In 1. .n Mroken lines All rolsea povemen+mgrxers poncem'.aw°y aetween O sneii oe platen n ilne wltn O O N � d BROKEN LANE LINE2.OTT RAISED PAVEMENT MARKERS o-id z REFLECTORIZED PROFILE p'gpe°+q A-I;-If +l,e lq q uo�nq� V o o N mo wo PATTERN DETAIL ' o z >m r wm DS[IG aEaEL.vE Paor E PAVEMEN.MATIE11Gs /re el ,,ten,°Tyre 59 %b o Q Qom o yrz v' °°" POSITION GUIDANCE USING �m o Q RAISED MARKERS y, -[❑ e �s. n° RELECTORIZED PROFILE MARKINGS AN.—to° A. eIqlta:,qu°r,ere. PM(2)-20 e a"IDLE LINE, opnoxAL p.EDGE o�FNL6E.xine LINE NOTE -. w pENLINE LINErEF LANE ,=e s seetT 39 pr 65 xrmreo penunnc ma. STR 986 C,yz, 4'Dorr re NOTES GENERAL NOTES mar L.4—V T_ — ones s ——------ ""—----------------- - because of°sec,'on of on s 0 roaawayt -T —ly T.1, ornerwwnare T, Ilr T� 1-1 1 neer parx'nq 1,, ,y 9t.- lI TATI 'n It,I—. AI,-T.— I dog F3 e ' au Ler F Din SpeeD(fll L III) juld"lbo`..ltXel b.1... rte I;r I an 2as. ana yea°pr an arrows. D L 30 W, —460 gT.L Treeve g to, % � I IH "T --T- ? 4s MT-11 A A M.—, NI III l(t.1, H 0.0 11"w--0-T- 1 _?o 4.Len 1 �T I', h. ana go LANE REDUCTION MATERIAL SPECIFICATIONS 11VEMENT MIRIERS REILE11.11-1 J;0 81TUMI WUS ADILSIVE FOR PAVEMENT MAIIIRI EIII RAF1"IC PAILIms 82001 A w Tyeach —IT11 lLm,-I I I TV "_____`SEE SEE REnor requ tea un ess s+°recce sewnere n me p ans. PERMANENT PREFABRICATED PAVEMENT MARN INOs 0 '"�° 06 4 -11, LT TYPICAL TRANSITION FOR TWLTL AND DIVIDED HIGHWAY I-,> �.E � A 4 -11 It.L; SEE DETAIL A T--A-A M �3 n-, TYPICAL TWLTL AT ONE-WAY STREET AND RIGHT TURN AUXILIARY LANE e an cD o Z vT_1,,,--1'ot, ily r7 In B - oo <�l SEE DETAIL 7t_ Whltg. o L, 14 it� TYPICAL TWO-LANE HIGHWAY INTERSECTION WITH LEFT TURN BAYS o z� 4 1 1 o <G� E--1 1. 4 101 11"1 1- S WT.T� IT Y" ;r g m < 3: ID TWO-WAY FIN LANES,LEFT TU z 0-1 tt 21 T-I-C o< T...11-1 1 —1-4 RURAL LEFT TURN BAYS, c:T AND LANE REDUCTION x Typi—lytl 1a va tl.I-I,of-1 ane PAVEMENT MARKINGS MEN. % T.-NAl PM(3)-20 STREET I I.1 d Line ac � TYPICAL TWLTL AT TWO-WAY CROSS STREET AND RIGHT TURN LANE DROP DETAIL A DETAIL B swET 40 T65 STR-986 .dR o ago ,aE$s$o;am STANDARD PATTERNGENERAL NOTES a ao� , sv _ °�s,oe eon,ro��en�nrersec w os,o,�Eoz r.ane warn egg .� - -, nwn c.°sn ro+ee,°ooro°cnes,o ane.°ec+ea°°oon con;„o ' eceo„e ��a ' � � owr000nes ro newiv�ns+oi lee srov or e�vnoi�zea ew2 pia s , ,' r.. �nrersec,'ons wvro°cnes,o,o ��. � v ozos.000roacnes,o nozoraow a'<w _ i e�aes.ea �.....- nor zonro cw.es °,+°ovvroacnes ro ro ro°°grace cross nqs. g oz U,,` 4e� . �� z.when aces,me r°mole srr1os snoii oe viocea zoo neer ro ons ��- ' i_.. arrer me of ace�+�em or me warn�no ae��ce. w'o .-'”-- a ,revs snwio no,oe w�aesvre°a or�seo ��„A���ry�u u84 rea oa ns,om ea envoccoraance w+n me monoroc+wer s recce.nenaa,ons. SII, ovm . rrasPS �• see rea _ z.a sr o,ovvrowea vrerormeo r e err ve con oe rrnm,ne,r°rr�c overo,�ons ���e�on. - IIIIIIIIIIIIIIIIII I IlU�llllllll .83 eenaa a,more ee,ere. °'e�nsro�yea near resmenr�e�erees, - IIIIIIIIIIIIIIIIII -Ea9e -_ E. e. , _ or ease ar :e oe sum e s a vo�emenr o n one or rronelerserr S'-e „mo a srr ne°o r ogee nn enq'neer nq m1e sT9n T,, r nm eeeesnrr ror.°moI e s,r1v & ti &;k oaQea 1171 a6pooeo ee e ,e��e M,�n„°l on untrorm crorr�°mn.ro�oe��nee � e u neer nee o AUMBLE S��y � 5�F AKAR 'NAV a 0 AHEAD __R'2iAr, uGd� x P U €� ALTERNATIVE PATTERN ,nee e>eo°�°<o°se mo,or�sre,n ewer�e pE Q.,o �' s.o,n9n °,, av Q o Amee_ r., srr - .r ul _ acrd _ ocn o ul o 7N 0 o smnm z N �o • �� z o r °es rea _ �o naw im re. „menra,r ae.re ee Q o o � 0� o z TRANSVERSE OR x Q _ n IN-LANE cn _ ane -- A�rr mnewa>ar os�e .vase. r n acme„ RUMBLE STRIPS Q rre.es w,n RS(5)-13 sar� 74�' 65 mho REQUIREMENTS FOR RED BACKGROUND REQUIREMENTS FOR WHITE BACKGROUND REGULATORY SIGNS REGULATORY SIGNS GENERAL NOTES (STOP, YIELD, DO NOT ENTER AND (EXCLUDING STOP, YIELD, DO NOT ENTER AND ll,,�";=ll V T VI-111. "I 4�5.11 WRONG*AY SIGNSI WRONG WAY SIGNS) .........ee .. LIMIT '"Pe b aaa ea asms F 7: DO NO ..... N--.111 �T WRONG] WAY TYPICAL EXAMPLES REQUIREMENTS FOR FOUR SPECIFIC SIGNS ONLY SHEETING RE—REMENTS tb SHEETING REQUIREMENTS NIAGI COLOR S ON IACE MITEIIAL USAGE COLOR I.CH FAI..MATERIAL N.