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Watkins Low Water Crossing

Active
State & Local

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The Watkins Low Water Crossing project, managed by the Central Valley Flood Protection Board, involves replacing an existing concrete crossing and riprap in San Joaquin County, California, as part of the Calaveras Fish Passage Improvements for Flashboard Dam and Low Water Crossing Project. The scope of work includes the installation of ten precast Type 2 reinforced concrete box culvert sections, arranged in two rows of five, with each section measuring approximately 10 feet wide, 21 feet long, and 8 feet high, along with the construction of associated concrete wingwalls. The project is located in-channel of Mormon Slough, approximately one mile downstream of the Escalon-Bellota Road Bridge. Technical requirements include grading approximately 650 linear feet of streambed to create a 10-foot-wide low-flow channel with 2:1 side slopes. This effort involves approximately 2,204 cubic yards of excavation and 1,815 cubic yards of fill within a 43,000-square-foot project footprint. All disturbed areas will be finished using native and engineered streambed materials. The project is classified under NAICS code 237310 and has been granted a Notice of Exemption from CEQA as it constitutes a minor alteration and replacement of existing facilities without expansion of use.

General Info

Replace old crossing with ten box culverts, restore streambed, ensure fish passage in Mormon Slough, California.

Agency

California → Central Valley Flood Protection Board

Place of Performance

CA

Set-Aside

NONE

Documents

0

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Organization & Contact Information

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AgencyCalifornia → Central Valley Flood Protection Board
Contacts2 people available
OfficeN/A
Organization / Agency
California → Central Valley Flood Protection Board
Office AddressN/A
Contacts
Jordan RobbinsSenior Environmental Scientist
Manuel VerduzcoSenior Engineer

Full Description

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To replace the existing Watkins low-water crossing as part of the Calaveras Fish Passage Improvements for Flashboard Dam and Low Water Crossing Project. The project includes replacement of the existing concrete crossing and riprap with ten precast Type 2 reinforced concrete box culvert sections arranged in two rows of five culverts, each approximately 10 feet wide, 21 feet long, and 8 feet high, and construction of associated concrete wingwalls. The project also includes grading approximately 650 linear feet of streambed. Grading will create a 10-foot-wide low-flow channel with 2:1 side slopes and includes approximately 2,204 cubic yards of excavation and 1,815 cubic yards of fill within an approximately 43,000-square-foot project footprint. Disturbed areas will be finished with native material and engineered streambed material.

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