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 2009022011,Reclamation District 2103,,,Bear River North Levee Erosion Sites Repair Project,NOD,8/20/2009,8/20/2009,"The proposed project site includes two locations (Erosion Sites 1 and 2) along the Bear River, south of the Town of Wheatland. Erosion Site 1 is approximately 250 linear feet long, with an area of 0.32 acres. Erosion Site 2 is approximately 500' in length and has an area of 0.35 acres. The erosion repair at Site 1 will involve removing existing soil and redistributing it as necessary to establish the desired slope configuration of 2:5:1. Stone shall be placed systematically beginning at the base of the embankment slope which will result in a stone dike that will support the placement of the riprap. For levee toe relpacement, the rock will be lpaced using a drag or clamshell-type bucket by excavator from the levee crown. Approximately 12"" of bedding material, consisting of rock fragments of less than 4"" in size, will then be placed along the slope. The erosion repair at Site 2 will involve removing existing soil and redistributing it as necessary to establish the desired slope configuration of 3:1. Stone shall be placed systematically beginning at the base of the embankment slope, which will result in a stone dike that will support the placement of riprap. For levee toe replacement, the rock shall be placed using a drag or clamshell-type bucket by excavator from the crown. Approximately 12"" of bedding material, consisting of rock fragments of less than 4"" in size, will then be placed along the slope.",https://ceqanet.opr.ca.gov/2009022011/3,Bear River North Levee Erosion Sites Repair Project,Kelley Barker,Department of Fish and Game,N/A,,North Central Region,"1701 Nimbus Road, Suite A",Sacramento,CA,95670,9163584353,38°59'57"N 121°21'20"W,Wheatland,"Placer, Yuba",,,,0.8,,SR 65,"Bear River, Feather River, Dry Creek",,,,,,,,,,,,,Department of Fish and Game ,No,8/3/2009,No,No,Yes,,Yes,,No,No,"Reclamation District 2103, 1758 Oakley Lane, Wheatland, CA 95692"