HomeMy WebLinkAbout032024 ORD - 02/18/2020 Ordinance authorizing a Wastewater Force Main and Lift Station
Construction and Reimbursement Agreement with Tamez Development
Corporation to construct wastewater force main and lift station for a
planned residential subdivision located on CR-43 with a completion date of
February 28, 2022; transferring $300,000 from the Sanitary Sewer Collection
Line Trust Fund and $200,000 from the 4030 Water Distribution Main Trust
Fund to the Sanitary Sewer Trunk System Trust Fund; and appropriating
$1,965,620.00 from the Sanitary Sewer Trunk System Trust Fund to
reimburse the Developer per the agreement.
WHEREAS, the Developer, in lieu of submitting a plat, has submitted a Land
plan which is to be platted and developed in the future, to wit: approximately 281 acres
out of the South-Half of Section 6, Laureles Farm Tracts;
WHEREAS, under the UDC, the Developer is responsible for construction of the
wastewater force main and lift station ("Force Main and Lift Station");
WHEREAS, under the UDC, the Developer is eligible for reimbursement of the
Developer's costs for the construction of Force Main and Lift Station;
WHEREAS, it is to the best interest of the City that the Force Main and Lift
Station be constructed to its ultimate capacity under the City's applicable Master Plan;
WHEREAS, Section 8.5.2.E.4 of the UDC authorizes the acceptance of
applications to be eligible for reimbursement in the future when funds become fully
available in the Wastewater Trunk System Trust Fund and are appropriated by the City
Council; and
WHEREAS, the Developer has submitted an application for reimbursement of
the costs from the Wastewater Trunk System Trust Fund for installing the Force Main
and Lift Station; and
WHEREAS, after a public hearing pursuant to UDC §8.5.1.C.4 & §8.5.2.I, City
Council finds the transfer of $300,000 from the No. 4220-21801 from the Sanitary Sewer
Collection Line Trust Fund and $200,000.00 from the No. 4030-21806 Water Distribution
Man Trust Fund to the No.4220-21800 Sanitary Sewer Trunk System Trust Fund is
necessary to better carry out the purposes of this Unified Development Code.
BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF CORPUS
CHRISTI, TEXAS:
SECTION 1. The City Manager or designee is authorized to execute a Force Main
and Lift Station Construction and Reimbursement Agreement (Agreement) attached
hereto, with Tamez Development Corporation for the construction and installation of
a 6-inch wastewater force main line and Lift Station, for the development of the
future property known as Kings Lake Phase II, Corpus Christi, Texas. LL I
SECTION 2. Funding in the amount of $300,000.00 is transferred from the No.
4220-21801 Sanitary Sewer Collection Line Trust Fund to the No.4220-21800
Sanitary Sewer Trunk System Trust Fund. 032024 U
SECTION 3. Funding in the amount of $200,000.00 is transferred from the No.
4030-21806 Water Distribution Man Trust Fund to the No.4220-21800 Sanitary
Sewer Trunk System Trust Fund.
SECTION 5. Funding in the amount of $1 ,965,620.00 is appropriated from the
No.4220-21800 Sanitary Sewer Trunk System Trust Fund, to reimburse the
Developer for the construction of a wastewater lift station and a 6-inch wastewater
force main line, and construction improvements in accordance with the Agreement.
That the foregoing .Hance was read for the first time and passed to its second reading on this
the `I�day of , 2020, by the following vote:
Joe McComb Michael Hunter ALti
Roland Barrera Ben Molina /Tk"e
Rudy Garza , 1 Everett Roy
4
1
Paulette M. Guajardo �v� Greg Smith AQ
Gil Hernandez
i\lt
That the foregoing ordinance was read for the second time and passed finally on this the I
ell
day of i 020, by the following vote: n
Joe McComb Michael Hunter 1 .
Roland Barrera NI Ben Molina /`'
Rudy Garza Alk- Everett Roy
Paulette M. GuajardoPI-ye , Greg Smith Alt
'
Gil Hernandez 4
PASSED AND APPROVED on this the L0 day of , 2020.
ATTEST:
gAwitekt —:-__
Re 4cca Huerta
q
cComb
City Secretary •r
032024
WASTEWATER FORCE MAIN AND LIFT STATION CONSTRUCTION
AND REIMBURSEMENT AGREEMENT
STATE OF TEXAS §
§
COUNTY OF NUECES §
This Wastewater Force Main and Lift Station Construction and Reimbursement Agreement
("Agreement") is entered into between the City of Corpus Christi("City"), a Texas home-rule
municipality, and Tamez Development Corporation ("Developer"), a Texas Corporation.
WHEREAS, the Developer, in lieu of submitting a plat, has submitted a Land plan which
is to be platted and developed in the future, to wit: approximately 281 acres out of the South-
Half of Section 6, Laureles Farm Tracts, as shown in the attached Exhibit 1, the content of such
exhibit being incorporated by reference into this Agreement.
WHEREAS, under the UDC, the Developer is responsible for construction of the
wastewater force main and lift station ("Force Main and Lift Station");
WHEREAS, under the UDC, the Developer is eligible for reimbursement of the
Developer's costs for the construction of Force Main and Lift Station;
WHEREAS, it is to the best interest of the City that the Force Main and Lift Station be
constructed to its ultimate capacity under the City's applicable Master Plan;
WHEREAS, Section 8.5.2.E.4 of the UDC authorizes the acceptance of applications to
be eligible for reimbursement in the future when funds become fully available in the Wastewater
Trunk System Trust Fund and are appropriated by the City Council; and
WHEREAS, the Developer has submitted an application for reimbursement of the costs
from the Wastewater Trunk System Trust Fund for installing the Force Main and Lift Station, as
shown in Exhibit 2, the content of such exhibit being incorporated by reference into this
Agreement.
NOW,THEREFORE, in consideration of the mutual promises and covenants contained
in this Agreement, the parties do covenant and agree as follows:
1. REQUIRED CONSTRUCTION. Developer shall construct the Force Main and Lift Station in
compliance with the City's UDC and under the plans and specifications approved by the City's
Development Services Engineer.
2. PLANS AND SPECIFICATIONS.
a. Developer/Owner shall contract with a professional engineer licensed in the State of
Texas and acceptable to the City's Development Services Engineer to prepare plans
and specifications for the Force Main and Lift Station, as shown in the attached
Exhibit 3, the content of such exhibit being incorporated by reference into this
Agreement, with the following minimum requirements:
Page 1 of 8
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b. The plan must be in compliance with the City's master plans.
c. Th
e-plansanetspecfications mustcortipfy wf�h the City's Wastewater Standards Detail
Sheets and Standard Specifications.
d. Before the Developer/Owner starts construction, the plans and specifications must be
approved by the City's Development Services Engineer.
e. The wastewater extension plans and specifications must be submitted for review by
the City within 45 days of approval of this Agreement by the City Council.
3. SITE IMPROVEMENTS. Prior to the start of construction of the Force Main and Lift Station,
Developer shall acquire and dedicate to the City the required additional public utility easements
("Easements"), if any, necessary for the completion of the Force Main and Lift Station. Where
portions of the proposed Force Main and Lift Station reside on City land, easements necessary
for the Force Main and Lift Station will be granted by the City upon agreement of the metes and
bounds.
4. PLATTING REQUIRED. Within 45 days of execution of this agreement, Developer shall
submit a master preliminary plat application for future consideration by the Corpus Christi
Planning Commission for the area in the Land plan attached in Exhibit 1.
5. DEVELOPER TO AWARD CONTRACT FOR IMPROVEMENTS. Developer shall award a
contract and complete the Force Main and Lift Station, under the approved plans and
specifications, within 24 months from the date of the approval of the Force Main and Lift Station
plans by the City.
6. TIME IS OF THE ESSENCE. Time is of the essence in the performance of this contract.
7. PROMPT AND GOOD FAITH ACTIONS. The parties shall act promptly and in good faith in
performing their duties and obligations under this Agreement. If this Agreement calls for review
or inspections by the City, then the City's reviews or inspections must be completed thoroughly
and promptly per published timelines.
Page 2 of 8
8. DEFAULT. The following events shall constitute default
a. Developer fails to engage a professional engineer for the preparation of plans and
specifications by the 10th calendar day after the date of approval of this Agreement by
the City Council.
b. Developer's professional engineer fails to submit the plans and specifications to the
City's Director of Engineering Services and to the Development Services Engineer by
the 45th calendar day after the date of approval of this Agreement by the City Council.
c. Developer fails to award a contract for the construction of the Force Main and Lift
Station, according to the approved plans and specifications, within 9 months after the
date of approval of this Agreement by the City Council.
d. Developer's contractor does not reasonably pursue construction of the Force Main
and Lift Station under the approved plans and specifications.
e. Developer's contractor fails to complete construction of the Force Main and Lift
Station, under the approved plans and specifications, within the later of 24 months from
the date of City Council approval of this agreement or 24 months from the approval of
wastewater extension plans by the City.
f. Either the City or the Developer otherwise fails to comply with its duties or obligations
under this Agreement.
9. NOTICE AND CURE OF DEFAULT.
a. In the event of a default by either party under this Agreement, the non-defaulting
party shall deliver notice of the default, in writing, to the defaulting party stating, in
sufficient detail, the nature of the default and the requirements to cure such default.
b. After delivery of the default notice, the defaulting party has 15 business days from the
delivery of the default notice ("Cure Period")to cure the default.
c. In the event the default is not cured by the defaulting party within the Cure Period,
then the non-defaulting party may pursue its remedies in this section.
d. Should the Developer fail to perform any obligation or duty of this Agreement, the City
shall give notice to the Developer, at the address stated in section 11, of the need to
perform the obligation or duty and, should the Developer fail to perform the required
obligation or duty within 15 business days of receipt of the notice, the City may perform
the obligation or duty, charging the cost of such performance to the Developer by
reducing the reimbursement amount due to the Developer.
e. In the event of an uncured default by the Developer, after the appropriate notice and
Cure Period, the City has all its common law remedies and the City may:
1. Terminate this Agreement after the required notice and opportunity to cure the
default;
2. Refuse to record a related plat or issue any certificate of occupancy for any
structure to be served by the project; and/or
Page 3 of 8
3. Perform any obligation or duty of the Developer under this Agreement and
charge the cost of such performance to the Developer. The Developer shall pay
to the City the reasonable and necessary cost of the performance within 30 days
from the date the Developer receives notice of the cost of performance. In the
event the Developer pays the City under the preceding sentence and is not
otherwise in default under this Agreement, then the Agreement shall be
considered in effect and no longer in default.
f In the event of an uncured default by the City after the appropriate notice and Cure
Period, the Developer has all its remedies at law or in equity for such default.
