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 2019069069,"Santa Clara, City of",City of Santa Clara,,Sanitary Sewer Condition Assessment Repairs,MND,6/17/2019,,"Note: Review Period Per Lead This Initial Study analyzes the impacts of six sanitary sewer repair projects proposed by the City of Santa Clara as part of its ongoing Sanitary Sewer Condition Assessment Repairs Program. All of the proposed repair sites are located within Santa Clara City limits. Five of the proposed repairs (at Segment 23, Segments 29-31, and Segment 35) would address Grade 5 defects identified in recent condition assessments. At Segment 23, CIPP lining would be installed to address a rupture in a 10-inch-diameter VCP sewer pipe within Saratoga Avenue north of San Tomas Expressway. At Segments 29, 30, and 31, CIPP lining would be installed to repair corrosion of a 24-inch-diameter VCP sewer pipe within the parking lots at 1400 and 1390 Kifer Road and across Kifer Road at 350 Oakmead Parkway. At Segment 35, infiltration grouting would be used to repair a leaking joint in a 42-inch-diameter elliptical RCP sewer pipe extending beneath the Guadalupe River south of SR 237. Additionally, at Segment 12, CIPP lining would be installed in dual VCP siphon lines that extend beneath San Tomas Aquino Creek from the San Tomas Aquino Creek Trail on the west bank to the parking lot at 2788 San Tomas Expressway. The goal of pipe lining at Segment 12 is to prevent future problems associated with inflow and infiltration (l&I) in this segment. At all Segments, manholes would be rehabilitated as needed. The proposed repairs would incorporate extensive Avoidance and Minimization Measures to reduce potential impacts on water quality and special-status species during work near watercourses, to limit community disturbance, and to avoid community and environmental exposure to hazardous substances.",https://ceqanet.opr.ca.gov/2019069069/2,Sanitary Sewer Condition Assessment Repairs,Vincent Luchessi,City of Santa Clara Public Works Department,N/A,,1500 Warburton Avenue,,Santa Clara,CA,95050,4086153048,,Santa Clara,Santa Clara,,Repairs would occur at multiple locations,various,<1,multiple,SR 237,"Guadalupe Riv, San Tomas Aquino Ck, Calabazas Ck",,No,6/17/2019,7/22/2019,Other,,"Aesthetics, Agriculture and Forestry Resources, Air Quality, Biological Resources, Cultural Resources, Cumulative Effects, Drainage/Absorption, Flood Plain/Flooding, Geology/Soils, Growth Inducement, Hazards & Hazardous Materials, Hydrology/Water Quality, Land Use/Planning, Mineral Resources, Noise, Population/Housing, Public Services, Recreation, Schools/Universities, Septic System, Sewer Capacity, Solid Waste, Transportation, Vegetation, Wetland/Riparian, Wildfire",,,,,,,,,,,,,,,,,