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 2020060620,"Caltrans, District 5 - San Luis Obispo/Santa Barbara","California Department of Transportation, District 5",DOT,Upper Drainages Erosion Control Improvements,NEG,6/29/2020,,"The project would replace or modify drainage systems that are deteriorated and/or undersized and that are plugging, overtopping, or flooding and thereby causing erosion. The main component of these drainage systems is the cross-culvert, which is a pipe or other opening that runs under the road from one side to the other. In some locations, there are other culverts that run longitudinally off the highway shoulder, either as a subsurface pipe or a surface ditch. A few locations have downdrains, which are usually black corrugated plastic pipes that lay on the surface of a slope, directing runoff downhill. Larger culverts usually include a headwall (a short concrete wall securing the opening) at the entrance and occasionally also at the exit, although runoff enters most of the systems via an inlet grate level with the surface of the road. The project would plug and fill the old pipe culverts; install new, larger pipe culverts; place rock slope protection at outlets where needed; replace substandard inlets; and add minor paving where open ground is causing excessive sediment in the drainage system. An existing retaining wall would be rebuilt and lengthened. The Skyline-to-the-Sea Trail would be repaired where erosion has created a slipout. Guardrail would be repaired where necessary.",https://ceqanet.opr.ca.gov/2020060620/2,Upper Drainages Erosion Control Improvements,Paula Huddleston,California Department of Transportation,N/A,Paula.Huddleston@dot.ca.gov,50 Higuera Street,,San Luis Obispo,CA,93401,8055493063,,,"San Mateo, Santa Cruz",,multiple,,,,9,San Lorenzo River and tributaries,none,Yes,7/1/2020,7/31/2020,Transportation,,"Aesthetics, Biological Resources, Drainage/Absorption, Flood Plain/Flooding, Geology/Soils, Hydrology/Water Quality, Noise, Recreation, Transportation, Vegetation",,,,,,,,,,,,,,,,,