—N— III —E�OR111N. .—ROUNG T11E R OR C.1STING ILL T—G —1. R�"ICT.G N X --OCIG .—I T111 R oR C.11TING LEGEND, Ano srMaoLs k— AIRI-1. Sl—F— Nn;—L--- -G 0 7 Q- - OTHER TrvR ---------------------- ----------- _RS_ L1111D. ALL 0, REQUIREMENTS FOR WARNING SIGNS REQUIREMENTS FOR SCHOOL SIGNS DEPAATMENT4 MATERI� '/ SCHOOL W.RNI.SIGN N-11 SPEED ®',,. I. u� WHEN E—A7e IN,1*1111be R��li 1*Ny 5 g G-- IS— 's.... LPSNING . .. ....I. —I cn z o < O -�2 u� o TYPICAL EXAMPLES TYPICAL EXAMPLES N wo o o SIEETI K REQUIREMENTS SHEETING REQUIRE MIGHTSan o tons UlACCRA COLOR I.Cl FACE MATERIAL USAGE COLOR I SIGN—F. 3: I TE SAII—IN, I L 0'U'RLEL$'C'E N T T11E RIL""Ll—T— lyll A 1-1— TYPICAL SIGN o TIPR IlL'R 1,1—TING REQUIREMENTS x —yLIl NIN 1—ISILIE IILI LE-1 1 11— Lll�lll L— AC1111C 101-IIIIECTIIE FIlM C—C" R. IYRE I OR 1 11—1 NI TSR(4)-13 west 42 Gr 65 ITN _. NTmreo GNnunnc ma. STR —986 11TI--T IS SIGN SUPPORT DESCRIPTIVE CODES REQUIRED CLEARANCE SIGN LOCATION C_ rg€ FOR BREAKAWAY SUPPORT PAVED SHOULDERS T-INTERSECTION SM RD SGN ASSM TY XXXXX(X)XX(X-XXXXI s-C waw................... .... T oto 0. FRP FT1.111 I IT HIGHWAY RIM R EST I ON INTERSECTION N TS t IT ISHIGHWAYbaa cone n. TERSECT INTERSECTION `h Sao AHEAD ........I..T' Y fI 1.5 IT .I a- E,T IT l M ar ? 111S, 1-1-1 1w Itll�"I�Inlltl`"III I ,ansa "I, s LESS THI AN 6 FT. WIDE GREATER THAN 6 FT. WIDE snsa germ �Tmp 1� T I—Itc I I—oV T. .I11-,1o, To, ..........�'" ' yp` 11 Ia ITT. _111IT,%1L%; 7. D I— IT. IIIIIIIIIIIIIIIIII rrm,r. I-ILIP 11 ITIP 11, TAT11 II oo R.I. lILIP III I.-t omnrr. as vase,a -------------------------------------------------------------------------------------- Wg IC 11.A III—t MISLIt, @8e cces BEHIND BARRIER 259259 a_- .A. Y,�anto Or, 3 N ,11 to conorlig,, HIGHWAY HIGHWAY Go posts c lo-ted Acceptoble INTERSECTION INTERSECTION within a 7 ft. circle. AHEAD AHEAD ij rr vt T Not Acceptable 2.1 oa 'n BEHIND GUARDRAIL BEHIND CONCRETE BARRIER 'Not Acceptable _,,T_,'Not Acceptable 7 TYPICAL SIGN ATTACHMENT DETAIL SIGNS WITH PLADUES RESTRICTED RIGHT-OF-WAY Single Signe Back!.-Back Signs u� HIGHWAY IT.—1— -1 aa, , N,Te neer- Oaaae INTE R S E C TION Low wxan .i .1 1 1 T,I—I I T I—- �xa+ mw In w. naa� na�a�a�e , <o o wnaaaer ar��naarwe9„ ,ra.w �_ azo ul �a. O 0N .°r+mn. 14To <�w TeO,Dw0ctAVVva �� CURB A GUTTER OR RAISED ISLAND 1-1.1 -,a,,— 0 CD TC�vanes r, of 11 n SIGN MOUNTING DETAILS 3: HIGHWAY Ir,� INTERSECTTIN SMALL ROADSIDE SIGNS o nocx,a AHEAD GENERAL NOTES & DETAILS k IIII,H Ill 1ex -08 SMD(GEN) 11,IT IT,I t1_ .nR o cago ,aE$s$o;am �No TRIANGULAR SL IPBASE INSTALLATION GENERAL REQUIREMENTS sLLo c[x[vns xoT[s w os,oTizoz NOTE a ono ow.�ce or �g There are vor ious devices approved �i wnra.m ra.re rai iaw w scec�r�ca.�ms. ��' q, em. IE T. iseeceirerai x°,eof for the triangular Slipbose Syst goh \ s PeOSe Plesase reference the moter'ol Producer Ei +for approved slip base systems. IIIA Pkv ® ® ® ht+pl//www.fadot.qov/business/producer ti s+.h+m o The devices shall be installed per goymanufacturers' reconmendot'ons. .b Ins+alloti on procedures shall be To 00o as m° rs e srx°e..ce.°ro ..... w zor provided to the Engineer by Contractor. 1 .111 „e ce.111.Baso. - k o o o e e �!"° e - IIIIIIIIIIIIIIIIII €° z,a. - o°°s°a.r,xor mea,.xo ro�°.�na II IIVUIIIIIIIIII —Ana.o ,x anal,mor - IIIIIIIIIIIIIIIIII „g as.000 Ill m n°..°r e o s,renq,n c o egg sz.000 rs m,n�m�n rem. zix m;nrm�.x of°na°,ton in z- �.�: .sf All.A111 h�O u, nsremwess s °ApS Ana teas L ¢o 58h < s�e°oxo.+e eno no.ce eo oea e.oeo..ne.e eno.r�.s a e�wn.+ooe.e:no no.ce eo oea ��o U o€N oc o:e n ee fe.e .... esscusse Paacsouxc NAV a Q zs uu,w o x w U W s e wo:e er:,em a m,,a rro,ono om:oee m ea,o.e eome win e..