SCH Number,Lead Agency Name,Lead Agency Title,Lead Agency Acronym,Document Title,Document Type,Received,Posted,Document Description,Document Portal URL,Project Title,Contact Full Name,Contact Authority,Contact Job Title,Contact Email Address,Contact Address 1,Contact Address 2,Contact City,Contact State,Contact Zip Code,Contact Phone Number,Location Coordinates,Cities,Counties,County Clerks,Location Cross Streets,Location Zip Code,Location Total Acres,Location Parcel Number,Location State Highways,Location Waterways,Location Airports,NOC Has Non Late Comment,NOC State Review Start Date,NOC State Review End Date,NOC Development Type,NOC Local Action,NOC Project Issues,NOC Local Review Start Date,NOC Local Review End Date,NOE Exempt Status,NOE Exempt Citation,NOE Reasons for Exemption,NOD Agency,NOD Approved By Lead Agency,NOD Approved Date,NOD Significant Environmental Impact,NOD Environmental Impact Report Prepared,NOD Negative Declaration Prepared,NOD Other Document Type,NOD Mitigation Measures,NOD Mitigation Reporting Or Monitoring Plan,NOD Statement Of Overriding Considerations Adopted,NOD Findings Made Pursuant,NOD Final EIR Available Location 2011088089,Fish & Game #3,,,Geyserville Bridge Bank Stabilization,NOE,8/11/2011,8/11/2011,"The proposed project requires excavation of the scoured area and backfilling with a combination of large rock and native soil (excavated material). The alignment of the repair will be cubed to provide a more uniform bank curvature. Brush layering, utilizing existing Rock Slope Protection (RSP) placed at the site in January 2010. Rock material (backing) will be used at the interface between the back of excavation and larger RSP. Excavated material (river alluvium) will be used to infill the voids and crevices between layers of rock and covered with soil to provide vegetation growth and roughness. The slope fill materials will be keyed in the contoured to conform to existing elevations. A rock blanket will be installed adjacent to the existing drain pipe for roadway runoff to spread the runoff uniformly. The Permitted anticipates installation of 463.7 cubic yards of material along 90 linear feet and 0.087 acres of the river bank above the 195 foot contour line. Issuance of a Streambed Alteration Agreement Number 1600-2011-0211-R3 is pursuant to Fish and Game Code Section 1602.",https://ceqanet.opr.ca.gov/2011088089,Geyserville Bridge Bank Stabilization,Adam McKannay,California Department of Fish and Game,N/A,,Bay Delta Region,7329 Silverado Trail,Napa,CA,94558,7079445534,,,Sonoma,,,,,,,,,,,,,,,,,Categorical Exemption,C:4;S:15304,Minor alteration of land and vegetation including fill into previously excavated land with material compatible the natural features of the site.,,,,,,,,,,,,