10. FORCE MAJEURE.
a. The term "force majeure"as employed in this Agreement means and refers to acts of
God; strikes, lockouts, or other industrial disturbances; acts of public enemies;
insurrections; riots; epidemics; landslides; lightning; earthquakes;fires; hurricanes;
storms; floods; washouts; droughts; arrests; civil disturbances; explosions; or other
causes not reasonably within the control of the party claiming the inability.
b. If, by reason of force majeure, either party is rendered wholly or partially unable to
carry out its obligations under this Agreement, then the party claiming-force_majeure ------
-
shall give written notice of the full particulars of the force majeure to the other party
within ten (10) business days after the occurrence or waive the right to claim it as a
justifiable reason for delay. The obligations of the party giving the required notice, to the
extent affected by the force majeure, are suspended during the continuance of the
inability claimed but for no longer period, and the party shall endeavor to remove or
overcome such inability with all reasonable dispatch.
11. NOTICES.
a. Any notice or other communication required or permitted to be given under this
Agreement must be given to the other party in writing at the following address:
1. If to the Developer:
Tamez Development Corporation
823 Kinney Street
Corpus Christi, Texas 78401
2. If to the City:
City of Corpus Christi
Attn: Director, Development Services Department
2406 Leopard Street 78401
P. O. Box 9277
Corpus Christi, Texas 78469-9277
with a copy to:
City of Corpus Christi
Attn: Assistant City Manager, Business Support Services
1201 Leopard Street 78401
Page 4 of 8
P. O. Box 9277
Corpus Christi, Texas 78469-9277
b. Notice must be made by United States Postal Service, First Class mail, certified,
return receipt requested, postage prepaid; by a commercial delivery service that
provides proof of delivery, delivery prepaid; or by personal delivery.
c. Either party may change the address for notices by giving notice of the change under
the provisions of this section.
12. THIRD PARTY BENEFICIARY. Developer's contracts with the professional engineer for
the preparation of the plans and specifications for the construction of the Wastewater Extension,
contracts for testing services, and contracts with the contractor for the construction of the
Wastewater Extension must provide that the City is a third-party beneficiary of each contract.
13. PERFORMANCE AND PAYMENT BONDS. Developer shall, before beginning the work
that is the subject of this Agreement, execute a performance bond if the contract is in excess of
$100,000 and a payment bond if the contract is in excess of$25,000. The performance and
payment bonds must comply with Texas Government Code, Chapter 2253.
14. WARRANTY. Developer shall fully warranty the workmanship of and function of the
Wastewater Extension and the construction of the Wastewater_Extension for a period of one --
year from and after the date of acceptance of the facilities by the City's Director of Engineering
Services and Development Services Engineer.
15. PLATTING FEES. Upon platting, the actual wastewater system lot/acreage fees may be
credited in accordance with Corpus Christi Texas Unified Development Code§8.5.
16. REIMBURSEMENT.
a. Subject to the conditions for reimbursement from the Wastewater Trunk System Trust
Fund, availability of funds, and the appropriation of funds, the City will reimburse the
developer the reasonable actual cost of the Force Main and Lift Station in an amount not
to exceed $1,965,620.00. Reasonable actual costs are attached in Exhibit 4; the
contents of such exhibit being incorporated by reference into this Agreement.
b. The City agrees to reimburse the Developer on a monthly basis upon invoicing for
work performed. The reimbursement will be made no later than 30 days from the date of
the invoice. Developer shall submit all required performance bonds and proof of
required insurance under the provisions of this Agreement.
c. The final 5% of the reimbursement will be held in retention until such time the City
accepts dedication of the Force Main and Lift Station.
d. To be eligible for reimbursement, the work must be completed in a good and
workmanlike manner and must have been inspected and accepted by the City. The City
agrees to conduct periodic inspections and approve the progress of the work at key
points during construction.
e. In the event that this Agreement is terminated by the City as a result of an uncured
default by the Developer and at a time when there has been a partial completion and/or
partial payment for the improvements, then the City shall only reimburse the Developer
Page 5 of 8
for its costs that were legitimately incurred towards the completion of the improvements
that have been inspected and accepted by the City up to the time that the uncured
default occurred.
16. INDEMNIFICATION.
DEVELOPER/OWNER SHALL FULLY INDEMNIFY, SAVE, AND HOLD
HARMLESS THE CITY OF CORPUS CHRISTI, ITS OFFICERS,
OFFICIALS, EMPLOYEES, AND AGENTS (" INDEMNITEES") FROM
AND AGAINST ALL SUITS, CLAIMS, DEMANDS, ACTIONS, LOSSES,
COSTS, EXPENSES, LIABILITY, DAMAGES AND JUDGMENTS
RECOVERED FROM OR ASSERTED AGAINST CITY FOR ANY AND
ALL PROPERTY DAMAGE OR INJURIES SUSTAINED BY ANY
PERSON, INCLUDING WITHOUT LIMITATION, WORKERS'
COMPENSATION, PERSONAL INJURY OR DEATH, ARISING FROM
OR INCIDENT TO, BE CAUSED BY, OR BE IN ANY WAY CONNECTED
WITH THE CONSTRUCTION OF THE WASTEWATER EXTENSION.
17. DEVELOPMENT OF LAND. This Agreement is to encourage the development of the land
within the boundariP he.East_L ondon_Area Master Wastewater Plan;ineludinginitially-a- -----
section of that portion of Tract II as described in Correction Warranty Deed having DOC#
2015011169 containing approximately 281 acres and incorporated herein as EXHIBIT 5
18. ASSIGNMENT OF AGREEMENT. This Agreement or any rights under this Agreement may
not be assigned by the Developer to another without the written approval and consent of the
City's City Manager.
19. DISCLOSURE OF INTEREST. Developer agrees, in compliance with the City Ordinance
No. 17110, to complete, as part of this Agreement, the Disclosure of Interest form attached to
this Agreement as Exhibit 6.
20. EFFECTIVE DATE. This Agreement becomes effective and is binding upon and inures to
the benefit of the City and the Developer and their respective heirs, successors, and assigns
from and after the date of final execution by all parties.
21. AUTHORITY. The person signing this Agreement on behalf of each of the parties
represents, warrants, and guarantees that they have authority to act on behalf of the party and
make this Agreement binding and enforceable by their signature.
22. TRUSTEE LIABILITY. The City is executing this agreement as trustee of the Wastewater
Trust Fund pursuant to UDC §8.5. The City is acting as trustee to further its governmental
functions of providing water and sewer service. Texas Constitution Article 11, Section 3
prohibits the City from becoming a subscriber to the capital of any private corporation or
association, or make any appropriation or donation to the same, or in anywise loan its credit. As
such, the City's participation as Trustee does not create a loan of its credit. Execution of this
agreement constitutes a promise to pay only to the extent that the assets and future assets of
the trust are sufficient for such purpose and it is expressly agreed that any judgment will only be
satisfied out of the assets of the trust and not out of the City's assets. The City is excluded from
personal liability.
Page 6 of 8
23. PAYMENTS, CREDITS AND DEFERRED REIMBURSEMENT. All payments, credits,
priority of reimbursement, and deferred reimbursement shall be made in accordance with
Corpus Christ Texas Unified Development Code §8.5.
24. DEDICATION OF WASTEWATER EXTENSION. Upon completion of the construction,
dedication of Wastewater Extension will be subject to City inspection and approval.
25. CERTIFICATE OF INTERESTED PARTIES. Developer agrees to comply with Texas
Government Code section 2252.908 and complete Form 1295 Certificate of Interested Parties
as part of this agreement.
Form 1295 requires disclosure of"interested parties"with respect to entities that enter contracts
with cities. These interested parties include:
(1) persons with a "controlling interest" in the entity, which includes:
a. an ownership interest or participating interest in a business entity by virtue of
units, percentage, shares, stock or otherwise that exceeds 10 percent;
b. membership on the board of directors or other governing body of a business
entity of which the board or other governing body is composed of not more than
10 members; or
c. service as an officer of a business entity that has four or fewer officers, or service
as one of the four officers most highly compensated by a business entity that has _ __
more than four officers.
(2) a person who actively participates in facilitating a contract or negotiating the terms of a
contract with a governmental entity or state agency, including a broker, intermediary,
adviser or attorney for the business entity.
Form 1295 must be electronically filed with the Texas Ethics Commission at
https://www.ethics.state.tx.us/whatsnew/elf info form1295.htm. The form must then be printed,
signed, notarized and filed with the City. For more information, please review the Texas Ethics
Commission Rules at https://www.ethics.state.tx.us/Ieaal/ch46.html.
26. CONFLICT OF INTEREST. Developer agrees to comply with Chapter 176 of the Texas
Local Government Code and file Form CIQ with the City Secretary's Office, if required. For
more information and to determine if you need to file a Form CIQ, please review the information
on the City Secretary's website at http//www.cctexas.com/government/city-secretary/conflict-
disclosureiindex
Page 7 of 8
EXECUTED IN ONE ORIGINAL this day of , 2020.
ATTEST: CITY OF CORPUS CHRISTI
Rebecca Huerta Al Raymond Ill
City Secretary Director of Development Services
APPROVED AS TO FORM: , 2020
Buck Brice, Assistant City Attorney
For the City Attorney
Developer:
Tamez Development Corporation
By: • \%
Joh C. Tamez Presid
STATE OF TEXAS l §
COUNTY OF t.2i5L §
•
This instrument was acknowledged before me on --- -)114-)city2� , 2020, by
John C. Tamez, President, Tamez Development Corporation, a TexaCompany, on behalf of
said company.
C8)
Notary Public's Signature
►Ry"u, ULTRA V PENA
i Notary ID#126029965
4 '7�Ve My Commission Expires
/1.7r December 6,2023
Page 8 of 8
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APPLICATION FOR WASTEWATER FORCE MAIN AND LIFT STATION
REIMBURSEMENT
We. Tamez Development Corporation, 823 Kinney Street, Corpus Christi Texas, 78401, owners
and developers of proposed residential subdivision Kings Lake Phase 2, Corpus Christi, hereby,
request reimbursement of$1,965,620.00 for the installation of a Wastewater Force Main and Lift
Station, in conjunction with said property, as provided for by UDC Section 8.5.2. $1,965,620.00
is the combined construction cost including Engineering and Surveying, as shown by the cost
supporting documents attached herewith.