�x nan oar ti n ce. U tlA 000.e e o 0 ore Men.nes o.e s woee.ne ea or.ne..o.e.o ne a,sno oe �a cea N.n;�.. iz opo -{ ze°e.ceen eoTn o m o mo�n,s�nso.see suoix is-zi ro. In su ao scx nssu Tr ee.v.�eise,r e.v.t oieom�,oeo ooseo on s roes. Q CONCRETE ANCHOR o z z z ooh w Texas Deportment nTransportatl. O CDQ m SIGN MOUNTING DETAILS SMALL ROADSIDE SIGNS z TRIANGULAR SLIPBASE SYSTEM e°w SMD(SLIP-I)-08 v,xo sox Al.Tr 44.cr 65 Rsmreo oRnun�,va. o STR .986 �,�z, jk ------q4-- aw az s,wce 11J TF I-) D...I, B III A Detail A IP Ill I'.1r I'f me s ............. ------------- T T'- A J xe L Del.;Ipi 'o, Pl'l:I".- pia PI Il.1r Z" REQUIRED SUPPORT rvo,iDetOil E SIDE VIEW D.t.i'l r. uT 1—1 w rens pHs cn z o 12 11 r------------- < o c' uT L 2 Te".Dwlt-wr T—mrW1. 0 CD M!,E y 711, :��m 11111111111p, FRICTION CAP DETAIL SIGNMOUNTING DETAILS o p. SMALL ROADSIDE SIGNS .1-1 IT x rr 0pTRIANGULAR SLIPBASE SYSTEM z— SMD(SLIP-2)-08 sp S), 'P- 1.0.t. IT 'W'1, 10-"'.'T""11 011 0. sE[ET 45 or 65 11T1--T .dN o Cago ,aE$s$o;am DEFINITIONS COORDINATION AND NOTIFICATIONS =1,4M91,001 L""P - '.IND 3111`ED E Enc IND ND/AA wNH Es c1eaA1 ND'IT n es Drvs °Move ve cu1AA nrvo Pe°esawry =HE cans=reucE Dry z°rvE s su ED noon Drvn1=c D:n°D=urvnl c°s=s SHALL De uscusseD w=H=HE EAAFFc EHAAucH A AAAunD A wAAu AANl lupi s FINE s DE.=AHUDLD DE 3—EN N Pun vE71=HA==renFre —wTH ee PDEAT L- IND ID s e°rvsreuer Dry Ae MN MAL DELAvs AND MI N PAEENTAL HUAADs To usEAs ,EHry THE PreNLECE 1M=s nrv°nDueerv==D=He PreDLEs uwrvere Pre ore 1°MDDIv rvc=HE nc Pury nrv°YureeHAs rvc ADD=Drvn1 cANNF''F PE ASDNNEL.AND OTHER wTH N AND AD.ucENT EA EHE 711E DE=I...rvc ary=HE new=EMPDrenrev PnveMErv� Lars =eD:. ETA T eA(cnvl=AnrEc DePnmMerv=°ry nvusMery=s=°=AaEMc e. ED N THE puns Eo—AN(s cns EA HID:) o eD s(coIJSTAUCEAN).PEED zuNEs �- Ac n[M[NtEMus a NP ENALs�Em�)A cANFL CT wEH EHE E=C PLAN } rvs IPCMSA1* s e AT uL TME IN ANE SDE of "� HEADS AND DE,EEE�oN zDNEs AAE AEDu�AED. e ANN, nrvo/are=CDAAAHALLPDE TEMPure<re ILA CDUEreeD ore reEMDUED,N PreEI EACEFE °� Hnvc APPI— I`—THE °Are GGidx�ZS�� °PEDE11IN TIFF1 EHNAIIH NJD/Nl EYPi WDNA. n E Pun NF EHE 'NooNA ALL''ANE A IIN� 71E III IF TI AT11," - 1A 1, APDSED ADNAEAUCHEN ELEMENTS �� wcANTINDIN,,'ON'AAUNAs Hl =° renn°re AHALL iNAPECT ALL Ns=AUED Tms I THE F011-NA o6,mlw4 DIIANIED DEA ,Como ons)PA AE Eps�)EezEDcsD71E—1 IF 71E IFAFFE IF FEFAA SMsrvs sunt eE NNADrvn EDw E ACTNAINDA NA AND AOUAH ITA NF, ssy NACAFTEI I`— [re(emsreuric°[Pun FELL IN 11E-°r 1EEP°reum - ecs)1-011ED Fly IINIEI IND H3 D—INDN=EE a=vA°rEaasEl AIS DE oF. AA ACEN,ECD, �u- AArals ,0.2 - CnDNs SHALL FE EVERY FDUATEEN(IC--1 AE �T °AizeD_°nDMNiseA I.°. ERC(ACnvI ERAFFiC DEPAREMEM DN M , Ei u =r ALL NAI I0.3. - Ec ON5 5 ALL BE HANE MM[DA EL AIDE N7N AND LIFE ALL DECLINED FEPANIE NE(DAlDT TUE iN AR EN,m S11, LACOHCN(lARNNc ENA(=)mvAAMus=FDEAF���u=TEE=DAPD,HAN-EN DID)11 CIA N 71E All E m ENT AND IE IINA`LTINTIDE-El 01 C=IVe—E+A)NDE 11 ALL FCD,IUALL FE ILER THEED, NTIN nAnin TLv nsrv(ECIENT CMS1Re5 Fl ,2. ® 11 7 HE oHE 1111DE 11-111T IN = iTu = Hi n�! ES TD TUE OWNER.TUE DAA MAY FE AN EMPLAYEE s.s.s. F ALLDES A MNMUM AE i° E °wrvD E ere FreDM rvA ureal nrvo/DrePVE aE sE"IDSIANIEN FARM EPAUEL WJE EA EAGE p y� IF EHE OVrNER. ° DrvE i,c, relAAlo'F Mcnv)s'EM rv=n1 sc=up. �s. —E scHT lFl TTI PLAN SUBMITTAL,APPROVAL AND IMPLEMENTATION s.°' e1 CIFFFF ON re ILL"'''-N C-NA'NADecA. I I suDMHEl AY A 1.71 c,AA CAN EITHER eE AEAND—1 AE-AN DF P.vD=s=reunc TE, LF Acm) - E 7(11 mAN reDA AAEAREA DADP m EniEVCANN DccuAs EVI �MPAC,s TD Rus ADI—LDPATED ATHN TUE IIIIIIIIIIIIIIIIII ,,. PDo, °L_CCNT,IL'L = w°e 'E' IIIIIIIIVUIIIIIIIIII D TAAFMc °w'°" ��� D IIIIIIIIIIIIIIIIII FELL' "EN - AAEED DN�L n,re,NMA ADN=reDL Pu"�A Es L HnuE�.. HE Ms o E_F�reE.P FMA( OVER AND AEADAE THE AREA EA EHE AwACENINOTIE cAl'HE Esq TFAETEC DDsreuA=ED. 18. s.z,. vE(s(- AND/11 e= NTED �sMCw«o a�FZ'E.I')—HMaoRE s`ANo D`I I", s AND eElDENEA.N-HNC.A=THE F.U.