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 2006049058,Mission Springs Water District,,,Pierson Boulevard Sewer Interceptor Project,NOD,7/19/2006,7/19/2006,"The Department is issuing a Lake and Streambed Alteration Agreement for the project proponent who proposes to connect two existing reservoirs and allow for the unrestricted transfer of potable water. In the southeastern portion of the project, a +/- 300 foot segment of a 16-inch diameter pipe will cross under Long Canyon Wash. A total of approximately 0.061 acres of potential CDFG jurisdiction exists within the proposed construction area, none of which was identified as riparian habitat. Numerous types of construction equipment will be required, including an excavator, loader, backhoe, dozer, compactor, water truck, and construction personnel vehicles. The top six inches of topsoil will be excavated and stockpiled for replacement after construction. Excavation to a maximum depth of 15 feet and width of 50 feet will be required for the underground pipe placement. The excavated soil will be stock piled adjacent to the trench area, and will be back-filled and compacted over the pipes when installed. Excess soil will be hauled off.",https://ceqanet.opr.ca.gov/2006049058/2,Pierson Boulevard Sewer Interceptor Project,James Sheridan,California Department of Fish and Game,N/A,,"78078 Country Club Drive, Suite 109",,Bermuda Dunes,CA,92203,7602009419,,,Riverside,,,,,,,,,,,,,,,,,,,,California Department of Fish and Game ,No,7/13/2006,No,No,Yes,,Yes,,No,Yes,"Mission Springs Water District 66575 Second Street Desert Hot Springs, CA 92240"