By:
John` mez, President
STATE OF TEXAS §
COUNTY OF NUECES §
This instrument was acknowledged before me on 06,12, by John C. Tamez, Owner,
President of, Tamez Development Corporation. a Texas Limited Liability Corporation, on behalf
of the said corporation.
♦�►v rpm ULTRA V PENA
Notary ID/126029965 � �/� �'i ,
,1, r, My Commission Expires
'farms December 6, 2023 Notary Public in and for the State of Texas
CERTIFICATION
The information submitted with this application for reimbursement has been reviewed and
determined to be correct. Reimbursement is subject to:
(a) Sufficiency of funds in the Sanitary Sewer Trunk Main Trust Fund, and
(b) Appropriation and approval by the City Council.
/ z2 / ZD
Developm.'t Services Contracts Administrator (Date)
Exhibit 2
TECHNICAL
MEMORANDUM
FOR:
KING 'S LAKE PHASE 2
JOHN TAMEZ 281 ACRE TRACT
NUECES COUNTY, TEXAS
WASTEWATER MASTER
PLAN REVISION
PHASE 1
PREPARED BY:
114 _,4r•dpf
, .
•JE REY C. OYM
.•
p 101983 :10 1
LJA Engineering, Inc. ss kCNS 6441
TBPE F-1386/TBPLS 10104001 �OfVA1"
5350 S.STAPLES STREET,SUITE 425
CORPUS CHRISTI,TEXAS 78411 January 23. 2020
PHONE:361.991.8550
WN1MN.LJA.CON1
JANUARY 23, 2020
EXHIBIT 3
TECHNICAL MEMORANDUM
KING'S LAKE PHASE 2
JOHN TAMEZ 281 ACRE TRACT
NUECES COUNTY, TEXAS
MASTER PLAN REVISION —PHASE 1 LJA ENGINEERING
TBPE Firm Reg.F-1386
INTRODUCTION
A. BACKGROUND
The John Tamez 281-acre tract, as shown on Exhibit 1, is located south and west of, and adjacent
to, the Oso Creek between FM 43 and FM 2444. The tract is located in Nueces County and was
annexed into the City of Corpus Christi on December 10, 2019. Mr. Tamez intends to develop the
property into a primarily single-family residential subdivision. In order to accomplish this.
wastewater service to the tract required approval from the City of Corpus Christi. In order to
address this issue, Mr. Tamez engaged LJA Engineering Inc. to prepare conceptual layouts and
opinions of probable cost for options to serve the wastewater requirements of the proposed
development to present to the City. The conceptual options and layouts presented in the Draft
Technical Memorandum prepared by LJA were reviewed by the City and a phased approach for
providing wastewater service to the proposed development was agreed upon and approved by
the City. Hence, the East London Area Wastewater Master Plan was amended by City Council
on January 21. 2020.
B. PURPOSE OF THIS MEMORANDUM
This memorandum will explore the East London Area Wastewater Master Plan phasing, in a very
conceptual way. to extend wastewater service to the Tamez tract. This memorandum is not
intended to be a preliminary engineering report or a design memorandum, both of which require
very detailed information and surveys not included in the scope of this report.
C. WASTEWATER COLLECTION SYSTEM MASTER PLAN SOUTH OF OSO CREEK
The Wastewater Collection System Master Plan South of Oso Creek, originally prepared circa
2007 by LNV Engineering. Inc.,was approved by the City Council in April 2017. The plan indicates
that the Tamez tract would be served by a gravity sewer which would direct flows to a major lift
station called CR 20A LS in the Plan. According to the Plan, the CR 20A Lift Station would have
a peak design flow of 39.29 MGD. This would seem to indicate that the size and cost of the station
would make it very unlikely to be constructed in any near-term scenario. The Plan calls for all
flows to be directed to the Greenwood WWTP.
D. MODIFICATIONS TO THE WASTEWATER COLLECTION SYSTEM MASTER PLAN
SOUTH OF OSO CREEK
Since the plan calls for wastewater service to the Tamez tract to be directed to the major CR 20A
Lift Station, which would appear to be a very long-term plan, it presents an obstacle to a near
term development. Hence, the City adopted the East London Area Wastewater Master Plan to
serve as a phased master plan to serve the initial wastewater needs of the Tamez tract in Phase
1 and serve the ultimate wastewater service basin in Phase 2.
LJA Project No. C978-21125 Page 1 of 5
January 23, 2020
TECHNICAL MEMORANDUM
KING'S LAKE PHASE 2
JOHN TAMEZ 281 ACRE TRACT IJ4
NUECES COUNTY, TEXAS LJA ENGINEERING
MASTER PLAN REVISION —PHASE 1 TBPE Firm Reg.F-1386
Phase 1 — New East London Lift Station (Wet well and pumps sized for 0.45 MGD flows) and 6"
Force Main to King's Lake Drive Gravity Sewer. See Exhibit 2.
Phase 1 will consist of situating the CR 20A lift station, to be renamed the East London Lift Station,
on the southwest portion of Tamez tract with a wet well and pumps sized for a flow of 0.45 MGD
(million gallons per day). The Lift Station would serve only the Tamez tract and would direct flows
in a 6" force main from the lift station to an existing gravity sewer in the King's Lake Subdivision,
which is located across the Oso Creek from the Tamez tract. The property which would be utilized
in the subdivision for the Oso Creek crossing, is adjacent to the Creek and is owned by Mr.
Tamez. The allowed flow of 0.45 MGD in Phase 1 would be accommodated by the Lakes Lift
Station which is in the Oso WRP Basin.
Phase 2—East London Lift Station Upgrade (Additional wet well(s) and pumps sized for ultimate
wastewater service basin of 2,696 acres) and Force Main to Greenwood Wastewater Treatment
Plant. See Exhibit 3.
Phase 2 will expand the East London Lift Station by the addition of wet well(s) and pumps to
accommodate the flows of the ultimate wastewater service basin of 2,696 acres. In addition to
adding storage volume at the lift station,the flow will be reversed and conveyed to the Greenwood
Wastewater Treatment Plant by an approximately 4.5-mile-long force main.
ANALYSIS OF OPTIONS
A. GENERAL
Engineering analysis of the various phases utilized the following criteria and parameters:
Residential Housing Density: 4 residences/acre
Persons Per Residence: 3.5
Per Capita Daily Wastewater Flow: 75 Gallons Per Person
Peak Flow Factor(Peak Two Hour Flow) — New Development: 2.5
Peak Flow Factor(Peak Two Hour Flow)— Lakes Lift Station: 2.5
Wet Well Volume Sizing
TCEQ Design Criteria. Chapter 217 of TAC 30
V = Tx0 / 4x7.48
Where:
V = Active Volume (cubic feet)
Q = Peak Pumping Capacity (Gallons per Minute)
T = Cycle Time (Minutes)
For Pump motors with a horsepower rating less than 50, T = 6 minutes.
Phase 1 wet well sizing will be for the initial flows of 0.45 MGD, however. the additional wet well(s)
for ultimate flow can be constructed in Phase 2 with the initial wet well construction incorporating
a stub out for an interconnecting pipe between the near term and future wet well(s) being provided.
The lift station site plan must take into account future wet well additions.
LJA Project No.C978-21125 Page 2 of 5
January 23, 2020
TECHNICAL MEMORANDUM
KING'S LAKE PHASE 2
JOHN TAMEZ 281 ACRE TRACT
NUECES COUNTY, TEXAS LJA ENGINEERING
MASTER PLAN REVISION —PHASE 1 TBPE Firm Reg. F-1386
B. PHASE 1 —New East London Lift Station (Wet well and pumps sized for 0.45 MGD flows)
and 6" Force Main to King's Lake Drive Gravity Sewer. See Exhibit 2. 4. and 5.
Peak Pump Flows (Calculated Peak Flow + 10%)
Ultimate Peak Pump Flow: 310 GPM (0.45 MGD)
Wet Well Capacity New Lift Station
Ultimate Flow 63 CF
It is judged that a combination of interconnected wet wells with diameters between 6' and 8'.
depending on actual calculated flows derived from final land plans and usages, will be utilized.
A capacity analysis was performed on the Lakes Lift Station to verify that the lift station was
capable of collecting and conveying the Phase 1 flows. The Lakes Lift Station capacity analysis
is shown on Exhibits 6 and 7. Based on the pumps run time data and 1983 vintage as-builts
furnished by the City of Corpus Christi it was judged that the Lift Station does have the pumping
capacity to accommodate the 310 GPM additional flow from the Tamez Property during Phase 1.
With the additional flow, the estimated peak flow to the station will be approximately 1,350 GPM
in comparison with the existing calculated pumping capacity of 1.500 GPM. The existing wet well
capacity is deficient if the capacity is calculated to not allow wastewater to "back up" into the
incoming sewer lines.
A hydraulic analysis was also performed by LNV Engineering, Inc. using the hydraulic model of
the Oso WRP service area to ensure the additional flows do not create any capacity constraints
on the existing system. LNV performed the hydraulic analysis based on Option 1 presented in the
Draft Technical Memorandum prepared by LJA which included a new lift station conveying flow
to the King's Lake Subdivision as described in Phase 1 above, but conveying the flow from 800
residences or a peak flow of 700 GPM. The hydraulic model indicated that flow must be restricted
to approximately 313 GPM (0.45 MDG) to utilize the tie-in point in the King's Lake Subdivision
due to the available capacity of the existing 8"wastewater line. The hydraulic model also indicated
that flow to the Lakes Lift Station must be restricted to 450-500 GPM (0.65-0.72 MGD) due to the
available capacity in the existing 12" wastewater line between Yorktown Boulevard and the lift
station. LNV noted that the HGL approached the ground elevation with the additional 500 GPM
peak pump flow and that the peak pump flow should be from 450-500 GPM depending on the
freeboard requirement. The hydraulic analysis performed by LNV can be found in Exhibit 8.
Based on the above information. the City restricted the flow for Phase 1 to 0.45 MGD.
Preliminary Opinion of Probable Cost for Phase 1: $1,966,000. See Exhibit 9 for the
Conceptual Opinion of Probable Construction Cost.