-A E CNTAAc=AA AND � AAD( HME D�APDSED IF N u,1wPAAPA�A=E MANNER. v FALL I'LL HE °.,.C. EN(,m-M� Ery(,°rDn�Pre�Are=D ANv 71NreN I Y wEENs Pe�De TA,HE Pe°PDSED SART DATE DF THE aosueE TA AND YDeNAwN ADULEv s. IAL ANN s aF=(cDMPr°N PNno�=kry EN RADE eP reEAA AND ENreEAA ro ANA Fre°M=NE AUR,NME Foe NN�AL eEMEw.cNY cDMMENTs.cDNTeaaoe eesa°nsE n Mn.�MUM DE1nY A MN�MUM DF FNure=E DADI coNSTRucnoN sEouENaNc(PHASING) ;..,,auu DO E.a. - L.E.L. N m-W�PANDA ro NN�,N AETNP =SHE IN A a oak"N�IND INE=NN IF, °o`s�oa°nAFF MNOUMliRIEL LANE*ATH=of I-F TEM;E" � A 'BLreE1EnAE D-71Av,renFF�L N<11 DNeE=�°N�ALDNN=HE��N E.E. 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Ee ICNn Pe�De To r71NNc ADUD�DNAL TAD PuecHAses E,E. ,HE TTA PLAN EHHLIF L MEET,HE REDN�AEMEN DwN MNCD� °„o/Dre,=c Fu”MAA�F� WAND =N.=NL1 ID Pl N c °E was VEA-AE�M FNFlll AA A —E vmuN TUE Ai ADT ED T—I 11NINIL"CE'—AND ALL °re°Erc z IND PAI'Alm-11 T——L NOT�NTEFEE 'HEE"HoALFA,'HE w "CH THAT A 1 71 7 HE PIlIE17D suAFAI AAE NOTA ILE All 11 CHATICHNER As N cEm,F,cmTHE E�rv�s�APre o=aACcD LD=oNADree m LD T core=IE�cn=mrv. O TRAFFIC CONTROL DEVICES(TCD.) Y A PAAFE��oraL M,IN—PARTEALE CHANAEABLE ME NA IPCMAA.N En HE �'z Lan SHALL DE nxv AND THE INGRESS AND EGRESS THROUGHOUT PROJECT s'- FIACHDI,THE LIMA INELL Q Q z DE AND NCLADE DA=NOT MMNED=A,HE ,,. A= o Q ��°II o`w�;H°„loll71�rve�;°EAA`a 1 N'S aNNHF EEUP D AreNAA71n1NA 71HeN PDAA�DIE Are o o N ADM =NeLDDN° R¢FLAIPE o d E.,.L. MFS 7111 DENNTIFFFAN IS—11D IDAN D,NPANMeD ,He D71NeA IND mmN`�*aEe=`°DE�P<�M=e �u«�`2E EAA n11 Ae,APA =L. a z o > P_EAMMENCN° „o o < / o� Q� DN�A ADPeeD AP°N AHDDL SANE N�NNA=71�AE n DI w z �� ANDAAD HNHMAY ALAN o 0 oMoRA�A Qom No DEADrvs'(AAso�E�RCDE— El LL11 11CURI PIA 111FICOEa-11TAAAAr, EE. 1HIL DE=EreMNE THE MN=A INA NMEHIME AF �o o A z AEDDACE ryunsAAl N PAN NLA. PEI IENT' MEN7FE1PALLANLISFNFL Al ° oNEwHEN NAL MENCNA AIAHNITEINLA NEDCLE DDs)�;H DE TEN ME RLIT E D,TD ZZ DF °E�i C TEr,,n�E.A�P�E:A=EA - , NE" AIR7 HAT E M�A�DIFIE tiA�AwE o")'HALL°aE�ti o <M(AiA A`aE`°�aMnEAA°=a��AMRFolHIGH ALL EN, AFFECTED NY NCHllCT IN RITTIN EACH E S-PE°A NA EN 11-,IT I,Al DF Dre,D EANA=reASAN°of R`WHEN D E 1v cH 1DHDDD EEN,Ere cnMPAA. 7H IF THE DFAINC E.C.E. D,reA.��(aow DreER A��Are°uND,HE RH opC"H� �T[o�71D EMPDreaR. °.. �1�=Y=reENNHNN.BI THE ERNE DASNAY AE NAED. SNL De D AN=HE N P A ` E.C.°. AE,DDre reDD=EA,Mu cH N.Y ADNADE1 DNE-1 E. THE AANA N AE A M N MNM AN ALL—HEA PAVED SHILLFEEFH NOT NN L o=EDEa°DTons" a sHrrr 46 DT 65 _NG DNVDELNATINAN D nD,neEN==AVE' THETHAT s-11 AHnu ee FEe=. MEMENT DA= LDA.TDN,ND=Y EA�EC NAAEss AND EAAEn THAAAAUDDr TH ,HE_"rnNE EHA AAreFAEE FDre n T—EL LANE SHALL NOT DE FEss;H Duren=N"DF EHE Pre°,EA,.=uEAE MHAreEreA FEMEN DE AHED FDre DND THE =Ere FDNAN OF AAreD.,H A=LM,ED=D E DELNEn,DN DN Ea NN Pn STR 986 ESD. LANE AND IEE C MPDA�Y P MENT ND,DA HM PASMEN. �,. D D A,E AANDTDNA AT,HE,ME IF E DNADEreED ADR D ,D,HE,=A F DA�Y,A EA AAN WHEN DIED suuL BE MAINTAINED NY THE AEDAENAE(EFAMFLE DAreNDEHE Fres NDNs=reDSDN CAMRCHDR 11117 flEll 41.4 o —ILLLLU Fu PHASE A(EAST SIDE IIIA LLILL E ILI II II�IIIIIIII PHASE B SIDE) (WEST I fl IRE] El PHA!AE.BATESAT SIDE) INSET A INSET B o PART�l PART 1 � PART 2 PART 3 T PART 1 PHASE A 0 CD 1h NSETA (EAST SIDE) I 0 cn L------------- -------------- �10 00- cs <U� 0 PLAN VIEW SCALE AS SHOWN LEGEND INSET B .xRo.ago ,.E$s$o;.m �Wsti„mss s�ER ,001 ��I I Li I' IX7” 1 "■ xut�� —_.— 1 WALDRON ROAD mLi MEE M: ■U ..n I`W IIIIIIII MEE m LEGEND I� U o LJ Ex s.x o.Ec.iox -v NAV a R m VA11G, SINGLE FACILITY OF POTENTIAL ENVIRONMENTAL CONCERN(SEE STORM WATER ENVIRONMENTAL PERMITS ISSUED AND COMMENTS SHEET SECTIONVII OTHER ENVIRONMENTAL ISSUES) A711 0 O � �re Z , cl) z�.,� r I i• w o AILERON ROAD — I sax O vnaes r s s I � z zz e _ o uj Q �oo L z Ljo � /LRl KEY MAP z s Z Q e Fd O x .00�000 R. e a LAM e e (n ks - � 3x, e w wr�onox nono 3m 9 v � SHEE( R 8 0(6.J e'e :^a WINu" wn�onox nono 3az „ m e v w 'x' S7R 986 seF „v PR_T.z.... M 9 J2s,oo, I—Ij L � .00 W � J I I I Z _ Q w . : :■ M MEE MEE LEGEND U o LJ sx s,xo taus sxcsoass,scsnsx�x� � ,.INAV�a Q., uYl�p W w O o • O AD ^ o w o+ T W aow vna es W �� dN co 4 _ �.