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 2007018118,Gold Ridge Resource Conservation District (GRRCD),Gold Ridge Resource Conservation District,GRRCD,Gold Ridge RCD Americano Creek Watershed Gully Stabilization,NOE,1/19/2007,1/19/2007,"This project consists of the stabilization of two 2000 ft. long gullies after the removal of buried tires that were placed in the gullies for erosion control. The two gullies drain an area of 100 acres. Using regional hydrologic data, the flow expected from a 100 year storm would exceed 50 cubic feet per second. The upper half of both gullies have an average slope of 12%; the lower half 8%. Figuring the channel dimensions, the 100 year flow of 50 cubic feet per second, and soil texture; the maximum slope for a lined channel would be 8%. Grade stabilization measures would need to be taken on slopes greater than 8%. Compacted earth fill and a series of rock grade stabilization structures, will be installed in parts of the gullies that exceed 8%. 1,120' will be treated by this method in gully ""A"" and 890' in gully ""B"". Thirty rock structures will require a total of 2,750 cubic yards of rock, 4' diameter or less. Additionally, 5,400 cubic yards of compacted earth fill are required. The channel in between grade stabilization structures will be lined with 2-6"" cobble, requiring 1,800 yards. The flatter part of the gullies below the grade stabilization structures will be lined with a coir erosion control blanket, requiring 32,000 sq. ft. All disturbed areas not covered by rock, cobble, or erosion control blanket will be seeded with a native seed blend, fertilized and mulched.",https://ceqanet.opr.ca.gov/2007018118,Gold Ridge RCD Americano Creek Watershed Gully Stabilization,Lisa Hulette,Gold Ridge Resource Conservation District,N/A,,P.O. Box 1064,,Occidental,CA,95465,7078742907,,Petaluma,Sonoma,,,,,,,,,,,,,,,,,Categorical Exemption,Section 15304,Revegetation with erosion control crops and stabilization of the eroding pasture qualify as minor alterations to the land that do not affect sensitive resources.,,,,,,,,,,,,