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Reclamation District 501 Ryer Island - Annual Levee Maintenance FY 24-25

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State & Local

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The Central Valley Flood Protection Board has issued solicitation WA2025078 for the Ryer Island Annual Routine Maintenance Project in Solano County, California. The project focuses on repairing two erosion sites along the Cache Creek Slough levee, covering approximately 600 lineal feet between Levee Mile 0.36 to 0.55 and Levee Mile 0.86 to 1.04. All work must be performed in accordance with the Standard Operations and Maintenance Manual for the SAC 000 Section IV-05. The scope of work includes clearing and grubbing vegetation followed by the placement of approximately 2,500 tons of 3-inch minus earthen fill material and an equivalent amount of 18-inch minus quarry stone riprap for rock slope protection. Because all activities will occur above the Mean High High Water Mark, no water diversion or dewatering is required. The project is classified under NAICS code 237990 and is exempt from CEQA under categorical exemptions for minor alterations and maintenance of existing structures. Administrative oversight is provided by Jennifer Calles of the Central Valley Flood Protection Board and Tessa Marlow of Kjeldsen, Sinnock & Neudeck on behalf of Reclamation District 501.

General Info

Solano County levee erosion repair involving vegetation clearing, earthen fill, and riprap installation.

Agency

California → Central Valley Flood Protection Board

NAICS

237990 - Other Heavy and Civil Engineering ConstructionView NAICS

Place of Performance

CA

Set-Aside

NONE

Documents

(1)

Notice of Exemption - Ryer Island Annual Routine Maintenance Project 2025

PDFnotice-of-exemption

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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
Jennifer CallesSenior Environmental Scientist
Tessa Marlow of Kjeldsen Sinnock & NeudeckEnvironmental Manager

Full Description

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To repair two erosion sites along the Cache Creek Slough consistent with Standard Operations and Maintenance Manual for the SAC 000 Section IV-05. Combined, the two sites are approximately 600 lineal feet located form Levee Mile 0.36 to 0.55 and Levee Mil 0.86 to 1.04. The proposed work includes riprap repair requiring approximately 2,500 tons of 3-inch minus earthen fill material and an equivalent amount of rock slope protection, consisting of 18-inch minus quarry stone riprap. Work will occur above the Mean High High Water Mark and will not require dewatering or water diversion. Vegetation will be cleared and grubbed prior to riprap placement.

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