� �� L �.— —a ���s s,o o.w .z �� Q z O z O J ,.n —.,— � I � � •U o�O� O O Q oz z o0 owo a� • zm a Q KEY MAP d k§ L O o � e e e� �e <i........... WALDRONIROAD .......... ■u) --rLu Li Li z ■ MEE 11111111mm MEE LEGEND LJ ti 51 ` zo u) u) DON FROA15.............. Lu -WALDW-- Lu z Z cn goo zo LLradF-- o" ol o + = oo o < v KEY MAP Fo o o 5 65 TR 9; —U—LLJ� o "T WpLDRON UA-1 co --s Li Lu z Lu z MEE LEGEND LJ II • jr- "I + u) Lu Lu —WALDRON ROAD u) c,o IES o OO o + Ljz o o o dM < ■ < KEY MAP § � S7Rw986 Fd o7771 -7 .dRo.ago ,.E$s$o;.m O v. �!j'1 .,.oa ..... VJALDRONROAD W aow vin Es — t �W z MEE — • LL • eaz �. lillillimm MEE _.._ eLEGEND eO e cox.eoemo, � � LJ Ewsnxo cove ix�.avo.Ec.iox u01NAV I I p o o v ■ L ■..o O W■ ALDRON R .e.ea s.ee �e.ee U) o Z 4� — — — � — — — — � — � — ZW o� d� aow vA _I z IQ = J O O O z O U. = m O _O �O Q• l •Q o�m0 JO ■ z z Q I I m w cn Q 3:z Q KEY MAP d O ti 'LJ I�gU 30� R [m: » i 52oi 65 s s e SHEE e� § � S7R W 986 o � �e 4M91,001 71 Li u) r Li u) V!!!:::::—:::::WALD R Lu OWRCMD —4— Lu MEE LEGEND F--1 LJ Lj ........... R ROAD u) VLA DROK, u) Lu Lu mEs Z + <o c, o o cn z Lj o 73 o + = o o < < KEY MAP Io 531 o swET o(65 STR-986 �LLLL UJ 4 o co Li .......... ................... — — ... LU u— z . ................... MEE LEGEND cc 11�N ti o D ON ROAD—, U) LULu o w+ z ....... ................. ................... cn 01 =0 0 O + 0 0 MCCIM R < xo KEY MAP .dR o ago ,aE$s$o;am �6, O. L.——J „zozz WALDRON ROAD ..oa �s.oa .» •� �J oa a ,,. W 2 ux Es4� g; ■W LL LL L_ � z Q• �a�a �M.�rP I L:o w a a MEE ,.,■ • AIME® 4 I I I ti I � I I K LEGEND 5 01 v c P LJ - uYl�p W w 0 r N 0 I o s E • ,. Earxn case x�eraemecrox sxauoxwee xsraueo w.x..xE .. ,. �wrs or ea�x.ewaoeaevrearrc mxreo�axase.ex sr xn case a • � x�r aemecr ox sxsu xor ee s.,�o v ,� � eoa�wwwoe rxemLLaemecrw o.x. o Es..o��aa x�raemecrox sxauee xsrsueo ae oa.o.xE __ s.,w.o.�x�os.a��.o.axxaexsrxo��aa.�.aemecr � sxsuee eewmreouree rxe coxsreucr ox axasesmwa�re. z • .a 3. M��xso�kwaos o.oo..ao�.noxM s,wE.o,LLo.w.x O —_ - - - a M��xso��waos o.�o..ao��onsxaLLaE xsrauFO Pa oa.o W i W.... .xEOEwo�.ox o.E.s..o mxcvE.E aaxEis. z d■ ,e.oa -. - ,.... WALDRON ROAD OW0 S c0 I --_ --_ ---_ ---_ ----_ _. --- --. -- o C, z 0'N 0, z - o r w• N - - 'opo _0 �om Q z� I � Qz KEY MAP rL ka I Fd O ti 'LJ I�gU � -,,HHHHHgy m= SHEEi 55 or 65 s e e� + § � Ll S7R w986 �s o e C„v-T j 2-7 �e .dR o ago ,aE$s$o;am SITE DESCRIPTION EROSION AND SEDIMENT CONTROLS * n_ SOIL STABILIZATION PRACTICES: OTHER EROSION AND SEDIMENT CONTROLS: TEMPORAL'SEEDING RAINTENANIO PERMANENT PLANTING,SODDING OR SEEDINGMILITINI T Ti LINAET OTHER STRUCTURAL PRACTICES: IL.A... HE A; ALE10MANATONs EE ::: PIPE ILOIE DR IND vuuuuuu T ARE1LINA AT ONE,RPRIME FLUMES OCTON EGETlHANNEL LINENS STOPM INLET SIDMENT LOAD iiiomiomio ITDNE OUTLET _C—E, E INC NG>: CURBS AND RS _ IEWE EROsION CONTROL LOGOOTHER z U N II VAV�a Q DO oWw NARRA,IPE-SEOOENGE OE GONCTROG,ION(s*Dem WATER.—GEMENT)AGT11ITIEE_ b MEWMEOEESTE PEDDLE TRACNNO_ TOTAL PROJECT AREA �3 FAIL IGADI DAMDENED IND DUST CONTROL TOTAL AREA 10 BE DISTURBED R LOADED FAIL Fl—TO RE COVERED WTH TARRAILIN EPlEAA ART ON ROAD OVED DAIL' BITTED F ER CGNSTEOCTI NT ITAG�LaED ODNSTROOT�GN ENTRANCE OFFER El ITNI IINDITIN IF SOL I RE RE TAT RE T o zF, ow o RL Q Jo ooh z z o oz 6 z -P d Q NAME OF RECEIVING WATERSz 0 o0wo ww z w ALAN.WATERT. AD m <O PERMITS CONTRACTOR SHALL UTILIZE THE STORM WATER PGLL`TAN PREVENToN PL AN z �w w w> 0 ERGS NT(NOA'R wd UNOT>AE OFRE A'TEANDBRUCE EG R1 THE TCE NO IEPAIATE RAIMENT WILL RE MADE 101 ATCH PEI.— SHEET 56Gr 65 REmreo Denunn�c ma. 