Recharge Basin Phase III Project
Summary
SCH Number
2024101179
Lead Agency
Fresno Irrigation District
Document Title
Recharge Basin Phase III Project
Document Type
MND - Mitigated Negative Declaration
Received
Present Land Use
All three basin sites as well as the immediate surrounding areas have a General Plan Designation of Agricultural and are all zoned AE (Exclusive Agriculture).
Document Description
Fresno Irrigation District (FID or District) is proposing to construct three recharge basins in Fresno County within District boundaries. The basins will range in size from 19 to 53 acres and will all connect to the FID Thompson No. 54 canal, and a pipeline running north to Barstow Ave on adjacent private land connecting to the Herndon No. 39 Canal which is an existing District water conveyance facility. All three sites may have extraction wells and recovery wells constructed. All the proposed basins will have perimeter fencing. The total Project Area of Potential Affect (APE) for biological and cultural surveys is identified as 93 acres for all three sites.
The proposed benefits of all three basins includes recharge, new storage of floodwater, providing new habitat for waterfowl and to assist the District to maintain its commitments to the Kings River fisheries management program by providing place for fish management water to be diverted in dry years. These basin sites are all in a critical location for the District to perform recharge and would capture and use storm
and flood water supplies available to FID.
The following components would be consistent at each basin site:
• For turnout construction, the Project will cut a notch approximately 8 x 8 feet in the
canal wall (like a box culvert) that water will go through. Then a gate outside the
existing FID canal will be constructed that will measure and control flow.
• Basin depth would be up to 20 feet below ground surface. (Vertical APE)
• Up to two monitoring wells, placed approximately ¼ mile from existing wells at each
basin site,
• Each basin will have an automated gate with flow measurement and/or a canal gate
with downstream metering stand,
• Perimeter fencing- cattle fence, any fencing will not impact the existing canal
infrastructure
• Excavation would be balanced onsite or exported offsite, as needed to a District
approved location,
• Up to two recovery wells and discharge pipeline to deliver ~5 cfs to adjacent existing
FID canal infrastructure, placed approximately ¼ mile from existing wells at each
basin site.
• Maximum berm height of six (6) feet measured from the lowest point at the
downstream toe of the berm to its maximum storage elevation, which is typically the
spillway crest.
• No weirs or turnouts will be removed at any basin site location.
Specific details that are unique to each recharge basin are outlined below.
Metzler Recharge Basin:
The Project includes construction of a new 19-acre recharge basin, including earthwork and structures located at the intersection of N. Jameson Avenue and W. Shaw Avenue, identified as APN 016-450-71S in Fresno County. The property is currently vacant and clear of vegetation. The proposed basin cells will use
up the majority of the site with a berm buffer at the perimeter inside the proposed fencing. The District owns the conveyance canal, Thompson No. 54, crossing the Project site. The Project would provide approximately 220 AF of flood water surface storage and recharge approximately 1,320 AF/year annual average. There will be no impacts to the headgate in the southeast corner of the APE. The Project includes
the following construction components that would connect to Thompson No. 54 Canal which exists to the east.
• Two basin outlet structures with connections to Thompson No. 54 Canal and the
proposed Schmall Recharge Basin.
• Vehicular access would be off of Shaw Avenue.
Schmall Recharge Basin
The Project includes construction of a new 53-acre recharge basin including earthwork and structures near the intersection of N. Jameson Avenue and W. Shaw Avenue, identified as APNs 016-450-33, 51, and 62 in Fresno County. The land has been previously cleared of vines and the APE would extend along the east side
of the Thompson No. 54 District-owned canal and potentially to the Herndon No. 39 canal to the north. The proposed basin cells will use up the majority of the site with a berm buffer at the perimeter inside the proposed fencing. The Project would provide approximately 300 AF of flood water surface storage and recharge approximately 1,800 AF/year annual average. The Project includes the following construction
components that would connect to Thompson No. 54 canal which exists to the west.
• Two basin outlet structures.
• Vehicular access would be off of Jameson Ave.
• Pipeline running north to Barstow Ave on adjacent private land connecting to the
Herndon No. 39 Canal (an easement would be needed by FID) may be constructed.
If this connection is made, a pipeline connection between the proposed Schmall
Basin and Metzler Basin may also be made.
• If the proposed basin will connect to the Thompson No. 54 canal, the pipeline would
be within an open cut trench or jack and bore underneath.