C. PHASE 2—East London Lift Station Upgrade(Additional wet well(s) and pumps sized for
ultimate wastewater service basin of 2,696 acres) and Force Main to Greenwood
Wastewater Treatment Plant. See Exhibit 3.
Actual calculated flows for the ultimate wastewater service basin of 2,696 acres as shown on the
Exhibit and will be derived from final land plans and usages in the future. Additional wet well(s)
and pumps will be sized based on the ultimate peak flows.
LJA Project No. C978-21125 Page 3 of 5
January 23, 2020
TECHNICAL MEMORANDUM
KING'S LAKE PHASE 2 Lit
JOHN TAMEZ 281 ACRE TRACT
NUECES COUNTY, TEXAS LJA ENGINEERING
MASTER PLAN REVISION —PHASE 1 TBPE Firm Reg. F-1386
Final design must take into account maintaining a minimum flow velocity of 2 fps in the force main
to the Greenwood Wastewater Treatment Plant.
Phase 2 is anticipated to be accomplished under a City of Corpus Christi Capital Improvements
Project or Bond Program in the future.
Preliminary Opinion of Probable Cost for Phase 2: TBD
LJA Project No. C978-21125 Page 4 of 5
January 23, 2020
TECHNICAL MEMORANDUM
KING'S LAKE PHASE 2 LA
JOHN TAMEZ 281 ACRE TRACT
NUECES COUNTY, TEXAS LJA ENGINEERING
MASTER PLAN REVISION —PHASE 1 TBPE Firm Reg.F-1386
APPENDIX
Exhibit 1 - Location Map
Exhibit 2 - Master Plan Revision —Phase 1
Exhibit 3 -City of Corpus Christi Proposed Service Area (East London Lift Station)
Exhibit 4 -Wastewater Flow Summary
Exhibit 5 - Force Main Sizing
Exhibit 6 - Lakes Lift Station Preliminary Analysis— Existing Pumps
Exhibit 7 - Lakes Lift Station Preliminary Analysis — Peak Flow and Wet Well Capacity
Exhibit 8 -LNV Engineering, Inc. —Lakes Lift Station Model and Capacity Assessment
Exhibit 9 -Conceptual Opinion of Probable Construction Cost— Phase 1
LJA Project No.C978-21125 Page 5 of 5
January 23, 2020
EXHIBIT 1
LOCATION MAP
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JOHN TAMEZ 281 ACRE TRACT CPp R Q�
F M 24_ 44 .L-e rpR�r7- C�^` J4—)�
'PHASE 2 SERVICE AREA NOT SHOWN =/
SEE EXHIBIT 5 FOR PROPOSED SERVICE AREA I e v0 •
ps0 CRRE, ,'T
.; ,
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74
15
g
N
0 5000' 10000' 20000'
/ THIS DOCUMENT IS SCALE.
• RELEASED TEMPORARILY KING'S LAKE PHASE 2 DRAWN BY AS NOTED,
V FOR INTERIM REVIEW114 JOHN TAMEZ 281 ACRE TRACTDWK
5 PURPOSES ONLY BY APPFOVLD BY
✓ JEFFREY C. COMM, P.E DAA JCC
101981,01 01/17/2020.NO JANUARY 2020
2 WI"OT 8E USED F°R LJA ENGINEERING EXHIBIT 1 J03 NO
CONSTRUCTION, BIDDING. LOCATION MAP C978-21125
OR PERMIT PURPOSES. TREE FIRM REG.NO F-1386 �NEET NO. 1 0(• 1
LJA Engineering, Inc. 5350 South Staples Street. Suite 425 Corpus Christi. Texas 78411 phone: 361 991 8550 www.LJA.com
EXHIBIT 2
MASTER PLAN REVISION - PHASE 1
SL.+ , '
' f T." , -_ "mo i' - 1'$
'
F
ry 11 -
S KING'S LAKE PHASE 2 —' t% 1r
40
JOHN TAMEZ 281 ACRE TRACT CONNECT TO =;:v, - a„
EXISTING MANHOLE ,l, ,
g::9 (APPROXIMATE LOCATION) 1 I ,
1 ,-
'i PROPOSED 6'DIA. =
F/G MANHOLE ` f •.
_..
PROPOSED 6" \,
z. FPVC FORCE MAIN \,
(HORIZONTAL DIRECTIONAL DRILL \
a
? PROPOSED 6"
3
✓ PVC FORCE MAIN 4.
(OPEN TRENCH)
1
a
PROPOSED EAST LONDON LIFT STATION
s (APPROXIMATE LOCATION) I
II
b
.,
..
Ec , .
A
''% . .
N
:4, gat r,._:,
0 500' 1000, 2000'
THIS DOCUMENT IS ' '
RELEASED TEMPORARILY KING'S LAKE PHASE 2 DRAWN AS NOTED
FOR INTERIM REVIEW JOHN TAMEZ 281 ACRE TRACT DWK
PURPOSES ONLY BY
JEFFREY C. COMM, P.
• 101987,ON 01/17/2020,NO DA JANUARY 2020
• SHALL 00T BE USED FOR LJA ENGINEERINGiiiirEXHIBIT 2 i
CONSTRUCTION, BIOSES. TBPE FIRM REG NO F-1386 MASTER PLAN REVISION - PHASE 1
OR PERMIT PURPOSES. N
1 OF 1
I_,JA Engin__nng, Inc. 5.350 South Stopies Street, Su Re 25 Cornus Christ-. re<,..8. RR,1.11 phone. 30:.931 5550 www—./A corn
EXHIBIT 3
CITY OF CORPUS CHRISTI
PROPOSED SERVICE AREA
(EAST LONDON LIFT STATION)
c"**tc :50.' Proposed Service Area
r.. i p
_
• ..- y (East London Lift Station)
Oltems— i %;i
►_ OElO O000C+ .G Ti
y. it
I -.l. Lift Station
2 'Irl
{11rFJ-g , .. ogil
1� ,i Proposed
LifIStation
Proposed Wastewater
Service Basin Lr' f
='2;695 acres
f r
a
•
it
r s\ C
EXHIBIT 4
WASTEWATER FLOW SUMMARY
Exhibit 4 1.11Was
Wastewater Flow Summary
tM taoeienuwa
Phase 1-Wastewater Flow Summary
Area Total Population Wastewater Yield Average Daily Flow Peaking Peak Wet Peak Pump Flows(Calculated Peak Flow+10%)
Land Use Units/Acre Persons/Acre
(acres) Units (persons) (gal/person/day) (gal/acre/day) (gpd) (gpm) (mgd) Factor (gpd) (gpm) (mgd) ,gpd) (gpm) (mgd)
Low Density Residential 150 4 14 600 2,100 75 1,050 157,500 109 0.16 2.5 393,750 273 0.39 - 433,125 301 0.43
Total 150 2,100 157,500 109 0.16 393,750 273 0.39 433,125 301 0.43
Exhibit 4
EXHIBIT 5
FORCE MAIN SIZING
Exhibit 5 114
Force Main Sizing
LAIL ozois
101.11 PIM RIO.M.F.11116
Phase 1-FM Sizing
Diameter Material Length C11 Low Elev High Elev Flow Flow Pipe Area Velocity Static HL Friction HL Minor Losses Total HL Total HL
Design Flow
(in) (ft) (ft) (ft) (gpm) (cfs) (sf) (ft/s) (ft) _ (ft) (ft) (ft) (psi)
6 C900 PVC 2,300 140 -25.00 0.00 301 0.67 0.20 3.41 25.00 16.21 0.81 _ 42.02 18.19 Peak Wet
8 C900 PVC 2,300 140 -25.00 0.00 301 0.67 0.35 1.92 25.00 3.99 0.20 29.19 12.64 Peak Wet
10 C900 PVC 2,300 140 -25.00 0.00 301 0.67 0.55 1.23 25.00 1.35 0.07 26.41 11.43 Peak Wet
Exhibit 5
EXHIBIT 6
LAKES LIFT STATION PRELIMINARY
ANALYSIS - EXISTING PUMPS
Exhibit 6 114
Lakes Lift Station Preliminary Analysis-Existing Pumps
LOA ENOaW•
System Curve
1.011./.1.119.1,41111
WW1-Pumps in Wet Well 1-8"Riser to 10"FM
Flow Static Head Loss Friction Head Loss Minor Head Loss Total
0 22 0 0 22
400 22 2.62 0.29 24.91
800 22 9.45 1.17 32.62
1200 22 _ 20.01 2.63 44.64
1600 22 34.07 4.68 60.75
2000 22 51.48 7.32 80.8
WW2-Pump in Wet Well 2-6"Riser to 10'FM(BYPASS)
Flow Static Head Loss Friction Head Loss Minor Head Loss Total
0 22 0 0 22
400 22 3.63 1.18 26.81
800 22 13.08 4.74 39.82
1200 22 27.69 10.65 60.34
1600 22 47.15 18.94 88.09
2000 22 71.24 29.6 122.84
PumCu
pCurve
Flygt N 3153`434 Flygt N 3153 Pump Curves
Single Pump Double Pump TDH 100
Flow(GPM) Flow(GPM) (Feet) 96
92
0 0 84 na
400 800 66.5 84 '
800 1600 55 ao
26
1200 2400 42.5 22
1600 3200 28 6e
64 3500 GPM
2000 4000 14.560 - Peak Pump Station
_
54 \
52
= 48
1- 44
40
36
32 \,
IB \\
24 •
20 1100 GPM
16 Single Pump Capacity
12
a
4
o • •
0 400 800 1200 1600 2000 2400 2800 3200 3600 4000 4400
01GPM)
----Single Pump Curvo --Double Pump Curve -System Curve WW1 ---System Curve WW2
Exhibit 6
EXHIBIT 7
LAKES LIFT STATION PRELIMINARY
ANALYSIS - PEAK FLOW AND WET
WELL CAPACITY
Exhibit 7
Lakes Lift Station Preliminary Analysis-Peak Flow and Wet Well Capacity
1..1i►talowt�ltaap
Average Daily Run Times Based on Lakes Uft Station Run Times Furnished by City of Corpus Christi
Day of Reading Pump 1(hrs/day) Pump 2(hrs/day) Pump 3(hrs/day) Total Avg.Daily Run Times(hrs/day)
4/19/2019 2.9 2.1 2.5 7.5
5/2/2019 2.7 2.3 2.4 7.4
Average Daily Flow&Peak Flow
Utilized the Average Daily Run times above to calculate Average Daily Dry Weather Flow with one(1)pump operating.
