Yuba River Basin, California Project- Marysville Ring Levee - Phase 2B and 3
17 Documents in Project
Summary
SCH Number
2010024001
Lead Agency
Central Valley Flood Protection Board
Document Title
Yuba River Basin, California Project- Marysville Ring Levee - Phase 2B and 3
Document Type
NOD - Notice of Determination
Received
Posted
7/3/2019
Document Description
Phase 2B and 3 occur along existing levees located south of 1st St. and east of A St., 12th St., and Hwy 20. Phase 2B: A soil bentonite (SB) wall will be constructed through the center of the levee using the Open Trench Method. The wall would span approx. 5, 1000 ft. in length, have a max. depth of 55 ft., and min. thickness of 3 ft. Phase 3: A SB or soil cement bentonite wall, using Open Trench or Deep Mix method, depending on depth, will be constructed through the center of the levee. The wall would span approx. 9,700 ft in length, have a max. depth of 130 ft., and min. thickness of 3 feet.
Contact Information
Name
David Martasian
Agency Name
CV Flood Protection Board
Contact Types
Lead/Public Agency
Phone
Name
Agency Name
Central Valley Flood Protection Board
Contact Types
Project Applicant
Location
Cities
Marysville
Counties
Yuba
Cross Streets
Marysville, CA - Yuba County - north and west of Yuba River
Notice of Determination
Approving Agency
Central Valley Flood Protection Board
Approving Agency Role
Lead 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
Yes
(5) A Statement of Overriding Considerations was adopted for this project
No
(6) Findings were made pursuant to the provisions of CEQA
No
Attachments
Notice of Determination
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