Widening and Railing Replacements at Three Bridges
13 Documents in Project
Summary
SCH Number
2014021064
Lead Agency
California Department of Transportation, District 6
Document Title
Widening and Railing Replacements at Three Bridges
Document Type
NOD - Notice of Determination
Received
Posted
3/8/2017
Present Land Use
transportation, agriculture, canal
Document Description
To widen the existing bridge to 12 feet and increase shoulder width to 8 feet for a total final width of 44 feet. There will be a total of six new 18 inch diameter cast-in-steel-shell (CISS) piles driven into the creek to support the widened portions of the bridge. The new CISS piles will align with the existing piers. The bridge approaches will be widened to accommodate the widened bridge and the bridge railing will be replaced to meet current highway standards.
Contact Information
Name
James Herota
Agency Name
Central Valley Flood Protection Board
Contact Types
Lead/Public Agency
Phone
Location
Cities
Woodlake
Counties
Tulare
Cross Streets
SR 201/Road 116; SR 201/Friant-Kern Canal; SR 216/Dry Creek Drive
Zip
93615
State Highways
Hwy 65, 245, 198
Waterways
Sand Creek, Friant-Kern Canal, Kaweah River
Other Location Info
SR 201 and 216
Notice of Determination
Approving Agency
Central Valley Flood Protection Board
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
Yes
(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
Yes
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