Assume 3 Mrs/Day
One Pump: Gal Mln cal
Q=3 u�y x 110 x 60 ur=190,000 Da
r
w/Three Pumps:Q=3 Pumps x 198,00L/TZ c=1 =594,000Z-=Average Daily Flow
w/Peak Factor of 2.5:Q=594,0001-. y a 2.5=1,485,000-=1031 M'o=Peak Plow
Analysis:1031 GPM<1500 GPM Station Capacity
Minimum Wet Well Operating Volume per TCEQ Chapter 217,(auation C.4
i'xQ
V__
4 x 7.48
Where:
V=Active Volume(Cf)
Q=Pump Capacity(GPM)
T=Cycle Time(Min)=6 Min minimum per TCEQ Chapter 217,Table CS-Minimum Pump Cycle Times
7.48=Conversion Factor(Gal/Cf)
Pump 1 V=.1x7.se 7.40=221 Cl H=3,9 Ft
Pump 2V=ax0477Aa
-lltO)=OU Cf H=1.4 Ft
f x 7
Total V Required='301 Cf H=5.3 Ft
Existing Wet Well Analysis Based on 1982&1983 Vintage As-Builts Furnished by the City of Cornus Christi
Existing lift station consists of two(216'diameter wet wells.
incoming Gravity Lines:
12"VCP:Invert EL.=1.43 Ft
12"VCP:Invert EL..-1.07 Ft
12"VCP:Invert EL._-1.00 Ft
Existing All Pumps Off:EL.-3.50 Ft
Pump 1 On:EL.-3.50 Ft r 3.90 Ft(From Required H for Minimum Pump 1 Volume)=EL.0.40>EL.-1.00&-1.07
Per TCEQ Chapter 217.60(b)(4):A gravity pipe discharging to a wet well must be located so that the Invert elevation is above the liquid level of a pumps"on"setting.
Exhibit 7
EXHIBIT 8
LNV ENGINEERING, INC. - LAKES
LIFT STATION MODEL AND
CAPACITY ASSESSMENT
City of Corpus Christi
Water and Wastewater Treatment On-Call Support
Project No. E16264
Task Authorization No. 48
Lakes Lift Station Model and Capacity Assessment
Engineering Report
Submitted To:
Gawp v s cy��
X11
44. 1
1852
City of Corpus Christi Engineering Department
1201 Leopard St,
Corpus Christi, Texas 78401
August 23, 2019
Prepared By:
LNV LNV, Inc.
engineers I architects surveyors801 Navigation Blvd., Suite 300
TBPE FIRM NO.F-366
Corpus Christi, Texas 78408
GOPpus c9
r X
re`s]
Table of Contents
I. Introduction I
1.1 Project Background 1
1.2 Purpose 1
2. Methodology I
3. Results and Conclusion 2
Appendix 3
LNV
E16264-Water&Wastewater Treatment On-Call Support
TA48-Lakes Lift Station Model and Capacity Assessment
August 23,2019
apus CyRr
jog
T
,-14,60„.;
v
7852
1. Introduction
1.1 Project Background
In response to the City of Corpus Christi's(City)request, LNV performed a wastewater collection system
hydraulic analysis of Option 1 from the"Conceptual Wastewater Plans for the John Tamez 271 Acre Tract"
prepared by LJA Engineering Inc. Option 1 includes the construction of 800 residencies and a new Lift
Station (LS) to convey the sanitary flow from the proposed Tamez Development to the existing gravity
collection system served by the Lakes LS.The hydraulic analysis was performed using the calibrated 2015
SewerGEMS model for the Oso WRP service area.
1.2 Purpose
The purpose of this task authorization was to determine if the existing wastewater collection system has the
capacity to take on an additional 195 gpm average daily flow and resulting 700 gpm peak flow from the
proposed Tamez LS at the tie-in location(MH GIS Asset Code:WWMNI-1L428323354)proposed in Option
1. The proposed discharge manhole is located in the cul-de-sac of King's Lake Dr. in Corpus Christi TX.
2. Methodology
LNV setup model scenarios for both dry weather and 5-year 24-hour design storm conditions with 2015
infrastructure information. The use of an Extended Period Simulation(EPS)model requires a diurnal flow
pattern in order to project flows throughout time.LNV developed dry and wet weather diurnal patterns for
the flow entering the proposed Tamez LS(Exhibit 1). This was accomplished by modifying the residential
unit flow pattern from the proposed tie-in location to capture the estimated wet weather 2-hour peak and
average daily dry weather flows (700 gpm and 195 gpm respectively) for the proposed Tamez
Development. The wet weather pattern was then used to develop a 700 gpm peak pump flow pattern used
to model the flow leaving the proposed Tamez LS(Exhibit 2). LNV modeled the additional flow from the
Tamez LS by applying the developed 700 gpm peak pump flow pattern at the tie-in MH from Option 1.
El 6264-Water&Wastewater Treatment On-Call Support
TA48-Lakes Lift Station Model and Capacity Assessment
August 23,2019
1
6 ei
c)-(4'
3. Results and Conclusion
Exhibit 5 from the final "City-Wide Collection System Hydraulic Model and Recommendations Report"
dated April 2015 that was submitted to the City was modified to show the flow path of the wastewater from
the Tamez Development once it enters the existing collection system(Exibit 4).This exhibit highlights that
the flow from the new development flows through an existing Priority 2 PCC downstream. This is pointed
out for information only as the actual peak flows through this PCC remain unaffected by the additional
loading from the Tamez property as long as the capacity of the pumps at the Wooldridge LS is not increased.
The hydraulic profile for the existing conditions(Exhibit 5)from the proposed tie-in location in Option I
to Lakes LS shows the existing wastewater collection system has some remaining capacity upstream of
Lakes LS.
Exhibit 6 contains the hydraulic profile if the 700 gpm peak pump flow pattern is applied to the tie-in
location as outlined in Option I.This exhibit was annotated to show both the existing and proposed average
daily and peak design storm flows as well as the approximate capacity for stretches of pipe with the same
diameter/slope. This exhibit illustrates that the tie-in location proposed in Option 1 does not have adequate
capacity to convey a peak flow of 700 gpm.
LNV identified an alternative tie-in location(MI-I GIS Asset Code:WWMNHL428323359)which collects
into a 12-inch diameter gravity line downstream. LNV developed a 500 gpm peak pump flow pattern
(Exhibit 3)and applied it to the alternative tie-in location. The hydraulic profile for this scenario(Exhibit
7)shows that this tie-in location could provide sufficient capacity to handle an additional peak flow of 500
gpm. It should be noted that the HGL approaches the ground elevation with this additional 500 gpm peak
pump flow. The peak pump flow range should be from 450-500 gpm depending on the selected minimum
freeboard requirement.
IUMV
E16264-Water&Wastewater Treatment On-Call Support
TA48-Lakes Lift Station Model and Capacity Assessment
August 23,2019
2
apu5
`oCyRr
i
F-•%to r
JN
• 1851
Appendix
LNV
E 16264-Water&Wastewater Treatment On-Call Support
TA48-Lakes Lift Station Model and Capacity Assessment
August 23,2019
3
Residential Flow Pattern (Assigned to Tamez Development)
800
3.5
700J.y,`
3.0
7 �I
600 1
/
\� 2.5
500 \±
o.
2.0
O0 400
O 0
LL
300 \\.
1.5
\\
200 •_________. • 1.0
gp __:......______,,,,.....„Ap aP
100 \'� --.�� \�----'
0.5
0
0 5
10 15 0.0
20
Time(Hours)
—•—Avg Daily Dry Weather Flow(195 gpm) --a—Dry Weather Diurnal Pattern(Peak 645 gpm) —a—Wet Weather Diurnal Pattern(Peak 700 gpm)
Exhibit 1
Model 500 GPM Pump Pattern (Assigned to Tamez Lift Station)
I I o.
'°'100 i P
HHH1I
f
f
Oki
1
liar
i- ' . I I •
, ,/, . 1
to
20
Tune(hours)
-Purnp flow Out of Llft Station lapin) --Wet Weather Diurnal Pattern flow Into Lift Station(Peak 7043 gpm)
Exhibit 3
° f0 2,000 4,000 8,000 12,000 16,000 Feet
rI i 1 inch=2,000 feet (Full Size) Legend
w in 1 inch=4,000 feet (Half Size) PCC Priority-Gravity Line
/ ®off
re' ,
1
4, \\t. '' N PCC Priority-Forcemain and LS
1
fir-,- /A . ,
_____2
Ar ;""4".
� Historically Reported SSOs
e /4 - _,
a / N Category
Q \ * e
i /rZl • e� • fli ,,•, / CCC/// WRP
5 .� • �-� ���! , iia •i I t�`s� _ .1��..1.� " Gravity fetes
'`/ �♦ r ,S � ♦ -`' `�. 7 if QOso waP Sarvlx Arra
■te ..,4_,--,.:, .` -> ��i'. If tt� '
se
III
'I //..---,.. ./ ' ■ `(/' ,r r41 , /
T '''.1-',4Y Existing Priori I2 PCC^ / , /
\ / l 4./ C �`•' /. .-! *.jam
: 4b- .I _i err 4. t
_ ....... .,,,,s2,,/,..1 • :I :c . :-4.4;i: . ‘...::,,4. --,...„., ,.,
.--=‘,,,,,, __ ........ •.., -4IN-..4q r 71,
) ,y-.,\ 7 ,/,////,--,' '''" • ;'/ ..''. I. '..':I. 47. .
il'il
.,......._.
,�,'-fir• ... � • f
- .--.,..-, -' t
Connection Point for �''' ✓ �' �` .' ,, i )
7
Tamen Development C `'Via/
�✓ ,�` i Blue Line Highlights the ► �
/ Wastewater Flow Path from' ,y
- 441 1TamezDevelopementto �/
(1-,,,,,�� Oso WWTPlY �--> ""i
\...... 1 Y� !
� ; ■
This map displays the hydraulic model potential 4„ .. ■+�
capacity constraints and historical SSOs. r
Historical SSOs from March 2007 through w— `^``
August 2013 are plotted to assist in categorizing \/
and prioritizing the results.Those areas with
observed SSOs but no hydraulic model predicted
SSOs will require further Investigation and are „�
not inducted in the potential capacity projects ` —-_
�.
summarized in this report. I
Notes;
I This exhibit Illustrates the locations of known sanitary sewer overflows(SSO'sl recorded by the City The data correlates to the customer's address rather
then to a specific wastewater asset.It is important to nob that SSO's during a significant rain event are often times less obvious Mon during dry weather..
