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File #: 25-6095    Version: 1
Type: Administrative Memorandum Status: Agenda Ready
File created: 1/8/2025 In control: Board of Directors
On agenda: 1/23/2025 Final action:
Title: Texoma Raw Water Pipeline to Leonard Water Treatment Plant Pipeline Project No. 101-0642-24; Engineering Services Agreement - Final Engineering
Sponsors: Water Committee - Committee Action
Indexes: .RWS - Bois d'Arc Lake, .RWS - Regional Water System, Engineering Services Agreement - Final Engineering
Code sections: 101-0642-24 - Texoma Raw Water Pipeline to Leonard WTP Pipeline
Attachments: 1. Map
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Regional Water System

 

 

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Texoma Raw Water Pipeline to Leonard Water Treatment Plant Pipeline

Project No. 101-0642-24; Engineering Services Agreement - Final Engineering

 

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SUBJECT

 

recommendation

Authorize funding in the amount of $4,910,000 for final engineering services with Freese and Nichols, Inc. associated with the design of the proposed pipeline from the existing Texoma-Wylie Raw Water Pipeline to the Terminal Storage Reservoir (TSR) at Leonard Water Treatment Plant (WTP).

 

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PURPOSE

 

This project will divert 70 million gallons per day (MGD) of raw water from Lake Texoma to the Leonard WTP for blending with Bois d’Arc Lake water. This increases overall raw water available for treatment as Leonard WTP is expanded to its ultimate capacity of 280 MGD.

 

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:

Freese and Nichols, Inc.

 

 

Scope:

Final Engineering Design

 

 

Project:

Texoma Raw Water Pipeline to Leonard WTP Pipeline

 

 

Amount:

$4,910,000

 

 

Committee:

This will be an item on the January 22, 2025, Water Committee 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 Leonard WTP has an ultimate capacity of 280 MGD. Projected demand growth in the service area calls for the Leonard WTP to have a treatment capacity of 210 MGD no later than 2030. Under the current raw water supply configuration, increasing the Leonard WTP treatment capacity to 280 MGD will be constrained by the available water from Bois d’Arc Lake.

 

Due to changes in potential raw water supply in the overall NTMWD system, the Long-Range Water Supply plan recommended the Texoma Raw Water Pipeline to Leonard WTP Pipeline  be in service by 2030 to match the expansion capabilities at the Leonard WTP. In January 2024, Administrative Memorandum No. 24-5978 awarded preliminary design for the Texoma Raw Water Pipeline to Leonard WTP Pipeline.  The  preliminary design is completed and NTMWD is ready to proceed with the final design.

 

PROJECT PURPOSE

                     Transport approximately 70 MGD of Texoma raw water through an 84-inch poly-coated mortar-lined steel pipe to the Leonard WTP Terminal Storage Reservoirs site.

                     This pipeline will connect to the existing 96-inch Texoma Raw Water pipeline south of the Howe Balancing Reservoir and will connect to the existing Bois d’Arc Raw Water Pipeline upstream of the Terminal Storage Reservoirs at the Leonard WTP site. The second terminal storage reservoir is anticipated to begin construction during fiscal year 2025.

                     This pipeline corridor is approximately 9 miles, approximately 48,000 linear feet.

                     The budgeted construction cost for this project is $108M.

 

PROJECT COMPONENTS

                     Bois d’Arc Lake Raw Water Pipeline (BDL RWPL) Connection Details Design

                     Surge analysis to evaluate hydraulic transient behavior of the system.

                     Conduct Environmental, Cultural Resources/Archeological, and Geotechnical Investigation.

                     Recommendation for corrosion protection system.

                     Recommendation for supervisory control and data acquisition (SCADA) and communication system.

                     Control Valve Pad and Communication and Controls Building Preliminary Plans

                     Final engineering design of pipeline and appurtenances.

                     Review final OPCC developed by the Construction Manager at-Risk (CMAR).  Consent Agenda Item No. 24C-44 approved the use of CMAR for this project at the November 2024 NTMWD Board of Directors meeting.

                     Environmental assessment for Texas Water Development Board (TWDB)

                     Land acquisition services and preparation of easement documents. Appraisals, field notes, and offer letters for 9 parcels in the final pipeline alignment corridor selected. The preliminary design contract scope of services included pre-acquisition service for fifty-five (55) parcels and the acquisition of twenty (20) parcels. 

 

BASIC SERVICES

                     Bois d’Arc Lake (BDL) Raw Water Pipeline (RWPL) Connection Details Design submittal

                     60% Design Submittal

                     90% Design Submittal

                     Final bid documents

                     Engineering Design Report

                     Construction and Equipment Procurement Packages and Bid Phase Services

                     Bid Processing

 

SPECIAL SERVICES

                     Geotechnical Services

                     Surge Analysis

                     Environmental Services

                     Subsurface Utility Engineering

                     Topographical Survey Services

                     Easement Acquisition Services

                     Support for State Water Implementation Fund for Texas (SWIFT) Funding

                     Texoma System Operations

 

CONSULTANT SELECTION PROCESS

 

                     A total of 6 engineering firms were interviewed and Freese and Nichols, Inc. was deemed as the most highly qualified firm for this project.

 

ENGINEERING SERVICES FEE

 

Description                     Amount

Basic Services                     $3,317,000

Special Services                     $1,593,000

Requested Amount                     $4,910,000

 

 

 

 

FUNDING

 

The Regional Water System Capital Improvement Fund will provide Freese and Nichols, Inc. with $4,910,000 in funding for final engineering services.