American Canyon Creek and Jameson Creek Maintenance
Summary
SCH Number
2009078290
Public Agency
City of Fairfield
Document Title
American Canyon Creek and Jameson Creek Maintenance
Document Type
NOE - Notice of Exemption
Received
Posted
7/28/2009
Document Description
Routine stream channel maintenance along portions of American Canyon Creek and Jameson Canyon Creek. More specifically, the City is proposing to remove approximately 200 cubic yards of silt inside the concrete box culverts under the bridge off Oakbrook Drive and another 200 cubic yard of silt, immediately downstream of this location in American Canyon Creek. On Jameson Canyon Creek, there is approximately 50 cubic yards of silt at the outfall of a 32 inch diameter drainage pipe and another approximately 50-75 cubic yards of silt 100 feet upstream of the box culvert on Lopes Road and 150 cubic yards of silt from the box culvert on Jameson Canyon Creek at Watt Drive. Silt will be removed using an excavator from the top of the bank and using a small bobcat inside the concrete box culverts to push the silt out of the culvert.
Contact Information
Name
Joseph A. Lucchio
Agency Name
City of Fairfield
Contact Types
Lead/Public Agency
Phone
Location
Cities
Fairfield
Counties
Solano
Notice of Exemption
Exempt Status
Categorical Exemption
Type, Section or Code
15301(i)
Reasons for Exemption
The project consists of routine stream channel maintenance, particularly the desilting of box culverts, and a portion downstream of the culverts on American Canyon Creek and desilting of the outfall of a drainage pipe and an upstream box culvert on Jameson Canyon Creek. Maintenance of streamflows to protect fish and wildlife resources.
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.