Schneider Recharge Basin
The Project includes construction of a new 21-acre recharge basin including earthwork and structures, near the intersection of N. Jameson Avenue and W. Gettysburg Avenue, identified as APN 016-091-58, in Fresno County. The APE is located south of the Thompson No. 54 Canal. The proposed basin cells will use up the majority of the site with a berm buffer at the perimeter inside the proposed fencing. The Project would provide approximately 80 AF of flood water surface storage and recharge approximately 480 AF/year annual average. There will be no impacts to the private residential farm bridge. The Project includes the following construction components that would connect to Thompson No. 54 Canal which exists to the east.
• Basin outlet structure.
• Vehicular access would be off Jameson.
Construction
Construction of the Project is assumed to be completed over the course of approximately three years, with each of the three basins being constructed over approximately six months, starting each fall from the years 2025-2027. The Project parcels have been and/or would be cleared of vegetation, fencing, structures, and
other debris. The Project includes mobilization, site preparation, berm construction surrounding the basins; earthwork and structures placement; Project turnout(s), metering stands, diversion check structures, intrabasin and basin outfall structures. New berm construction would not exceed six feet, measured from the exterior toe to the top of new levee. For the canal connections to the proposed basins, FID would cut
a notch (less than 50-ft wide) in the existing District canal wall, insert a pipeline, and put up one outlet structure, pre-cast concrete ideally or cast in place into canal. The Project may include ponds/cells within the basins separated by berms/levees. After construction completion, performance testing and demobilization would occur.
Equipment
Construction equipment would likely include the following equipment used during construction:
• Excavators,
• Backhoes,
• Graders,
• Skid steers,
Loaders,
• Hauling trucks,
• Scrapers,
• Sheep’s foot compactors (Large and Small dependent on area conditions),
• D9 dozer,
• large tractor and large discing unit,
• Water trucks supplying water for dust control and conditioning soil for compaction, and
• Large watercannon and hoses.
Post-construction activities would include system testing, commissioning, and site clean-up. Construction would require temporary staging and storage of materials and equipment. Staging areas would be located onsite.
Operation and Maintenance
Each of the proposed basin sites include construction of a recovery well and monitoring wells to assist the District with monitoring and managing the groundwater recharge basins and levels. The District’s operation of the basins would be consistent with the District’s other similar facilities in that groundwater conditions would be monitored to minimize negative impacts on the surrounding areas (such as nearby wells, crops, and septic systems).
Contact Information
Name
Laurence Kimura
Agency Name
Fresno Irrigation District
Job Title
Chief Engineer
Contact Types
Lead/Public Agency / Project Applicant
Phone
Name
Briza Sholars
Agency Name
Provost & Pritchard Consulting Group
Job Title
Senior Planner, Environmental Project Manager
Contact Types
Consulting Firm
Address
Phone
Email
Location
Cities
Biola, Fresno, Kerman
Counties
Fresno
Regions
Northern California
Total Acres
93
Parcel #
326-040-23S, 016-450-33, 51, and 62, 016-091-58
Other Location Info
The Project site is located within the Central San Joaquin Valley of California, in the western unincorporated jurisdiction of Fresno County. The centroid for all three basin sites is 36.802°N, 119.988°W. The Project consists of three separate recharge basin facilities, ranging in size from 19-53 acres, totaling 93 acres.
Notice of Completion
State Review Period Start
State Review Period End
State Reviewing Agencies
California Air Resources Board (ARB), California Department of Fish and Wildlife, Central Region 4 (CDFW), California Department of Parks and Recreation, California Department of Transportation, District 6 (DOT), California Department of Water Resources (DWR), California Governor's Office of Emergency Services (OES), California Highway Patrol (CHP), California Native American Heritage Commission (NAHC), California Natural Resources Agency, California Regional Water Quality Control Board, Central Valley Fresno Region 5 (RWQCB), Central Valley Flood Protection Board, Office of Historic Preservation, State Water Resources Control Board, Division of Drinking Water, District 12, State Water Resources Control Board, Division of Drinking Water, District 23, State Water Resources Control Board, Division of Water Rights, California Department of Conservation (DOC)
State Reviewing Agency Comments
California Department of Conservation (DOC)
Development Types
Other (Recharge Basins)
Local Actions
Recharge Basins
Project Issues
Biological Resources, Cultural Resources, Tribal Cultural Resources
Attachments
Draft Environmental Document [Draft IS, NOI_NOA_Public notices, OPR Summary Form, Appx,]
Notice of Completion [NOC] Transmittal form
State Comment Letters [Comments from State Reviewing Agency(ies)]
Disclaimer: The Governor’s Office of Planning and Research (OPR) accepts no responsibility for the content or accessibility of these documents. To obtain an attachment in a different format, please contact the lead agency at the contact information listed above. For more information, please visit OPR’s Accessibility Site.