2.This exhibit also illustrates the proposed 2020 Potential Capacity Constraints(PCC)determined by the wastewater system hydraulic modeling during
a Syr-24hr design storm.
3.The Potential Capacity Constraints(PCC)were placed into 4 priorities booed on:Priority I: Observed SSO matched model predicted SSO,
Priority 2'Model predicts SSO,but no observed SSO,Priority 3:Model predicts HGL near ground surface,and Priority 4:Most likely a maintenance related SSO.
Predicted SSO's will typically occur at the manhole with the lowest rim elevation which will result in less overflows upstream. The model,however dries not
take this into account.
4 SSO Category Descriptions:A- most likely a capacity-related SSO:B-most likely a maintenance-related SSO.
Exhibit 5
`p vu q'.
LNV Oso WRP
'' Proposed 2020 System
�', engmrrms architects contractor
000f r e.e iw r26e Potential Capacity Constraints By Priority
Exhibit 4
Tamez LS To Lakes LS(Existing)-Hydraulic Profile-Syr-24hr Design Storm-Time:32.300
23.50 ..
2300 -..- ,_
22 50 4 •4 _ - -t(- _. l f _. - I "i t--.- T - ;
22.00 ..--. 1 T I' i 1J-- 'r .._. - _- __ t
I -1-.r ..__.�-. -4:1 L._....... .._
19.50
19 60 - 1 -�
1650 ... ..__. -... _
1.
18.00 ... 4 ,,._..
II--r''.-
4
.. ,._'1]00 _•_-__ �-'_--r .- .._y.16.50 _ ''-
16.00
15,5015.00
14,50
4.00
13,50 Ill I13.00
12.5012.00
11.5011,0010.5010.00 -i 9.50 -_C 9.009.50Xe.oJ ,7.50
zoa
6.50
6.00
5.50
5.00
4.50
4.00
•
3.503.00 . ••2,50 .. _
) t:- '
)12.00 1 -i- I
3 50 t-
1.00 I '- - ;.... 1111111
ASO
0.09 .. - .... _�_ _` t - .
.__Ilk
.2 00
1 1 - 1 -t- - - j _
-zoo r .� -.-
1
•2.50 .__ s-_ �_- Y . -
-3,00 - _.. f -
-9.00 , { ...- ._ -�' _ ( _� _- �_" l ... i _
-4,50 -...- _-. ... -' t ..__1 I_... ........... ... ._. __...... _ ""'_t^ _._- --__
,I
-5.00 .. ,..____7____ j .....
-5.50 'f----I _-"_I__I .F___:1_
_
-6,00
-6.50 ... -- _ -f
0.0 200,0 400,0 000,0 600.0 1,000.0 1.200.0 1,400.0 1,600,0 1,600.0 2,000.0 2,300.0 2,400.0 2,600.0 2,800.0 3,600.0 3,200.0 3,400.0 3,600.0 3.800.0 4,000.0 4,200.0 4,400.0 4,600.0 4,800.0 5,00A0 0,200.0 5,400.0 5,600.0 6,800.0 6,000.0 6,200.0
Station(It)
Exhibit 5
.
m
z
Tamez LS(700 qpm Peak Pump Flow)To Lakes LS-Hydraulic Profile-Syr-Z4hr Design Storm-Time:6.900
23.50 ._ Q
23.00 U .• .--
2:.56 ! a • i. - !
22.00 �F .-. _
31.50 1} _• !- {- _
:1.66 F _., . .... 0..�.._. ! -.._-- _ Ti
..-..... -"- `_.._- .........A _. - f
20.50 /// ;..
20.00 t ti._-..-... .-.... �_ ...r.. -- _ J
19.50 _.-. i
19.00 ._.. .-.�
18.50 ,..... ---7-j-
._. .._._..... - �- I...
18.00 -7. ^ / - I..
1 _-..
17.00 _. -
NI
16.50
16.00 .---.
15.50
15.00
..----
14.50
14.00
13.50
13.00
17.50 ^___ k-
12.00 \ �.
1.50
11.00 50 526 Li--..- `]---\- ;
Y 19 so I! 8"G�0.33% ��� 1
u 9.00 1 A1,...A....
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a.00
• 7.50 r, '--
•
tl1 7.00
6.50 _..�
6.00
Approx.Capacity=313 gpm
Existing f %
ADF=1 gpm PF=4 gpm
Proposed °mss 1.15 ;-
ADF=313 gpm PF=700 gpm 3315 LF-12"DIA @ 0.21% {
0.50 Existing 1--- -•.____....17_____-..-_-'- _, t -`"Jf-.., •
..
1.60 Approx.Capacity 727 gpm
0 o0 175 LF-10"DIA Q 0.32°10 g -'�-'- , 1 " ? x _
-6so Approx.Capacity-559 gpm ADF=73 gpm PF=173 gpm - - a
-1.60 PP P ty-
-1.50 Existing Proposed -
•2.00 ADF= 350 gpm PF=752 gpm E
-2.50 ADF=2 gpm PF=9 gpm - ' 1904 LF:12"DIA rr 0.26%
-
-3.0o Proposed 1
__.
�.00 ADF=313 gpm PF=700 gpm i.__.. Approx.Capacity-1315 gpm
.4.56 Existing
ADF=226gpm PF=534i'-_.`
-5.40
-5.50 gpm ___�._, .
•6.60 -Proposed 1 .
-6.50 -ADF=443 gpm PF=883 gpm
0.0 200.0 400.0 600.0 800.0 1,000.0 0,200.0 1,400.0 1,600,0 1,800,0 2,000.0 2,200.0 2,400.0 2.600.0 2.°00.0 3,000.0 3,200.0 3,400,0 3,600.0 3,800.0 4,000.0 4,200.0 4,400.0 4,600.0 4,800.0 5,000.0 5.200.0 5,400.0 5,6000 5,800.0 6,000.0 6,200.0
Station(ft)
Exhibit 6
Tamez LS(500 gpm Peak Pump Flow)To Lakes LS-Hydraulic Profile-Syr-24hr Design Storm-Time:8.300
23.50 --- - - --..
23.00 { .. -._ -. ___
- r -'- - --1-
.-._...�_€.-- - 1 1 - '_ _-- 1-----i---17-7.--
22.50 . _ '----p--
22.00 _ i- .. .. --
---
21.50 t- __'� --- T--. i'. I - - / I
20 50
_ •
21.00 ----� �-
15.50 __-_.._ ,.i__ -r-
39.00 1 � '-; - , �.._._..r ---'---e- -- i.` /
18.50 -. �.__ i-- _! -_.L_-__.--_.- _,-. T... .-t- (' `
vso _ ._.
17.00
16.50 T..
16.00- -- t
15.50- .- j -N. .
15.00 /
14.50Ti
14.00 - -_
13.501 .
13.00
12.50 -`�� -
12.00 _
11.50 }'-'..`,
MOO
10.50 `1 -
9.50 I -^�`
G 9.00 _ '`�1
&so
% 6.00
_t 7.50 �"_`
W 7.00 _ -. _ rr 1`s...._�*�..�-.:'+t i
6.00 __ --_ _I --k . _..-.-_. !- 'l
5.50 -. I Y
5.00 ._-.
4.50 1
4.00 _ z,
iso i _.. ---i - -.
3.00 ' - 1. * i -
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0.50 __ _ _: -.- I - - - 1j - ._ -.i.. _ -- --
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-2.00 1 - �_ - -_ j _ 1-11- -1 _y , �j
-1.50 .,_ 7 ...._ T.-- 4 t _-- .__. 1 _-.-1/.....- __ _.j_.._ _ .
I
-450 .__. .-. . .-_ I _ -- _ ._.=.. -- �,_.. _:..
.4.50 __ - '--. --. .. , -� -
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I
-5.50 �.. .
... -_. ..-._-- _. .. _
1.
- -.._.._--.
