GRAVEL EXTRACTION PROCESSING FACILITY-TENNEY CONSTRUCTION

Summary

SCH Number
1986031804
Lead Agency
Tehama County
Document Title
GRAVEL EXTRACTION PROCESSING FACILITY-TENNEY CONSTRUCTION
Document Type
NOP - Notice of Preparation of a Draft EIR
Received
Document Description
ESTABLISH A NATURAL RESOURCE EXTRACTION PROCESSING FACILITY GRAVEL AND SAND WILL BE TRANSFERRED VIA A CONVEYER BELT TO A SCREENING AND WASHING PROCESS AND STOCK PILE AREAS FOR GRAVEL, SAND OR CRUSHED ROCK. MAXIMUM OF 250,000 TONS/YEAR TO BE REMOVED. PROJECT REVIEWED ON NEG DEC IN MAR

Contact Information

Name
BART FLEHARTY
Agency Name
TEHAMA COUNTY PLANNING DEPARTMENT
Contact Types
Lead/Public Agency

Location

Cities
COTTONWOOD
Counties
Tehama
Cross Streets
DRAPER RD/BOWMAN RD
Parcel #
4-130-2,3
State Highways
I-5
Township
29N
Range
4W
Section
11

Notice of Completion

State Review Period Start
State Review Period End
State Reviewing Agencies
Air Resources Board, California Department of Conservation (DOC), California Department of Fish and Wildlife, Habitat Conservation Planning (CDFW), California Department of Health Care Services (DHCS), California Department of Parks and Recreation, California Department of Transportation, District 4 (DOT), California State Lands Commission (SLC), Central Valley Flood Protection Board, Department of Water Resources, Office of Historic Preservation, Regional Water Quality Control Board, Region 5
Development Types
Mining (hard rock mining gravel & sand)
Local Actions
Use Permit
Project Issues
Aesthetics, Agriculture and Forestry Resources, Air Quality, Cumulative Effects, Flood Plain/Flooding, Geology/Soils, Mineral Resources, Vegetation, Wetland/Riparian, Wildlife

Disclaimer: The document was originally posted before CEQAnet had the capability to host attachments for the public. To obtain the original attachments for this document, please contact the lead agency at the contact information listed above. You may also contact the OPR via email at state.clearinghouse@opr.ca.gov or via phone at (916) 445-0613.

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