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E-1 101 OIN N.1 1.1.11 N.1 1-1 N.1 11 101 ---11F--- :::c TEMPORARY SEDIMENT CONTROL FENCE DETAIL VIII IIIIIIIIIIII II IlU�llllllll .11E�-IEFEI 1—NE1—N I 110FIE1 I—E F—A ENETNIT.N'T'�NIT'FEN'IE'E�N"E�EITEIII I —VEN'lIlFNI"INIoIIED 11 1 I.NTIll 5EDMENT F—E 6E 57EI IQ Fl— F I_I, P_T I_ .N" N, I T11-1I.M DIIN1-11 TIIN PIOI�NIEHEl lElE 11E Nll IND Mn,res O.DIFIEI 3IZED wow"E OEIH 11. �NIET%P2_0 M II�,ENYIND VIX _I III IE5 F �EEl LA 2 F 1:1EI11 �'�E4114MI411111 1 1I.M D-N) ROCK FILTER DAM AT F10 E 11-1 10 MIN EARTHEN BOTTOM CHANNEL D— A P-11E 21 1III—EED1 �=E�N ENT—lE�l IIIHI-.F-- 1—4 1— rNEI < 3 5EE N.lE I IIEN_IED ---- ---- Om oo 4 1—vND NlEl T.P 4-IN EE".TE PLAN o CURB INLET PROTECTION DETAIL SECTION A-A STABILIZED CONSTRUCTION ENTRANCE E NII T�I—E NIT 10 I—E mo Qpm z reioreNEEI�,FIEI�EoP I D"N E' `E,111�E, opEN DED 3: o ET,—D�T 3 1 N,M 1, FHE��,O��NoO �1EElp'"HEloEIED I NE%BY,�N�I PE�NGE I s. mO Z, E I— D,01ED 01 111-IIIIIETE 51-1.'HE�/4 01 1-I.NIIETE 51-1 1� 'IlT N.T 1111N 1� I TlIlNNII o 1 2 P P�MIS", D-5—)11 9��� NDC—D '�I'`F`'.111 OF III IONII IF—Ell/E lEl IF IN_l, 1-M�E'T'HOD,11 I�N IIEIT"IF o' I....I I �ND"D m,NT .NT 1 .111 NOT 1— �N 011 zw E—D 0OEN `` 1,'HE 1,01K F IlEl DIMENIINI 11 IE�l-IED ON'HE 11— 5 NECE`ZZE='N�4�1�%IBE VIo, �E Do oreTHE PFNIN P��N�� IEM— 11-1 F—ENE11.1-1 4 I'll I I, EN111NIE INII11 1 El NE IN�N I/D— 0 E� "— D—I NDN�N10�N`II—D TI I D M 11 1,1111 F IlEl IlM I I IE I IM F Tll FEE NE 55 oF Im I ��r 7,�'D ��p" '.'_ _ ,'T.,M I�, , 111—F 1`�ET N.I%��lplp.'y MINTI�Zl%ll` �I` IN I I I I FTE, _ 7 DMDE �%'N F 4'NTT�H"I ,E E_ "NI _oN o.I'N=Il 110—D I 11-N N'"I D-1�l,1111D I, "I 11DIMINT 1.1 1.1 P.NDINI.1 11DIM——IN 11N.1 1-1 Il.1'"1 110-1-1 M=o'51NE'=511'lo"E MIINIIINEI 1-11loN T1,.11 PIE-1 O�NDE��NT�HTED,.,�Tl�5NEN-�lE—11 Mll�E 5EI01EI T.E11--H NG O%Fl,� F,%D 5H"N oN'HE P-5 T�MN "N,�o oMNEENI��N`011MCI%E�MDI�N�D�I'lX`A`l�E ElIPEINDIC11 IN _E""'N ZED'T m 5 1`1 11�E I—ED IN TH E M F,�_IMED`,�,�E�'D E�,N���EDP",O,"T�,�,�,D5,ED�MN"',�,IEI�EEMDOENII�ITEIDI1_1,11ED, E. 9 �N� "E.Ep� I 'E, _N D_"I_ ,'P�,�,ND�ITI -�I,'E_,'",o"", I'll1 T I 111 11 DIOPPE KE I swu 5 �r 65 �E%N,�,5, 1 INI—Il I PlIll 111DID�l N D111-11 1.11 10 L, N"EH W 1 o "N.,"IM£Env"c Tref 4 11 ll0l0NDETl,=E,I IPEl, 1-1— VIDE15E 4EECTEElH1oH.'%F�QE 'E"DEQ�.—E'MEoO�THNEG5�_E 1EE I'H�,I �N IN E= D,N, E—E P—EMEN1. 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N. 57TTNSLL PEl N`I-G I LV�NNZ N 111-I.NE 111L�E ISET 1.1- To, IPO,�.,�DNG 111E INLETS-ISETE I-S MI�E 1-5 1, 1-4 ,"E ITSN-11N 01 NES SND-1_1 INILIDNG IIE"T IN P -1-IN - SEMEl -NG HE-Dlly -El 'HE I-Al 11- N-1 5HEEI-11EEI ZNN5171.INII�H'=115EI-El-El 11ALL�E 11IM11TE1 E E_E_NoED�N M "ESE .Nl"NL=E NL`�'ElA`EEEL'SSE 1�1-15.1-0 M DEISLI SH-OON-1.TLETE1 I-EI OT- -LL�lPTII�El,, YlNlTllElTl D MENI IE NG I -NoEIE�P�TKIN�E,�"E,%AID om"E"A" IN 111P 111--1 .1 I INI "E_E,�T OHEE,5H_ S ST 9, 5 1 1 4�STEEL MAY ES S-ED 115 �LSI)IN THE L-El D IEI�El I EN 51,�N,�_IE1115HED-EL-1-GEOST--1-IOE 1-1E �,DTHTSLNAN, -1 ISIIN I" T, E SNE_T ALL NET_L, L PI NI P III IN ND N' ,EaST ...SN 9'Too" IHST SM.-111S,-E_N INTO_1 SSE P-O,T.NEI' 0� 9 N To swET 59 Sr 65 TSEE ll.M 11.11.1PE-NE,auE Te 'I'S SN TESTEax roanIOINIONI. canrvvs 1,AT%LE�L-`Ll'IAT �ME'�TE'lESl%E=lENTEl'E-11E 01 "DO' GEASE E.1..1 1� MEM 1, 1 Sl'ZE E Z X`�'ELT� 51ED 1. 1, =NNE T1-CH-L N.1 E-LE-H P�NMIM "N�o1HP&I--1 5 N LHE'TINNTINI'N LSS NDS E N� ND, 1-1�5EllOE I EreE ENI NEE'. 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"""'Al 11 ACT IIIIIIET""E''III III E"T"'WATERLINE"All AT IECINAIIAID III CIIAT. ...I ...... .I WATERLINE MINIMUM C0No rs noT,o 7 UIREMEN All All AIP11RET TIAT. .......I''All RI IN' 111EI IIIIIIIN I'll .CA""CR,_', IPAI..T111111 WATEI I,_LLEITII ""A"I") El I=INl 1"ECAVEE ITI'LLA El" W A,14LE IT ALI PC' 1. 