Chase Street Bridge Replacement (Lake or Streambed Alteration Agreement No. 1600-2015-0332-R3)
4 Documents in Project
Summary
SCH Number
2014102048
Lead Agency
City of Sonoma
Document Title
Chase Street Bridge Replacement (Lake or Streambed Alteration Agreement No. 1600-2015-0332-R3)
Document Type
NOD - Notice of Determination
Received
Posted
2/22/2016
Present Land Use
Surrounded by Mixed Use and Low Density Residential
Document Description
The project is limited to the replacement of the structurally deficient Chase Street Bridge. The project includes the demolition of the existing bridge and construction of the replacement bridge. The existing bridge is a 23-ft wide, 24-ft long two-lane structure. The new bridge will be a single-span 53-ft wide, 30-ft long concrete bridge with 12-ft high abutments, widened to accommodate shoulders and sidewalks. CDFW has executed lake and streambed alteration agreement no. 1600-2015-0332-R3, pursuant to section 1602 of the fish and game code to the project applicant, Dan Takasugi/City of Sonoma.
Contact Information
Name
Lorie Hammerli
Agency Name
CDFW Bay Delta
Contact Types
Lead/Public Agency
Phone
Location
Coordinates
Cities
Sonoma
Counties
Sonoma
Cross Streets
Chase Street and Broadway (SR-12)
Zip
95476
Total Acres
.37
Parcel #
Multiple
State Highways
SR 12
Schools
Sonoma Valley High
Waterways
Nathanson Creek
Notice of Determination
Approving Agency
CDFW
Approving Agency Role
Responsible Agency
Approved On
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 Mitigated or a Negative Declaration was prepared for this project pursuant to the provisions of CEQA
Yes
(2c) An other document type was prepared for this project pursuant to the provisions of CEQA
No
(3) Mitigated measures were made a condition of the approval of the project
No
(4) A mitigation reporting or monitoring plan was adopted for this project
N/A
(5) A Statement of Overriding Considerations was adopted for this project
No
(6) Findings were made pursuant to the provisions of CEQA
No
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