Asphalt Concrete Surfacing


SCH Number
Public Agency
California Department of Transportation, District 1
Document Title
Asphalt Concrete Surfacing
Document Type
NOE - Notice of Exemption
Document Description
The California Department of Transportation (Caltrans) proposes a major maintenance project on Route 162 in Mendocino County. Work would consist of replacing asphalt concrete (AC) surfacing, adding 30mm AC overlay, dig-outs, placing shoulder backing, and applying traffic striping. Shoulder backing would be placed 0.9 meter on each side of the existing AC. This would require removal of any vegetation within 0.9 meter of the edge of the pavement. All work would be within the existing right-of-way.

Contact Information

Tim Ash
Agency Name
Department of Transportation, District 1
Contact Types
Lead/Public Agency


Other Location Info

Notice of Exemption

Exempt Status
Categorical Exemption
Type, Section or Code
Class 1, Section 15301
Reasons for Exemption
It does not impact an environmental resource of hazardous or critical concern where designated, precisely mapped and officially adopted pursuant to law. There will not be a significant cumulative effect by this project and successive projects of the same type in the same place, over time. There is not a reasonable possiblility that the project will have a significant effect on the environment due to unusual circumstances. This project does not damage a scenic resource within an officially designated state scenic highway. This project is not loacted on a site included on any list compiled pursuant to Government Code Section 65962.5 ("Cortese List"). This project does not cause a substantial adverse change in the significance of a historical resource.

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 or via phone at (916) 445-0613.

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