Sespe Creek Levee Improvements Project

3 Documents in Project

Summary

SCH Number
2013051010
Lead Agency
Ventura County Watershed Protection District
Document Title
Sespe Creek Levee Improvements Project
Document Type
NOD - Notice of Determination
Received

Document Description
The Ventura county Watershed Protection District (VCWPD) proposes to implement structural improvements along a section of the Sespe Creek Levee, located on the east side of Sespe Creek between Old telegraph Road and State Route 126 near the City of Fillmore. The Sespe Creek Levee improvements Project would raise the existing levee height by one to six feet along a 1,543-foot-long section, and add a 321-foot0long retaining wall along the landward side of a portion of the levee where existing residences are located. The proposed project would facilitate certification of existing levee structure by the Federal Emergency Management Agency (FEMA) and remove existing homes and businesses from the FEMA-designated flood hazard area.

Contact Information
Tully Clifford
Ventura County Watershed Protection District
800 S. Victoria Avenue
Ventura, CA 93009-1610

805 654 2040

Location

Cities
Fillmore
Counties
Ventura
Cross Streets
along Sespe Creek, between Old Telegraph Road and State Route 126
Zip
93015
Parcel #
multiple
State Highways
Hwy 126
Railways
Santa Paula Branch
Schools
Mountain Vista ES
Waterways
Sespe Creek

Notice of Determination

Approving Agency
County of Ventura
Approving Agency Role
Lead Agency
Approved On
Final EIR Available Location
County of Ventura 800 South Victoria Avenue, L#1740 Ventura CA 93009

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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