0.0
200.0 400.0 600.0 800.0 1,000.0 1,200.0 1,400-0 1,600.0 1,800.0 2,000.0 2,200.0 2,400.0 2,600.0 2,800.0 3,000.0 3,200.0 3,400.0 3,600.0 3,800.0 4,000.0 4,200.0 4,400.0 4,600.0 4,800.0 5,000.0 5,200.0 5,40 0,1405,060.0a80.0 s, e.o 6,0oa.o 6,zo0.o
Station(ft) 0.0
Exhibit 7
EXHIBIT 9
CONCEPTUAL OPINION OF
PROBABLE CONSTRUCTION COST -
PHASE 1
1J4
5350 South Staples Street,Suite 425,Corpus Christi,Texas 78411
LJA ENGINEERING t 361991.8550 LJA.com TBPE F-1386 TBPLS 10016600
CONCEPTUAL OPINION OF PROBABLE CONSTRUCTION COST
KING'S LAKE PHASE 2:JOHN TAMEZ 281 ACRE TRACT:LJA PROJECT NO.C978-21125
PHASE 1-EAST LONDON LIFT STATION&6"FORCE MAIN TO KING'S LAKE DRIVE
ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE AMOUNT
PART 1A-GENERAL
1A1 Mobilization(Max.5%of Project Total) LS 1 $ 44.700.00 $ 44,700.00
1A2 Bonds&Insurance LS 1 5 29.800.00 $ 29.800,00
1A3 Storm Water Pollution Prevention Plan LS 1 5 7,500.00 5 7.500.00
1A4 Traffic Control LS 1 $ 5,000.00 $ 5,000.00
1A5 Ozone Action Day DAYS 1 $ 1.750.00 $ 1.750.00
1A6 Inlet Protection EA 2 5 400.00 5 800.00
1A7 Silt Fence LF 2,500 $ 5.00 $ 12.500.00
1A8 Contingency Allowance for Unanticipated Adjustments/Improvements LS 1 $ 20,000.00 $ 20.000.00
TOTAL PART 1A-GENERAL(Items 1A1 thru 1A8) $ 122,050.00
PART 1B-WASTEWATER IMPROVEMENTS
191 East London Lift Station Includes Lift Station with Wetwell&Pumps Sized for Approx.0.45 MGD, LS 1
Access Road Paving.Overhead Power.Emergency Generator w/Foundation) $ 850.000.00 5 850.000.00
1 B2 Directionally Dulled 6"(DR-18)FPVC Force Main LF 1,700 S 250.00 5 425,000.00
183 Bore Pit Trench Safety EA 2 $ 6,000.00 $ 12.000.00
164 6"C900(DR-18)PVC Force Main(0-6') LF 600 5 75.00 S 45,000.00
185 Trench Safety for Open Cut Pipe Installation LF 600 $ 6.00 $ 3.600.00
186 Well Pointing LF 500 5 30.00 $ 18,000.00
1B7 6"Plug Valve&Box EA 2 $ 2.500.00 $ 5.000.00
188 6"11.25°Bend EA 2 5 1200.00 $ 2,400.00
1B9 2"AirNacuum Release Valve in 5'Diameter F/G Manhole EA 2 $ 12,500.00 5 25.000.00
1810 6'Diameter F/G Manhole EA 1 S 15,000.00 5 15,000.00
1811 Manhole Trench Safety EA 3 5 1,000.00 5 3,000.00
1812 Connect to Existing Manhole EA 1 S 3.000.00 5 3.000.00
1813 Full Depth Pavement Repair SY 430 $ 75.00 S 32.250.00
1814 Remove and Replace Curb and Gutter LF 30 5 30.00 $ 900.00
TOTAL PART 18-WASTEWATER IMPROVEMENTS(Items 181 thru 1814) $ 1,440,150.00
SUBTOTAL PHASE 1 (PARTS 1A THRU 1B) $ 1,562,200.00
10%CONTINGENCY $ 156,220.00
TOTAL PHASE 1(PARTS 1A THRU 1B) $ 1,718,420.00
PART 1C-PROFESSIONAL SERVICES
ICI Engineering Basic Services LS 1 $ 155.000.00 $ 155.000.00
1C2 Engineering Additional Services LS 1 5 20,000.00 5 20,000.00
1C3 Topographic Survey.Easement Survey and Mapping LS I $ 55.000 00 S 55.000.00
LJA Engineering.Inc. CONCEPTUAL OPINION OF PROBABLE CONSTRUCTION COST Exhibit 4 1/17/2020
TBPE Firm Reg.No.F-1386 LJA Project No.C978-21125 Page 1 of 2
ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE AMOUNT
1C4 Geotechnical Recommendations LS 1 $ 8,600.00 $ 8.600.0u
105 Geotechnical Testing LS 1 $ 8,600.00 $ 8,600.00
TOTAL PART 1C-PROFESSIONAL SERVICES(Items 1C1 thru 105) $ 247,200.00
TOTAL PHASE 1 PROJECT COST(PARTS 1A THRU 1C) $ 1,965,620.00
This document is released temporarily for
interim review purposes only by Jeffrey C. 1
Coym, P.E. 101983 on 01/17/2020, and
shall not be used for construction, bidding,
or permit purposes.
•
LJA Engineering.Inc. CONCEPTUAL OPINION OF PROBABLE CONSTRUCTION COST 1/17/2020
TBPE Firm Reg.No.F-1386 LJA Protect No.C978-21125 Page 2 of 2
iL
N)
SPECIAL WARRANTY DEET)WITI I VENDOR'S LIEN
Effective Date: May 1st (1(12
Grantor: BENJAMIN C'.TISDALE.Ill and wile.VERONICA DAWN TISDALE
Grantor's Mailing Address
(Including County): 510 L Street#1005
Anchorage.Third Judicial District.Alaska 99501
Grantee: JOIN C.TAMEL
Grantee's Mailing Address
(Including County): 823 Kinncy Avenue
Corpus Christi,Nuccrs County.Texas 78401
('onsideration: Ten and No/I00 Dollars and a note of even date that is in the principal
amount of Four Hundred Fifty Thousand and No/I00 Dollars
($450.000.00)and is executed by Grantee,payable to the order of Grantor
It is=aired by a vendor's licit retained in this decti and by a deed of trust
of even date from Grantee to Bradley A.Smith.Trustee.
Property(Including Any Improvements):
That certain 281.0337 acre,more or less. tract of land in Nucees County. Texas.
described on Exhibit "A" attached hetcto :,nd by this specific reference
incorporated herein.
Reservation front and Exceptions to Conveyance and Warranty:
I) Any and all restrictions.covenant., conditions.easements. rights-of-way.
mineral reservations or conveyances Land the rights uI mineral owners).
and mineral leases, if any.relating to the Property. but only to the extent
they arc still in effect and shown of record:
2) All zoning laws. regulations and ordinances of municipal and/or other
governmental authorities, if any. but only to the extent that they relate to
the Property and are Mill in el)irt:
3) Standby fees, taxes and assessments by any taxing authority for the year
2002 and all subsequent years: and all taxes and assessments ("rollback
taxes")for 2002 and all prior years at tsiug out of this conveyance.or any
change in use of the Property.or the denial of any special use exemption.
all of which shall be the responsibility of(irantee.
4) For Grantor and Granter's successors. a reservation ,d'all of Grantor's
interest(whether present or reversionary t in all of the nil.gas,and other
minerals that are in and under the Property and that MI!, be produced from
it:and
5) Current(2002 crop year)farm lease. \o alterations or improvements shall
be made to the Property borne the ;ntt2 crops are harvested.without the
prior written consent or the farmer tenant. All farm rentals.government
-I-
Exhibit 5
•
program payments, insurance proceeds. and othet agriculture-related
income of any kind whatsoever that may accrue or be payable to the owner
of the Property for crop year 2002 shall he payable to Buyer, who shall
also hear the owner's share of all agriculture-related expenses.
GRANTEE EXPRESSLY AC'KNOWI.EI)(il•S 11uA1"11 IE OF THE PROPERTY
IS MADE ON AN "AS-IS, WHERE IS, Wllll All. FAULTS- BASIS AND GRANTOR
MAKES NO WARRANTY OR REPRESENT:\I ION. EXPRESS OR IMPLIED,OR ARISING
BY OPERATION OF LAW, INC'LIIDING. Iil'I' IN NO V \Y LIMITED TO, ANY
WARRANTY OF CONDITION,HABITABILITY.SI I'I'ABII.IIY.\I FRO IANTABILITY,OR
FITNESS FOR A PARTICULAR PURPOSE(►1 I I IL PROPERTY
GRANTEE HEREBY WAIVES. RI I EASES. ACQI IIS ANI) FOREVER
DISCHARGES GRANTOR ANL)ANY I'ERSt)N x(-TING ON BTI IA1.F OF GRANTOR,OF
AND FROM. ANY CLAIMS, ACTIONS. c'.0 SI-.S OF AC'lI(t\. DEMANDS. RIGHTS.
DAMAGES.LIABILITIES.COSTS AND LXI'I:\sLS WI IATSOL\'ERI INCLUDING COURT
COSTS AND ATTORNEYS' FEES). DIRE('l t)R INDIRECT. KNOWN OR UNKNOWN.
FORESEEN OR UNFORESEEN, WHICH OR \NIE1•: NOW IIAS OR WHICH MAY ARISE
IN THE FUTURE,, ON ACCOUNT OF OR I\ \NY WAY GROWING OUT OF OR IN
CONNECTION WITH THE CONDITION OI- I III PROPERTY ANY CONTAMINATION
OF THE PROPERTY BY HAZARDOUS SUBSTANCES. OR 1111 VIOLATION OF ANY
LAW. RULE. ORDER. siATtrFE. (1n)1 NAN( t . OR REGULATION.
ENVIRONMENTAL OR OTHERWISE,ANTI(•ABLE 10 111E PRI)I'FRTY.
GRANTOR HEREBYSPIl'IFICAI I Y Inst'1 AIMS ANY\►ARRANTY.G(IARANTY,
OR REPRESENTATION, ORAL OR WRIT II•N. ESPRI:SSII) OR IMPLIED. PAST.
PRESENT OR FUTURE. OF. AS TO. OR CON('I Till FOLLOWING MATTERS
AND GRANTEE RELEASES ANY CI.AIMs \(;AINST GRANTOR AS TO THESE.
MATTERS (GRANTEE SHALL RELY t►N GR.\NTI-:I S INSPECTION AND
INVESTIGA'T'ION OF THE PROPERTY AND \Ol I)\ GRAN!OR AS TO ANY OF THE
FOLLOWING MATTERS):
I) THE CONDITION OF 'HIE PR()I'I RI Y. INCLUDING 13(11' NOT BY
WAY OF LIMITATION. I HE WATER QUALITY. SOIL.
COMPACTION,SUBSURFA(I (O\I)1 IIONS.A\l)GEOLOGY:
2) THE SUITABILITY OF TIII PRt IPER TY. FOR ANY AND All
ACTIVITIES AND USLS H I Ilt 11 O1tAN TEE \IAY ELECT TO
CONDUCT THEREON:
3) THE MANNER. CONSTRUCT l(I\. CONDI PION. AND STATE OF
REPAIR OR LACK 01-REPAIR()i \\1-IVIPROW MENTS LOCATED
THEREON;
4) THE NATURE AND EX-TENI (Il ANY FASI \II•N1. RIGHT-OF-
WAY. EXCEPTION. RLSLR\'AIItt\ IJR ('t IND!IION l'IIAT MAY
AFFECT THE PROPERTY:OR
5) THE COMPLIANCE OK \U\-t ()UI'l.IANCF ( I TIM PROPERTY
WITH ANY LAWS. RI) vs. I IIt I)IN.\N('i:s OR Rlt ii ll.AllONS OF
ANY GOVERNMFNTAl. OI: III \sI-t it)VI•R\ti1I,NIAl. BODY
(INC'LUI)INO WITI101 T I IMII 11U)\. ENVIRI I`\II:NTAI. I.A1VS
AND REGI ILAIIONS►.
Grantor. for thc consideration and solve(' t, the reservatoins from and e:tceplions to
conveyance and warranty. grants. sells. and runt,•,s lo I iranice tht Property. together with all
and singular thc rights and appurtenances thereto H.111) ttk'helon;'uw. to have and to hold it to
Grantee,Grantee's heirs.executors,athniui5uain1 .t!Liraors.or a.alms 10re er. Grantor binds
Grantor and Grantor's heirs, executors. administrators. and succesmnrs to warrant and forever
defend all and singular the Property to Grantee and (frantee•s heirs. executors. administrators.
successors,and assigns against every person tthonuocver lawfully claiming or to claim the same
or any part thereof,except as to the reservations Irons and exceptions to conveyance and warranty,
when the claim is by,through or under(irantor hut not otherwise.
