SAA 1600-2013-0113-R2

4 Documents in Project

Summary

SCH Number
2013052034
Lead Agency
Citrus Heights, City of (City of Citrus Heights)
Document Title
SAA 1600-2013-0113-R2
Document Type
NOD - Notice of Determination
Received

Document Description
The California Department of Fish and Wildlife is executing Streambed Alteration Agreement number 1600-2013-0113-R2, pursuant to Section 1602 of the Fish and Game Code to the project applicant, the City of Citrus Heights. The project is limited to the placement of 94.4 feet by 10.2 feet prefabricated railcar pedestrian bridge over Cripple Creek. The bridge will include metal railings on each side of the railcar frame, and consists of asphalt pavement, concrete abutments and wing walls. Structural excavation and backfill for bridge abutments and will walls will require approximately 22 cubic yards of excavation and 20 cubic yards of backfill.

Contact Information
Amy Kennedy
Department of Fish and Wildlife
North Central Region 1701 Nimbus Road, Suite A
Rancho Cordova, CA 95670

916 358 2842

Location

Coordinates
38°41'1"N 121°16'26"W
Cities
Citrus Heights
Counties
Sacramento
Cross Streets
Old Auburn Road between Fair Oaks Boulevard and the east City limits at Wachtel Way
Zip
95621
Total Acres
46
Waterways
Cripple Creek
Township
10
Range
6
Section
36

Notice of Determination

Approving Agency
Department of Fish and Wildlife
Approving Agency Role
Responsible Agency
Approved On
Final EIR Available Location
Citrus Height Planning Department, 6237 Fountain Square, Citrus Heights, CA 95621

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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