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• <br /> INFORMATION SHEET <br /> COUNTY OF SAN JOAQUIN <br /> COUNTY SERVICE AREA NO. 31 <br /> FLAG CITY WASTEWATER TREATMENT FACILITY <br /> SAN JOAQUIN COUNTY <br /> San Joaquin County Service Area(CSA)No. 31 provides wastewater treatment and disposal <br /> services for a commercial development along the junction of Interstate 5 and State Route 12. <br /> Surface water drainage is to Dredger Cut which is tributary to White Slough. <br /> Flag City Wastewater Treatment Plant has been operating under a National Pollutant Discharge <br /> Elimination System (NPDES) permit adopted by the Board on 27 March 1992. This permit <br /> prescribes requirements for the treatment of domestic wastewater and surface water discharge of <br /> treated effluent from the Flag City commercial development. Growth of the development has <br /> been slow, and influent flows comprise only a fraction of the plant's design flow of 0.16 million <br /> gallons per day (mgd). The Discharger has been operating the plant as a continuous flow <br /> extended aeration activated sludge facility, which is better for handling low hydraulic and <br /> organic loading conditions. Although the permit regulates a discharge to Highline Canal, since <br /> plant startup in late 1995, disposal has been to an evaporation and percolation (EP)pond. This <br /> pond was originally intended to be used as an emergency pond, but because of the extremely <br /> light hydraulic and organic loading,the plant could not reliably produce effluent to meet permit <br /> limitations for a surface water discharge. With Discharger concurrence,Board staff have <br /> recommended that waste discharge requirements be adopted in place of the NPDES permit until <br /> the land discharge capability is exhausted. The Discharger will apply to the Board for another <br /> NPDES permit at least six months before the time that surface water discharge arrangements are <br /> needed. An engineered report shall be submitted six (6) months from the date of adoption of this <br /> Order that provides the basis for timing of the permit application submittal. The report shall <br /> contain a pond capacity evaluation, an analysis demonstrating that all land discharge options will <br /> be exhausted, and a proposed flow rate that will trigger submittal of the NPDES permit application. <br /> The wastewater treatment and disposal facilities consist of extended aeration activated sludge <br /> processing, clarification in a"clarator" unit, and sand filtration before disposal to the 2.24 million <br /> gallon EP pond. The Discharger discharges an average of 0.0145 mgd of treated wastewater to <br /> the EP pond. Waste activated sludge solids are stabilized by aerobic digestion,then dewatered in <br /> a"Draimad"unit, which introduces an organic polymer to the solids as they are deposited into <br /> hanging porous plastic bags. The filtrate that drains from the biosolids is returned to the <br /> headworks. The bagged solids are further dried by air,then stacked in a covered metal storage <br /> unit. Ultimate disposal after testing is by landfilling. <br />