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File #: 26-6247    Version: 1
Type: Administrative Memorandum Status: Agenda Ready
File created: 3/10/2026 In control: Board of Directors
On agenda: 3/26/2026 Final action:
Title: Preston Road Lift Station Peak Flow Storage Tank; Project No. 501-0668-25; Engineering Services Agreement - Final Engineering
Indexes: .UEFIS - Upper East Fork Interceptor System, Engineering Services Agreement - Final Engineering
Code sections: 501-0668-25 - Preston Road Lift Station Peak Flow Storage Tank
Attachments: 1. Map
Date Ver.Action ByActionResultAction DetailsMeeting DetailsVideo
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Upper East Fork Interceptor System

 

title

Preston Road Lift Station Peak Flow Storage Tank; Project No. 501-0668-25; Engineering Services Agreement - Final Engineering

 

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SUBJECT

 

recommendation

Authorize funding in the amount of $2,186,300 for an engineering services agreement to HDR Engineering, Inc., for final design of the Preston Road Lift Station Peak Flow Storage Tank.

 

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PURPOSE

 

This project, in combination with other projects, is necessary to meet the wet-weather wastewater flow projections in this portion of the Upper East Fork Interceptor System. Without the peak flow storage tank, the projected inflows to the Preston Road Lift Station will exceed the firm capacity of the lift station.

 

RECOMMENDATION

 

The Executive Director and NTMWD staff recommend the Board of Directors authorize the Executive Director to execute an engineering services agreement (ESA) as follows:

 

Consultant:

HDR Engineering, Inc.

 

 

Scope:

Final Engineering Design

 

 

Project:

No. 501-0668-25, Preston Road Lift Station Peak Flow Storage Tank

 

 

Amount:

$2,186,300

 

 

Committee:

This will be an item on the March 25, 2026, Wastewater Committee meeting agenda

 

 

 

 

 

 

DRIVER(S) FOR THIS PROJECT

 

Strategic Objective:

1.2: Successfully Deliver Capital Program                                                                                                1.4: Reliable and Resilient Systems

 

Regulatory Compliance

Asset Condition

Capacity

Redundancy/Resiliency

Relocation or External Requests

Operational Efficiency

Safety

Administrative

Policy

Other _____________

 

BACKGROUND

 

                     The Preston Road Lift Station (PRLS) serving the Upper East Fork Interceptor System (UEFIS) is in the City of Plano, has a design firm capacity of 30.0 million gallons per day (MGD) and conveys flow through two force mains: the Preston Road Force Main (FM) and the 121 FM.

                     The Preston Road FM sends flow to the Russell Creek Interceptor and the Wilson Creek Regional Wastewater Treatment Plant and has a maximum capacity of 8 MGD. The 121 FM send flows to the Wilson Creek FM and the Wilson Creek Regional Wastewater Treatment Plant and has a capacity of 22.0 MGD.

                     Due to evolving growth and service demands in the UEFIS, the station capacity must be increased to accommodate future peak flows.

                     The UEFIS Regional Capacity and Assurance Report and the subsequent conceptual design report by HDR recommend a peak flow storage tank and ancillary structures adjacent to the PRLS site. The tank design criteria include provisions for attenuation of near-term peak flow of 47.5 MGD with the flexibility to be expanded in the future with the addition of a peak flow pump station.

 

PROJECT PURPOSE

 

                     The PRLS needs to increase its capacity to handle future peak wastewater flows due to growing service demands in the UEFIS by constructing a below-ground peak flow storage tank with an initial capacity of 4 million gallons (MG), expandable to 11 MG in the future by adding a peak flow pump station. This project ensures the PRLS can manage increased flows and meet future service requirements and enhances the overall efficiency and reliability of our wastewater management system.

                     The planning level estimated cost is $59,000,000.

                     Tentative schedule is to have peak flow tank in service before end of 2029.

 

PROJECT COMPONENTS

 

                     Peak flow storage tank with an initial capacity of 4.0 MG, gravity-in, gravity-out and pump-out arrangement, expandable to 11.0 MG with the addition of a peak flow pump station in the future.

                     Drain pump station to return remaining volume after gravity drain. 

                     Influent junction structure to divert flow to the peak flow storage tank.

                     Odor control system duct improvements to serve the influent junction structure. 

                     Odor control system to serve the peak flow storage tank and drain pump station.

                     On-site stormwater detention pond.

                     Yard Piping.

 

BASIC SERVICES

 

                     Project Management, coordination and design review workshops

                     Final engineering design services

                     Bid phase services

 

SPECIAL SERVICES

 

                     Permitting fee allowance

                     Local agency coordination

                     City of Plano Parks easement coordination

                     Flood study

                     Site plan preparation

 

ENGINEERING SERVICES FEE

 

Description                     Amount

Basic Services                     $1,951,300   

Special Services                     $235,000

Requested Amount                     $2,186,300

 

FUNDING

 

Funding in the amount of $2,186,300 to HDR Engineering Inc is to be made available from the Upper East Fork Interceptor System Construction Funds.