4" 1 4 1, A =,11A CIN=T'LILAII I",L'AT== I RA I R`E =" LE "I" "I" IT A P=,l 41D BE 11 A ARLW'ITTERILE 41 ALI 411 1 ACT AIR LA IN NIIE I'D AT 14111 111 El 14NCE I' AT C=1�1 ' "' ' / 4 4- 1' 'A"A "IT ""I _LP) I PER"'ES", R;E 4 IT .1—PIP" "I I =111ACEl' I (NI IT L"C' I AL N IAC 11"'I'lZ :A 1`E`E 11'N"LLE I I I III 11IT 11 1 1 AT 1EA1IIET I IIIEIIEI 11 LAAE 11 �Cl A IT All FIRCATI 11 1IN" "I"'IRAN"' 4 4 4 1" WATER=CLIP " CC CIATTA'1�11EI INE ITTEEIRAVE 4 01 TYP.PIPE TRENCHING,BEDDING AND U"R11 41 D"ECTER 4" AT VICE I'D III PLEE 4'p"P"4'E I'll AAE LLCIA, VE EIACI—I IN CDC AN...TITE,AN TLEE LAID ACT"NAR"T"114" ALL MABAS No, W4CEIT", 4 AN"LENILLE 11 IRIIIEI 41 4 AIBBE—TICE LLE......REE 111 11 A_ BACKFILL FOR WATERLINE I— 1A,A 'All t Q) A ll, IINII ADILVEIRIC IIINEAL AA I I IAN I CR AITICIRATD I"C, ,", "'ARE C "'�E ami � IT NLRA 1 1-1AKE SAII Al RE S AS DIIE TED I I Ell D ALE I 15ION INSAEOTVA 41 m ICALEASE IF CLENTRACI vercE. WATER15REAT WILL BE NOTICED LIVER TO ALI CRACGES TV 111—11 RIE—ITTERATI ALAT--IT— —IT RE IICEAE III GEN AL NOTES FOR BACKFILL 11 T11111111AI C'A 1.11,11tIVE AND 11A I RE A LEE - EIIA111A IN EIIIIEI 4'p"""'AL AT AtI ....N"CoN'REE -1K'"B'PLACID IELAR'ALI"'I X� rs�IRIVI Aao (GREACER IIAN IPE) 12 ABOVE P ELIE11 WIERE LIVIIII�R IWIVEL IITL111I ARE ILLAER ABLE"RAT—ILE AICTCFIE,"THE WATER DIVI101— UNPAVED AREAS PAVED AREAS ,A IEII All III E11IA1 1111D TIIETLAI 11 IT—1-1 DIIII 11,1111,1111,11,1,, ""' "I I "I'—,—" A —11"1—1I 1—1. 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Ivo.rascrer.c corure �¢�o �SII EXTENSION DETAIL IIIIIIIIIIIIIIIII I'll �>,ure ur,rer � are �� no.,o scw� IIIIIIIII�IIIIIIIIIII ��aEu �„�,� „�„ — IIIIIIIIIIIIIIIII � s a�rore or renac�r uu oq c — T c cuncrecr.rerenn recn�.rerrenu _ �� o€�� warm urm�vurescu say. 8 j u��6 � _ 5`11 sna ic,r — U ua ten�reun ua ae vreuvmcu s: rore�z u o iie" ' FIRE HYDRANT ASSEMBLY DETAIL(TYPE 1) wnu;�onrecre oWw �ra�o e- VALVE BOX DETA/L VALVE BOX DETAIL T o @ PAVEMENT @ NATURAL GROUND ,u r��ccreu °N no.,o s�� N�xa��s�u ur reuvs<o�„ooreuxro xa��uurEs ��. U PICK NO TCN••���� nsru urroonu no.,o srK� w u�,rmrxr � w Q w w n o w D P�rrre� o 0 0 0 �� EE"�� , �o�r nre n rer�re �xr o o cu� eF T z o N o N Iwo _ �w �9�=w,rer=°. m U am�nre��crea�, r e 1,11 11 Pore, more� rerun n�n nr111 afoot„�r,reun�u�ruru,�e�x� 65 DoreuPra�:cmc nm=a scwc LIDNo.DETAIL ws 7;Ti9;6F/RE HYDRANTASSEMBLETA/L(TYPE 2J FIRE HYDRANT ASSEMBLY DEAL(�2) cT, .dR o ago ,aE$s$o;am �P M11FF IIFFFNLIFILON OE IOIMFIM MIEL,NO EEFONTFICIDl . FELD a,E".Lo..,�IN =�LE=._OTHE1 mFHeMA,�ON NEEOE.,O"IFFEILNATELINE,I'M E IFIC,TI (HOYHE ELNr _«CIOIF)NENEOe1EMEM°�as ) VLO e,EPT T.FEc OMeIN.PEHEseaNe PER THE—KIEL �;� Nue oa allo uoPE awu INC'Ncs 3 pes%eLo TON SN ME a� iHVT C-C LIFE C11 C 1.1 FPLo TUE TOP aE cOaeEL s, ILCI ETI �o supPEs orzz LD X02 FOP NCINT COMPLY D3753*11-1�111CFI PIPE--1F —11F—IOIIIL P. T11C. L PIONOE OM iKktO JJw �o€ a TO FIT EVENLY ON eENCNEC oa 'Es oOF To EVENLY PrT N M 0 sfa o Exis uNEs wiTu�uiE LOPE�Viv c a P M°STNp mTo�E o p COFFCIP--NP. O EM��OH HT. a. Qo _ III A IM NS-"`.LFPBEMEB10NTion re* A eE EEL Oe) IF M�NOc O o e �' E TOEc o°s!oR - coNNECTIoNE�M ora-Ol—, o IIIIIIIIIIIIIIIIII 1—ION w,LL _ II IIIIIIII IIIIIIIIIIIIIIIIII PNCFNF _CMCIITI MI NICE, Pee n. Msmc PAPE.1110 waTEP soP nssEMeLY Pa1 104 -- oP Loo( E=�nmO NINCH m Puce ,o eEMmN o To _',"'C' e DINICLeo cw iso Neem O<5i :. ose-IOIDIMaCINON IOCIFIL co tMMeO,o e eNLIw. E�s<EEL HE,wm i IlMCPI a oo IN H o Oeo;°��P`s,o°are�Peo°Eoe�auai� PeePo�o e� o L oe NVV� X FT eEo eEeuu,w o E-1-cONIIELE FOOTINCMLLE ELL – eE.N FRP INSERT REHABILITATION OF EXISTING MANHOLE FRP INSERT PIPE SEAL DETAIL NOT TO I—E Nm,O scuE �- E U '/P"LE'EMMI (1)oia VENF'OL (C)T 1/1'aosEN PiOLL.