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4 <br /> plume lume will be avoided. Refer to Impact DW-7 for a discussion of potential <br /> g <br /> groundwater quality impacts. <br /> The <br /> osero d project includes connecting new water lines to an existing main water line <br /> P p <br /> north of the project site at Arch-Airport Road to provide service to the commercial/industrial area <br /> and the future terminal area on the north side of the airport. Additionally, total fire flow demand is <br /> ` anticipated to be 2,500 gallons per minute (gpm), and all water lines at the project site will be <br /> constructed to provide for this volume of water flow (Reinard W. Brandley, Consulting Airport <br /> Engineer 1997). Because the City of Stockton has agreed to provide water to the project site and has <br /> identified means for doing so and because the project would be designed to provide for projected fire <br /> flows, this impact is considered less than significant under both Phases 1 and 2 interchange <br /> conditions. <br /> . ; Mitigation Measure <br /> None required. <br /> Impact PS-5: Increased Generation of Wastewater <br /> t : <br /> The proposed project would result in the total generation of 793,300 gpd of wastewater under <br /> 2015 conditions with Phase 1 interchange improvements and 859,500 gpd under project conditions <br /> ' with Phase 2 improvements. The airport has arranged for the City of Stockton to handle up to <br /> 1.3 million gpd of wastewater generated at the airport. Sewage from the proposed project will be <br /> ` treated at the City of Stockton's Regional Wastewater Control Facility (RWCF), located on Navy <br /> Drive in southwestern Stockton. The RWCF provides secondary and -tertiary treatment of <br /> wastewater, and following treatment, effluent is discharged into the San Joaquin River in <br /> accordance with the terms of a National Discharge Elimination System Permit issued by the Central <br /> Valley Regional Water Quality Control Board. <br /> In the south Stockton sewer service area, the City generally provides sewer capacity to new <br /> development through annexation to the South Stockton Community Facilities District (CFD). <br /> However, because the airport is exempt from annexation to the CFD, it was necessary for the City <br /> and the County to reach an agreement on an equitable connection fee in lieu of the charges for <br /> annexation to the CFD. The Stockton City Council adopted the Airport Area In-Lieu Fee for airport <br /> sewer connection on July 1, 1996. The County Board of Supervisors approved the fee on July 9, <br /> 1996. The Airport Area In-Lieu Fee is composed of a treatment facility portion and a collection <br /> system portion. <br /> r <br /> Stockton's adopted Wastewater Treatment Master Plan points out that certain unit processes <br /> ' at the RWCF are approaching their functional capacity. Engineering-Science also points out in its <br /> 1992 Secondary Treatment Facilities Expansion Study that the actual wastewater treatment capacity <br /> is estimated to be 38 million gallons per day (MGD) of average dry weather flow. The present <br /> k <br /> Stockton Metropolitan Airport Project Chapter 10. Public Services and Utilities <br /> Draft Environmental Impact Report 10-7 March 20, 1998 <br /> �f <br />