North San Joaquin Water Conservation District Pixley Slough Diversion #2 Rehabilitation Project (Streambed Alteration Agreement No. 1600-2018-0057-R2)

7 Documents in Project

Summary

SCH Number
2016032012
Lead Agency
San Joaquin County
Document Title
North San Joaquin Water Conservation District Pixley Slough Diversion #2 Rehabilitation Project (Streambed Alteration Agreement No. 1600-2018-0057-R2)
Document Type
NOD - Notice of Determination
Received

Document Description
CDFW has executed Lake and Streambed Alteration Agreement No. 1600-2018-0057-R2, pursuant to section 1602 of the Fish and Game Code to the project Applicant, North San Joaquin Water Conservation District. Project is limited to the rehabilitation of an existing diversion on Pixley Slough and operation of the diversion. Approx. 11 cubic yard of material will be excavated from the slough in order to install the new concrete sump with screened diversion. The new sump will be approx. 12 feet long, 6 feet tall and 4 feet wide. The sump will be constructed of pre-cast concrete set on approx. 1 cubic yard of pea gravel bedding.

Contact Information
Kyle Stoner
CDFW
1701 Nimbus Road, Suite A
Rancho Cordova, CA 95670

916-358-4037

Location

Coordinates
38°06'58"N 121°12'21"W
Cities
Lodi
Counties
San Joaquin
Cross Streets
SR 12 and Pixley Slough
Zip
95253
State Highways
SR 12, 88
Waterways
Mokelumne River, Pixley Slough, Bear Crek
Township
3N
Range
7E
Base
MDBM
Other Location Info
Lockeford

Notice of Determination

Approving Agency
CDFW
Approving Agency Role
Responsible Agency
Approved On
Final EIR Available Location
1701 Nimbus Road, Suite A, Rancho Cordova, CA 95670

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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