— OIHIME EOOE or ONC ana'L,MaNET E aIE 0IE rI aCFF NL INVOLE wuL.1111 1s'T% ciENTH.cLEue Z I TLE CENT"FOOicuRPIO Q oOFEa _ E IEST OOHLL Z Z �NFe'svacE Eo VMMODF NLLF, (*O eE Mncuir�Eoj 3 (ao oLoos LE)NAND Susie£ooPEP TE oN.TLE O O O (n w OF FIE CLY N ~O111 w w S COeVER PLAN VIEW � EeOM 111 IFOYCLEO METE,MLC,THE OONTH,M ALL PHOMeE cE'�E�FDT�ON. E:o R o a MOF owo w m SCALE /P' NEPOpsEti; ePENme -- -PDAN 3:m w cLPEH R PE EeeNDI 14 E##`1-'N o a� O 0 0 - sPEc�na,�oNs U o(L( FOONDLY Naoi;3ea PEP MNOEOCTOHEe OONOHY FMAME ' PEH M,NOEAITOHEH r1i OIL e E OEMOEO EOO,N��E N THE Os s sNesr 62 Fr 65 No NOT NLENOED EOe MNNEO ENLNY. e oRA NO -- SECTION OF RING&COVER RING&COVER APPROVED LIST STR .986 NOT TO>ONE d z, SUMMARY OF CONCRETE DRIVEWAYS CONCRETEPAVEMENr ASPNAL TPA VEMENr wane-Cl/RS mms-CB.G DRVEWAY Da vEWAY m�O woTre'W oMENSEN c oMENSON S oMENSEN B oMENSEN A sAT aN (FU (FF.) (FU 6T.) (FT) (CONCRETE) (C—RETE) (A S (PRI—E)(SADI v.IE ouE IE Eg Vy° .0 rv+/zl� /zl os,miwrz vFrv.Fre r.Peti vry M uov reF vu F.Fv it oRrvEwnv mom w.is Rss.re.ry,a' o � e.re® a-mrvc case o: �r o Purvs m¢ o III vID D Eo —11 ?g 11 Eo Ea g a- Ivreoacm mN� �i=EEoi Ewn„z [111 IF 1111cre oEEoi Ewa. _ ISI' _ HcaAmp 1� IIIIIIIIIIIIIIIIII _ � II II�IIIIIIII .Du,l.Ere 11) IIIIIIIIIIIIIIIII DE,wu Du,rere rnlz) rniz)n DF Il -_ I IT Fl— -11 F.1-IT urea Ere tPnv nss FEre) cure Gogo ore mrvcreE*E a,m.+,x cures dig � 2 PLAN `6z v a C. OR/I�EiY.4Y/Y/TN T/EO S/OEiY.OLAf DRIVEWAY IMPROVEMENTS ARE NOT INTENDED FOR m.c-E THIS PROJECT;HOWEVER,THEY MAY BE REQUIREDw �"�� x AT NECESSARY LOCATIONS.THESE DRIVEWAY a CONCRETEPAImEMENT ASPNAL rPAVEMENr DETAILS ARE INCLUDED FOR THIS REASON. o W/TN6^CURB /t%TN6^C6G � M PEI ) /owr�scuFouEE Bo NF/s1)M w S) U iE oreivEwnv wi I is EEss E� ga xFOE sxawry ory orenwmcs p N Q LL r PreaPErerc urvE — _ Q x� s_.sNvEciuuvu,civaIcu�usou aizcouasvxoFUF.ErvEiwrvFvEEz (On mureiaRrvoerar Eswss a Eseirva aI'l +osouoE=IaFrvuaamwEocrvo.w."ssns wxINI of 11 O r= °TN' F° szoN Q z ca,oau_o n_ M ,) a.c.,aoEm n. cu x r cR Oz >J J w O �m �Q z O~ novn cu,=Ea EDM c,�cry ua ,Ea sEE ovn.cu,Ea DoE a�E zm 1A. s<.111 n1µon"D III SERs � U O D�T<E) Ec urea O aln cwTn D�RR�Ecr,�,as=�aE s,oz.=Fxss zME s<,D,Es U F—E ore corvcreA I— DIl11111an. m cures .Fa) Ew Ha�'coHcaF,E a D— ac.,o 1——oreNEwnY,o EIE IMI PLAN seeEr 63.Dr 65 ON/l/EWAYW/rHOETACHEO S/OEWALK --- N.1 1. SPECIAL NOTE:m,c E T TYTHEE PE DF ER WAY TO BE DETERMNED BY o STR 986 B,�z, ...... I'll 11-1 Do, sots) mw RE 11 1 Dr .10 '111 lo," R O ooa SECTION ILE- ,ORM-I Y IVIT11 rl-W SIVEWALA' rilp.117RIV-I rlIffAlaffR CURB DETAIL IIIIIIIIIIIIIIIIII II II — o') 1'1'Y'l'L'llE' E 'E�ry I'l o�RE El Fl, ILOIE 1.1i FT.ol`�Ro�`IEEEE�_E re IT011 111 1001 lo FILL 1.11- E_D_p —E.11 1—.1 —1 _M—)CERIE 111- 01 TORT ERT �" N 11-11101 TORT 14 E- �0 L F E #4.15 am TIP 'Ell "ol SECTION COAII VRIVEWA V TO 'PRIVEMA v fflZ)v'a.-rAc)vElp Siff-'WAZAI ASPHAL TPA )r1.--1Nl7,&7A1L tr cn o c' ONLI DRIVE I WITI TIED SIDE-1 5 DRIVEWAY IMPROVEMENTS ARE NOT 5 INTENDED FOR THIS PROJECT;HOWEVER, m TT THEY MAYBE REQUIRED AT NECESSARY 3:CE, 3/4 — u D-L 77 LOCATIONS.THESE DRIVEWAY DETAILS o '4 P) ARE INCLUDED FOR THIS REASON. ore"NENETET C'0'N,0E1E,nEre E—ERT PLAN SECTION -E N.T 11RTE :111,1,1�54 re";65 T� 9 6 '7'R"T .dR o ago ,aE$s$o;am M STANDARD DRIVEWAY DIMENSION oo�sn Dour mrvoN D—T111 D") ffW) (I") ory*s awl lad 3.� q 1 1503 V5ocmiwrz as ri 1R% r - X08 F3 ?) rw/) rvo�oirv�amuiaEo frb) Cw/9DPN6E OF No 5 ja A� ovrc currEa v LU or r MaY eE cNaNc[o ev ENc. iE w ,s nwr yn Enorvs ory ioM Drol () mn.a cuaa s wmra) MAL rw� eE�o RaI LEGEND(DRIVE TYPE)E TYPE/C/BRIVeiMY TYPE/S/OB/VZMAY C �I DI E_y I� rvo„o I—E No„o I"` N< -aEwa. =ie� ��I�IIUWIIII�II�I as- wa. - IIIIIIIIIIIIIIIIII DIDEI 1— EIA -- Ise . �arva ° o-. x also sl- U ��A` II as(caror earwT y I s p 'NAV a Q'm «oE wren - m tMnt II uYl�U k o EmuJsoN aoiMs nrr> oNaN TYPES17MW&/Ti fS/BRIV.-AVA rvo,,o I—E U twit (vrz) (wi> M) r fu> sairvr(,.a)so CP aaEary urvE� - ow+. uizt ry*iNuou . I I L I I CP DTI E� Z Z Q Q co N rvuou RIwn. O O ak.or wren Z~ W > sZON Q(_n ��Z 0 W 6J 6lMarJ fEl f Mar> aoirv*nrr>soN L.J ZO �J m TYPES/if1RA/&/i9CA/OR/VZW.7Y TYPES/bfRB/d/MCS/OR/4EWA J1 m U o Nw,o I—E rvo.,o s— U O U DRIVEWAY IMPROVEMENTS ARE NOT INTENDED FOR THIS PROJECT;HOWEVER,THEY MAY BE REQUIRED AT NECESSARY LOCATIONS.THESE DRIVEWAYs s..... or 65 DETAILS ARE INCLUDED FOR THIS REASON. «oRo DRAWN No. STR 986 ",�z,