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of 420 pmho/cm in June 2007. Samples collected from the wells in August 2007 were not analyzed for EC. Total Dissolved Solids (TDS) concentrations ranged from 480 to 600 mg/L in samples collected from the monitoring wells in June 2007. TDS was detected in the domestic well at a concentration of 280 mg/L in June 2007. Samples collected from the wells in August 2007 were not analyzed for TDS. Nitrate as nitrogen (NO3-N) concentrations ranged from 2.7 to 6.0 mg/L in samples collected from the monitoring wells in June and August 2007. NO3-N was detected in the domestic well at a concentration of 4.5 mg/L in June 2007. The domestic well was not sampled in August 2007. WASTEWATER MANAGEMENT PLAN As described above, tertiary disinfected recycled water produced at the RV Park WWTP will be disposed of through a subsurface dispersal system. Management of the treated wastewater, including water use, nutrient use, drainage, and other management considerations, is presented in this section. Water Use Treated wastewater will be discharge through subsurface dispersal. Two subsurface dispersal areas will be located at the site: one each on the green of Hole 3 and Hole 4, as shown in Figure 2. Each subsurface dispersal area will consist of six banks of four I00 -foot trenches. The subsurface dispersal system was designed using an application rate of 0.729 gpd/ft2 of trench sidewall area, as required by San Joaquin County. A distribution valve located at each subsurface dispersal area will cycle the application of treated wastewater through the individual trench banks to distribute the wastewater application evenly throughout the subsurface dispersal area. The subsurface dispersal of treated wastewater will eliminate the potential for applied wastewater from comingling with runoff and leaving the application area. Treated wastewater can therefore be discharged during storm events. The subsurface dispersal area is capable of discharging the design flow during 100 -year annual precipitation conditions. During i 00 -year precipitation conditions, the maximum monthly rainfall occurs in January, and is 6.08 in, equivalent to a precipitation loading of 0.12 gpd/ft2. The two proposed dispersal sites will cover a total land area of 30,200 ft' (0.69 ac). At the proposed permit flow limit, 44,800 gallons of treated wastewater will be applied to the dispersal area each day, equivalent to a wastewater loading of 1.5 gpd/ft . The total hydraulic Ioading (precipitation loading plus wastewater loading) at the dispersal area is approximately 1.6 gpd/ft2, which is well below the minimum rate of water intake reported in the Soil Survey of San Joaquin County, California [1) for soils Iocated at the site (15 gpd/ft2). The two proposed dispersal sites will cover a total land area of 24,300 ft2 (0.56 ac). To be conservative, this analysis neglects evapotranspiration. French Camp — Report of Waste Discharge 6 SAB027102 July 2008 nasab027102\documents\rwdlfrenchcamprwd_july rev fnal.doc