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 2022110518,Central Coast Water Authority,,CCWA,Nipomo Chloramine Booster Station Project,NOE,11/22/2022,11/22/2022,"Due to factors including prolonged drought and low delivery projections, the flow rates though Central Coast Water Authority’s (“CCWA”) water treatment plant and pipeline are projected to be far below what the systems were designed to accommodate. This low flow regime is projected to last well over five months and may extend throughout 2023. The consequence of low flow rates through the water treatment plant and pipeline is long travel times for the treated water to participants’ respective turnouts. Drinking water standards require that detectable levels of secondary disinfectant must be maintained at all times in distribution systems that receive water produced from surface water treatment plants, such as CCWA’s plant. The primary issue with increasing water age in the pipeline is the inability to maintain detectable levels of the secondary disinfectant, which could lead to a Maximum Contaminant Level (MCL) violation. The Project entails installation of a booster chloramination station at an existing facility within the State Water Project pipeline easement. The original design of the pipeline at this location included provisions for adding a chloramination booster station in the future. Chemical injection quills are in-place and some road side improvements were made during the original construction of the pipeline to allow roadside delivery of chemical. This system planned for construction is designed to maintain potable water to the turnouts in the Santa Maria Valley. The Project includes construction of an approximate 100 sq. ft. building and a separate approximate 2,500-gallon sodium hypochlorite (12.5%) storage tank within an approximate 3,660 sq. ft. fenced in enclosure near the community of Nipomo. The building will house chemical injection equipment and a 300-gallon liquid ammonium sulfate (40%) storage tank for the existing, adjacent pipeline. The Project facilities would be used to store and to deliver sodium hypochlorite and liquid ammonium sulfate, both antimicrobial agents, into the pipeline to ensure the distribution of potable drinking water to users served by the pipeline. Additional road base would be added to improve the right-of-way along Thompson Avenue to allow adequate vehicle access to the building for safe delivery of chemical to the site. The total areas to be paved with road base is approximately 6,975 sq. ft. Additionally, a gated fence would be installed for security purposes. ",https://ceqanet.opr.ca.gov/2022110518,Nipomo Chloramine Booster Station Project,Ray Stokes,Central Coast Water Authority,Executive Director,RAS@ccwa.com,255 Industrial Way,,Buellton,CA,93427,8056882292,35°1'40"N 120°27'35.34"W,,San Luis Obispo,"San Luis Obispo, Santa Barbara",,93444,,090-171-024,,,,,,,,,,,,Emergency Project,14 Cal. Code Regs. § 15269(b),"Due to factors including prolonged drought and low delivery projections, the flow rates though Central Coast Water Authority’s (“CCWA”) water treatment plant and pipeline are projected to be far below what the systems were designed to accommodate. This low flow regime is projected to last well over five months and may extend throughout 2023. The consequence of low flow rates through the water treatment plant and pipeline is long travel times for the treated water to participants’ respective turnouts. Drinking water standards require that detectable levels of secondary disinfectant must be maintained at all times in distribution systems that receive water produced from surface water treatment plants, such as CCWA’s plant. The primary issue with increasing water age in the pipeline is the inability to maintain detectable levels of the secondary disinfectant, which could lead to a Maximum Contaminant Level (MCL) violation. The Project entails installation of a booster chloramination station at an existing facility within the State Water Project pipeline easement. The original design of the pipeline at this location included provisions for adding a chloramination booster station in the future. Chemical injection quills are in-place and some road side improvements were made during the original construction of the pipeline to allow roadside delivery of chemical. This system planned for construction is designed to maintain potable water to the turnouts in the Santa Maria Valley. The Project includes construction of an approximate 100 sq. ft. building and a separate approximate 2,500-gallon sodium hypochlorite (12.5%) storage tank within an approximate 3,660 sq. ft. fenced in enclosure near the community of Nipomo. The building will house chemical injection equipment and a 300-gallon liquid ammonium sulfate (40%) storage tank for the existing, adjacent pipeline. The Project facilities would be used to store and to deliver sodium hypochlorite and liquid ammonium sulfate, both antimicrobial agents, into the pipeline to ensure the distribution of potable drinking water to users served by the pipeline. Additional road base would be added to improve the right-of-way along Thompson Avenue to allow adequate vehicle access to the building for safe delivery of chemical to the site. The total areas to be paved with road base is approximately 6,975 sq. ft. Additionally, a gated fence would be installed for security purposes. ",,,,,,,,,,,,