The vendor's lien against and superior tale to the Property are retained until each note
described is fully paid according to its terms.at v Itch lime this deed shall become absolute.
When the context requires.singular nouns.wd pronouns include the plural.
•
I(FNI\\llN(• IlSI)Al.l.Ill
. 'v -.. l,`�
k-FR( D1\ N TlSt)ALE
AGREED TO AND ACCEPTED BY
JOHN C. AMEZ
THE STATE OF TEXAS
COUNTY OF-0.1 k,( ,
This instrument was acknowledged before nw' on this , • da+ of
2002.by JOHN C.TAMEZ.
LUCtuf SKM(,s
. - ---- �- �—�— Nolan.Public.State of Texas
THE STATE OF ALASKA §
i eeeNTY OF -ss
r
'Phis instrument was acknowledged beroie me „u this 7 da) of may �L'i,l -
2002.by BENJAMIN C.TISDAI.l.Ill and,pili.VI RI)NIL ,\DAV': I ISDALL.
//ll feufti. '4(1ragy.fig
loran Public.Siatc uI Ab • PUBI.IG
•
,per :ti
s I."19��
AFTER RECORDING REN T'O IRI P\RI•I)IN I III '�~
I AW f • • �`'.�
T'UR' 4�
SAN JACINTO TITLE SERVICES ltr;,dIe. :\.Smit6
OF CORPUS CHRISTI.TEXAS NI( t)t \S. Mt/RI IS.(ill ItRFA l I I
4250 Five Points Road N SMI 71 I. I..1 I'.
Corpus Christi,Texas 78410 :')7(,S Staples. Suite A-2
GF#029702196 ( orpu,Christi. 1 exas 78413
LEGAL DESCRIPTION
TNN S=RTACI *STATIC ONLY IN AND TO a tract of land described as
the South One-Half of Section (6), Laurelee Farm Tracts, as
ebown on the Map thereof recorded in Volume 3, Page 15, Map
Records of Nueces County, Texas, and being out of the "E1 Rincon
De Corpus Christi" Ramon De Ynojosa Survey Abstract No. 411,
Nueeoe County, Texas. and being more particularly described by
metes and bounds as follows:
BEGINNING at the southwest corner of said Section 6, for the
POINT 0! NEGX3 ING and the southwest corner of this tract, said
point being at the intersection of the centerline of two 40-foot
wide dedicated roadways, one along the west boundary of Section
6 and the other along the south boundary of Section 6;
THENCE Nast along the south boundary of Section 6 and the
centerline of said dedicated roadway a distance of 5167.81 feet
to a point on the bank of the west margin of Oso Creek, for the
southeast corner of this tract;
TEENCE with the meanders of the bank of the west margin of Oso
Creek as follows;
N 44 deg. 58' 220 N. 314.03 feet,
N 49 deg. 25' 53" N. 112.29 feet,
N 64 deg. 47" 50" W. 189.44 feet,
N 43 deg. 33' 05" w. 139.01 feet.
N 15 deg. 12' 46" N. 253.85 feet,
N 01 deg. 42' 21" W. 484.42 feet,
N 20 deg. 37' 25" E. 382.79 feet,
N 20 deg. 21' 36" E. 391.13 feet,
N 01 deg, 04. 51" W. 709.41 feet. to a point for the northeast
corner of this tract;
TBBNC* Nest, at 4749.87 feet past the east right-of-way line of
a 40 foot wide dedicated roadway, and in all a distance of
4769.87 feet to • point on the centerline of said roadway and
the west boundary of section 6 for the northwest corner of this
tract;
THENCE South along the west boundary of Section 6 and the
centerline of said roadway a distance of 2640.00 feet to the
POINT OP BEGINNING forming a tract of land embracing 284.6048
acres, 3.5711 acres of which lie within the right-of-way of
dedicated roadways, leaving a net area of 281.0337 acres.
6.:+ /7Ektr
ly*Memos Tuns
Daps mem of Development Seneca
di City of P.O.Box 9271
1 Comm Men.Tema 711469.9271
Corpus Lamedal61) I.eop and Elmet
Mei hrl Christi (comet of Leep"d St sod Pon Ave.)
tamilw
DISCLOSURE OF INTERESTS
City of Corpus Christi Ordinance 17112,as amended,requires all persons or firms seeking to do business with the
City to provide the following information. Every question must be answered. If the question is not applicable,
answer with"NA'. C.
/
NAME: -16k r\ l . HCl`►�Z ! I EIT\eZ bC,Vdof Cog- r6-1- r"
STREET: AYE k r hhF CITY: Coe. rcts l i sfi ZIP: 7a(tol
FIRM is: (Corporation 0 Partnership 0 Sole Owner 0 Association 0 Other
DISCLOSURE QUESTIONS
If additional space is necessary,please use the reverse side of this page or attach separate sheet
1. Stab the names of each "employee" of the City of Corpus Christi having an "ownership interest"
constItut ng 3%or more of the ownership in the above named"firm".
Name Job Title and City Department(if known)
2. State the names of each "official" of the City of Corpus Christi having an "ownership Interest'
constituting 3%or more of the ownership in the above named"firm".
Name Tide
N4 i1/4) a
3. State the names of each"board member"of the City of Corpus Christi having an"ownership interest"
constituting 3%or more of the ownership in the above named"firm".
Name Board.Commission,or Committee
I%) A NA
4. Stab the names of each employee or officer of a"consultant"for the City of Corpus Christi who worked
on any matter related to the subject of this contract and has an"ownership interest"constituting 3%or
more of the ownership in the above named"firm".
Name Consultant
NA NA
CERTIFICATE
I certify that aN information provided is true and correct as of the date of this statement,that I have not knowingly
withheld disclosure of any information requested;and that supplemental statements will be promptly submitted to
the City of Corpus Christi,Texas as changes occur.
Certifying Person: To C• TC.mez Tine: Se I>! / pits*.6(
(Print)
Signature of Certifying Person: \O - ?_ Date: 9 I 119
K.'AEVF7AR41F]ftsvcsSHARED/AND DEVELOME/00RD MLVISTRATRRMPPLICAtR)N FORMSFORMS AS PFR LEGAL,201DD6CLOSURF OF LVTFRISTS
STAT57®NTI27.17DOC
4
CITY OF CORPUS CHRISTI
CERTIFICATION OF FUNDS
(City Charter Article IV, Sections 7 & 8)
I, the Director of Financial Services of the City of Corpus Christi, Texas (or his/her duly authorized
representative), hereby certify to the City Council and other appropriate officers that the money required
for the current fiscal year's portion of the contract, agreement, obligation or expenditure described
below is in the Treasury to the credit of the Fund specified below, from which it is to be drawn, and has
not been appropriated for any other purpose. Future payments are subject to annual appropriation
by the City Council.
City Council Action Date: February 18, 2020 Legistar Number: 20-0175
Agenda Item:
Ordinance authorizing a Wastewater Force Main and Lift Station Construction and Reimbursement
Agreement with Tamez Development Corporation to construct wastewater force main and lift station for
a planned residential subdivision located on CR-43 with a completion date of February 28, 2022;
transferring $300,000 from the Sanitary Sewer Collection Line Trust Fund and $200,000 from the 4030
Water Distribution Main Trust Fund to the Sanitary Sewer Trunk System Trust Fund; and
appropriating $1,965,620.00 from the Sanitary Sewer Trunk System Trust Fund to reimburse the
Developer per the agreement. (District 5)
Amount Required: (Amount to be Certified) $ $2.101.751.94
Fund Name Accounting Unit Account No. Activity No. Amount
Sanitary Sewer Trunk 4220-21801-777 540450 $1,601,751.94
Main Trust Fund
Sanitary Sewer Collection 4220 250420 $300,000.00
Line Trust Fund
Water Distribution Trust 4030 209020 $200,000.00
Fund
Total $ 2,101,751.94
❑ Certification Not Required
j?/
Director of Financial Services
Date: X()hj �
OvU '�S CIS`
> I:5:4-1,411111I CITY OF CORPUS CHRISTI
v ^r CERTIFICATION OF PUBLIC RECORD
oogrne>'E0
1852
THE STATE OF TEXAS §
COUNTY OF NUECES §
I, the undersigned City Secretary of the City of Corpus Christi, Texas, so
certify that the following is a true and correct copy of Ordinance No. 032024,
passed and approved by the Corpus Christi City Council on February 18, 2020 as
same appears in the Official Records of the City of Corpus Christi, Texas, of which
the City Secretary's Office is the lawful custodian.
WITNESSETH MY HAND and the Official Seal of the City of Corpus Christi,
Texas, this 24th day of February, 2020.
11110
1 /-L' !AM.._
Re.-cca Huerta
City Secretary
Corpus Christi, Texas
City of Corpus Christi
Rebecca Huerta, City Secretary
P.O. Box 9277
Corpus Christi,Texas 78469-9277
(361) 826-3105SCANNED
rebeccah@cctexas.com
Nueces County
Kara Sands
Nueces County Clerk
*VG-57-2020-2020009512*
Instrument Number: 2020009512
Official Public Records
CERTIFIED COPY
Recorded On: March 03, 2020 09:05 AM Number of Pages: 56
" Examined and Charged as Follows: "
Total Recording: $227.00
....„�� STATE OF TEXAS
;S� Y Co(4'its Nueces County
..1,---JOY
* 4, *1,i I hereby certify that this Instrument was filed in the File Number sequence on the date/time
c r s �� printed hereon,and was duly recorded in the Official Records of Nueces County,Texas
/,I 1
., N E��S~�/ Nueces County ClerkCtIt30-4c0
Nueces County, TX �--
***********THIS PAGE IS PART OF THE INSTRUMENT***********
Any provision herein which restricts the Sale, Rental or use of the described REAL PROPERTY
because of color or race is invalid and unenforceable under federal law.
File Information: Record and Return To:
Document Number: 2020009512 DEVELOPMENT SERVICES CITY OF CC
Receipt Number: 20200303000024 2406 LEOPARD STREET
Recorded Date/Time: March 03, 2020 09:05 AM
User: Maria H CORPUS CHRISTI TX 78408
Station: CLERK03