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Wilker Stream Crossing Project (Notification of Lake or Streambed Alteration, No. EPIMS-MEN-67734-R1C)

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EPIMS-MEN-67734-R1CState & Local

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The California Department of Fish and Wildlife has executed Lake or Streambed Alteration Agreement EPIMS-MEN-67734-R1C with Frank Wilker for the Wilker Stream Crossing Project in Mendocino County. Pursuant to Section 1602 of the Fish and Game Code, the project is authorized as a Class 1 Categorical Exemption for the repair and minor alteration of an existing stream crossing. The scope of work is limited to a single encroachment involving excavation, the installation of a broad dip centered at the crossing, and the addition of rock road base extending approximately five feet on each side of the dipped section. Additional requirements include the backfill and compaction of outboard fill material and the placement of rock armor with a median diameter of 6 to 9 inches along the fill face. To protect the environment, vehicle operation on the crossing is prohibited whenever surface flow is present.

General Info

CDFW authorizes Frank Wilker to repair a stream crossing in Mendocino County.

Agency

California → Fish and Wildlife, Region 1 - Northern Region, Redding and Eureka

Place of Performance

approximately four miles east of the town of Potter Valley, CA

Set-Aside

NONE

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Organization & Contact Information

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AgencyCalifornia → Fish and Wildlife, Region 1 - Northern Region, Redding and Eureka
Contacts2 people available
OfficeN/A
Organization / Agency
California → Fish and Wildlife, Region 1 - Northern Region, Redding and Eureka
Office AddressN/A
Contacts
Jessica RyanEnvironmental Scientist
Frank WilkerPlease contact Jessica Ryan

Full Description

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The California Department of Fish and Wildlife has executed Lake or Streambed Alteration Agreement EPIMS Notification No. EPIMS-MEN-67734-R1C, pursuant to Section 1602 of the Fish and Game Code to Frank Wilker. The Project is limited to one (1) encroachment to upgrade an existing stream crossing. Work for this encroachment will include excavation, installation of a broad dip centered at the crossing and addition of rock road base ±5-feet on each side of the dipped section, backfill and compaction of outboard fill material, and placement of rock armor along fill face with a median diameter (D50) of 6 to 9-inches. Vehicles shall not be operated on the crossing when surface flow is present.

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