Sentinel Butte Mutual Water Company (SBMWC) Flood Capture Basin Project
2 Documents in Project
Summary
SCH Number
2024090379
Lead Agency
East Kaweah Groundwater Sustainability Agency
Document Title
Sentinel Butte Mutual Water Company (SBMWC) Flood Capture Basin Project
Document Type
NOD - Notice of Determination
Received
Posted
10/30/2024
Document Description
Project Background and Purpose Sentinel Butte Mutual Water Company (SBMWC) has received funding through the Department of Water Resources (DWR) to construct a multi-cell flood capture basin (Project). The funding will allow the SBMWC to construct several basin cells that would allow for approximately 80-acre-feet of storage. This Project would increase the flood water capture/storage capacity for the City of Woodlake which in recent years has suffered heavy damages, the storm season of Winter 2023 being a prime example. Flood hazards in the area are further exacerbated by the lack of a Flood Control District in Woodlake, making this type of Project vital for the city and surrounding area. Project Description The Project is located in Woodlake, Tulare County. The Project would entail constructing a new multi-cell flood water capture basin on an approximate 27-acre site and connecting to existing infrastructure. The proposed basin Project would capture high flows during flood periods primarily from the Kaweah River through the Wutchumna Ditch. The Project would consist of the construction of a cells excavated to an approximate depth of 6’ below existing grade, and the basins would have the capacity to store approximately 50 acre-feet (AF) of water. The Project will also include a new turnout structure within Wutchumna Ditch to divert water into the proposed basin cells. The turnout structure will connect to a basin inlet structure through 120 LF of piping, equipped with a metered connection and rip rap. The turnout structure will be located northwest of the proposed basin cells along the south bank of the existing ditch. Three interbasin connection structures will also be constructed to connect the proposed cells, each connection will be equipped with two structures, rip rap and approximately 50 LF of piping. A basin outlet connection will also be incorporated through the construction of a basin outlet structure, equipped with approximately 45 LF of piping and rip rap. The basin outlet pipeline will terminate at an existing control box operated by SBMWC. In the future when water is available, SBMWC will set a temporary sump pump in the outlet pipeline to pump into the existing standpipe for delivering the flood water to their existing system.. Construction activities will include excavating to an approximate depth of 6’ below existing grade with a basin cut of approximately 90,000 cubic yards. The Project will also include three stockpile locations to store excess dirt on site. Over time, the basin footprint may grow as additional dirt is removed from the stockpiles on site and that area could be utilized for additional storage volume. Once initial excavation is completed the basins will be graded and constructed as per design specifications. Through these improvements the project is anticipated to capture 30 AF/y of flood waters. This estimate assumes that the basin cells developed will provide 50 AF of volume. During wet years it is assumed the cells will completely fill and empty approximately three (3) times providing for 150 AF in those years. Estimating two (2) wet years in 10 years, the average annual is 30 AF/y. Construction Schedule Construction activity for the Project is anticipated to be completed over approximately 4-6 months, beginning in Fall of 2024 (estimated December) and ending by May of 2025. The Project includes mobilization, site preparation, earthwork and structures placement; turnout structures, interbasin and basin outlet structures. After construction completion, performance testing and demobilization would occur. Equipment Construction equipment will likely include the following equipment used during construction: • Excavators, • Backhoes, • Graders, • Skid steers, • Loaders, • Hauling trucks, • Scrapers, • 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 will include system testing, commissioning, and site clean-up. Construction will require temporary staging and storage of materials and equipment. Staging areas will be located onsite. Operation and Maintenance Operation and maintenance of the stormwater capture basin will be performed by SBMWC existing maintenance staff.
Contact Information
Name
Michael Hagman
Agency Name
East Kaweah Groundwater Sustainability Agency (EKGSA)
Job Title
Executive Director
Contact Types
Lead/Public Agency
Phone
Email
Location
Coordinates
Cities
Woodlake
Counties
Tulare
Regions
Southern California
Total Acres
27
Parcel #
060-160-003, 060-160-056, and 060-160-058
Other Location Info
The Project site is located in Tulare County outside of the city limits of the City of Woodlake due west of Bravo Lake and adjacent to Wutchumna Ditch and is approximately 197 miles southwest of Sacramento and 71 miles north of Bakersfield.
Notice of Determination
Approving Agency
East Kaweah Groundwater Sustainability Agency
Approving Agency Role
Lead Agency
Approved On
County Clerk
Tulare
Final Environmental Document Available at
East Kaweah GSA office located at 240 West Lindmore Street, Lindsay CA 93247
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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