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 2012062065,Lake County,,,Saint Helena Creek Bridge at Hilderbrand Drive Replacement Project,NOD,7/23/2013,7/23/2013,"The project is limited to the replacement of an existing bridge on Hilderbrand Drive (CR 125) crossing St. Helena Creek. The existing structure is an 80-foot long (by 13-feet wide) steel truss Baily Bridge with timber deck boards on steel floor beams set on concrete abutments. From the banks or the existing roadway, this bridge will be dismantled and removed during the construction of the new structure. All old relic bridge abutments and supports will be removed. The new bridge will be placed in approximately the same alignment but will extend to 100-feet long by 21-feet wide. It will be a single-span precast, prestressed, concrete girder bridge with reinforced concrete wall abutments. The excavation for the new abutments will be performed with an excavator or backhoe. Each of the abutments has wing walls. The majority of the excavated material from the original bridge deconstruction will be used as the fill for the new abutments. Abutment 1 may need to include 30-40 foot piles at the foundation.",https://ceqanet.opr.ca.gov/2012062065/2,Saint Helena Creek Bridge at Hilderbrand Drive Replacement Project,Sandra Jacks,Department of Fish and Wildlife,N/A,,North Central Region,"1701 Nimbus Road, Suite A",Rancho Cordova,CA,95670,9163592916,38°42'16"N 122°36'12"W,,Lake,,Mirabel Road and State Highway 29,,2,013-028-54,Hwy 29,"St. Helena, Wilkinson, Hoffman, Bradford, and Grizzly Creeks",,,,,,,,,,,,,Department of Fish and Wildlife ,No,7/17/2013,,No,Yes,,Yes,,No,Yes,"255 N. Forbes Street, Lakeport CA 95453"