Front Street Landslide Repair Project (Lake or Streambed Alteration Agreement No. 1600-2015-0462-R3)

2 Documents in Project

Summary

SCH Number
2016042053
Lead Agency
Danville, City of (City of Danville)
Document Title
Front Street Landslide Repair Project (Lake or Streambed Alteration Agreement No. 1600-2015-0462-R3)
Document Type
NOD - Notice of Determination
Received

Document Description
CDFW has executed Lake and Streambed Alteration Agreement No. 1600-2015-0462-R3, pursuant to section 1602 of the Fish and Game Code to the project Applicant, Town of Danville as represented by Steve Jones. Project is limited to the stabilization of San Ramon Creek through the installation of a soldier pile wall and imported fill near Front Street in the town of Danville as well as the removal of unstable material. The soldier pile wall shall require placement of 15.5 cubic yards of cement and impact an area 28.3 sq. ft. over 85 linear feet. The bank stabilization shall lay back the slopes to a 2:1 ratio impacting an area 4,715 sq. ft. over 130 linear feet employing 600 cubic yards of rock slope protection and 800 cubic yards of earthen fill.

Contact Information
Robert Stanley
CDFW
7329 Silverado Trail
Napa, CA 94558

707-944-5573

Location

Coordinates
37°49'24.1"N 121°59'56.05"W
Cities
Danville
Counties
Contra Costa
Cross Streets
Front St/Diablo Rd
Zip
94526
Total Acres
.18(8,000 sf)
State Highways
I-680
Schools
San Ramon Valley HS
Waterways
San Ramon Creek

Notice of Determination

Approving Agency
CDFW
Approving Agency Role
Responsible Agency
Approved On
Final EIR Available Location
7329 Silverado Trail, Napa, CA 94558

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 Negative Declaration was prepared for this project pursuant to the provisions of CEQA
Yes
(3) Mitigated measures were made a condition of the approval of the project
Yes
(4) A Statement of Overriding Considerations was adopted for this project
No
(5) Findings were made pursuant to the provisions of CEQA
No
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