Lateral 7R Pipeline Replacement Project

2 Documents in Project

Summary

SCH Number
2024100182
Lead Agency
Westlands Water District
Document Title
Lateral 7R Pipeline Replacement Project
Document Type
NOD - Notice of Determination
Received
Posted
11/22/2024
Document Description
The proposed Project would involve the replacement and relocation of an approximately 4.2-mile-long segment of the WWD Lateral 7R, with delivery tie-ins and connections to two District reservoirs at existing pumping plant facilities. The pipeline will be installed across the I-5 transportation corridor and associated California Department of Transportation (Caltrans) right-of-way using jack-and-bore methods. Staging areas will be located onsite and adjacent to proposed pipeline within the Area of Potential Effect (APE). The APE identified for biological and cultural surveys is approximately 50 acres. The Project will replace an approximately 4.2-mile segment of the Lateral 7R, from STA. 109+81.60 to 212+88.30 and STA. 215+00.00 to 333+92.63. The existing mortar-lined steel pipe will be replaced with an equivalent size and class of High-Density Polyethylene (HDPE) pipe. Dimensions of the existing pipe to be replaced are as follows: • 2, 660 linear feet (+-) of 42-inch diameter • 7, 650 linear feet (+-) of 39-inch diameter • 2, 180 linear feet (+-) of36-inch diameter • 6,050 linear feet (+-) of33-inch diameter • 3, 660 linear feet (+-) of30-inch diameter Dimensions of the replacement pipe are as follows: • 13,943 linear feet (+-) of48-inch diameter • 5,038 linear feet (+-) of 42-inch diameter • 3,674 linear feet (+-) of36-inch diameter Pipeline replacement will entail using primarily open cut methods to install the new pipe parallel to the existing pipe. This will allow the existing pipe to remain in service during most of the construction window. While the existing pipeline travels through the landowner's farmable ground, the new alignment will be confined to existing dirt roads. Relocation of the pipeline alignment will require the acquisition of additional easements (four new easements across six Assessor's Parcel Numbers). The new lateral will be constructed to a depth meeting the requirements of the new and existing easements, while minimizing construction costs and avoiding existing utilities including multiple gas and petroleum transmission mains. Where the proposed alignment crosses Tumey Gulch, appropriate ingress and egress will need to be provided before open cut trenching can occur. First, vegetation and debris will be cleared from a 35- to 40-foot-wide corridor centered on the proposed pipeline location. Next, an excavator will be used to remove excess overburden from the trenching route, digging a path 14 to 16 feet wide and approximately 6 feet over the top of the proposed pipeline. The excavator would then be used to dig the trench for the pipe, following which the pipe would be placed (minimum depth of 6 feet below pre-project grade), backfilled, and compacted. Following pipeline installation across Tumey Gulch, the removed overburden will be returned to the trenching route, and the bed and banks of the gulch will be returned to pre-project contours to the maximum extent feasible. Where the proposed pipeline crosses Interstate 5 and the associated Caltrans right-of-way (ROW), jack and bore methods will be used to first install a new 66-inch steel casing under the ROW, following which the new 42-inch HDPE water main (carrier pipe) will be pulled through the casing. In addition to the pipeline replacement, nine delivery tie-ins up to and including the dresser coupling, and eight subline connections including the respective subline valves will be made. Additionally, the new pipeline will be connected into the inlet structure of the existing reservoirs at two separate pumping plants; these are identified as Reservoir 7R-B (Pumping Plant 7R-C) and Reservoir 7R-C (Pumping Plant 7R-D). Since the pipeline being replaced is a Federally owned but operated and maintained by Westlands and since WWD is acquiring new easements on USBR behalf, USBR will need to take action for the modification to the facility and transfer of the easements from WWD to USBR. Following construction, the existing pipe will be abandoned in place and filled with a two-sack cement slurry to prevent collapse in the future as the pipe material degrades.

Contact Information

Name
Kelly Vandergon, P.E., CP2
Agency Name
Westlands Water District
Job Title
Director of Operations and Maintenance
Contact Types
Lead/Public Agency

Location

Cities
western unincorporated Fresno County
Counties
Fresno
Regions
Northern California
Other Location Info
The Project is located in western Fresno County, along the West Dinuba Avenue alignment both east and west of Interstate 5 (I-5) and west of State Route (SR) 33. It may be found on the Monocline Ridge United States Geological Survey (USGS) 7.5-minute quadrangle, in Sections 26, 27, 28, 29, 30, 33, and 35 of Township 15 South, Range 13 East, Mount Diablo Base and Meridian.

Notice of Determination

Approving Agency
Westlands Water District
Approving Agency Role
Lead Agency
Approved On
County Clerk
Fresno
Final Environmental Document Available at
Westlands Water District, District Office located at 286 W. Cromwell Ave, Fresno, CA 93711

Determinations

(1) The project will have a significant impact on the environment
No
(2a) An Environmental Impact Report was prepared for this project pursuant to the provisions of CEQA
No
(2b) A Mitigated or a Negative Declaration was prepared for this project pursuant to the provisions of CEQA
Yes
(2c) An other document type was prepared for this project pursuant to the provisions of CEQA
No
(3) Mitigated measures were made a condition of the approval of the project
Yes
(4) A mitigation reporting or monitoring plan was adopted for this project
Yes
(5) A Statement of Overriding Considerations was adopted for this project
No
(6) Findings were made pursuant to the provisions of CEQA
No

Attachments

Notice of Determination

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