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Mr. Jack Verderame - - 2 - 10 March 2010 prescribes requirements for the discharge of wastewater from the Discharger's WWTF. However, the WWTF has not been able to consistently comply with effluent limitations: The Discharger has elected to cease discharge of treated wastewater to surface water and has submitted plans to obtain a discharge to land permit and rescind the NPDES permit. Because the Discharger is presently hauling wastewater to a regional treatment system at great expense, they have proposed discharging wastewater to an on-site pond while subsurface leachfields are constructed. The construction activity will be completed in 2010, before the winter rains begin. f DISCHARGE DESCRIPTION French Camp RV Park Resort and Golf Course is located at 3919 E. French Camp Road, Manteca, San Joaquin County, in Section 8, T1 S, R7E, MDB&M (Assessor's Parcel Numbers 201-030-14 and 201-030-16). The site location is presented on Attachment A, which forms part of this notice by reference. French Camp RV Resort and Golf Course is owned and operated by Canada Cove LLP. The site consists of approximately 96 acres and presently provides 196 recreational vehicle spaces (with water and sewer connections), a nine-hole golf course, caretaker residence, laundromat, restaurant, swimming pool, golf clubhouse, and on-site convenience market. Plans to expand the facility to provide an additional 198 recreational vehicle spaces have been developed by the Discharger. Authorization to discharge wastewater provided by this NOA only applies to the existing facility as described above. j Wastewater Flow Rate and Quality Wastewater flow rates vary seasonally with lower rates during the winter months. In 2007, wastewater flow to the WWTF averaged 7,660 gpd with a maximum of 16,060 gpd. Wastewater is collected by gravity to the WWTF. The flow data suggests there is not significant inflow and/or infiltration to the collection system. Wastewater constituents fall within the typical range for domestic wastewater. Presently, influent samples are collected monthly, treated wastewater samples are collected weekly. The results for samples collected from January through December 2007 are presented in the table below. The data collected indicates the WWTF is effective in reducing wastewater constituent concentrations. Influent and effluent data is presented below: Influent Wastewater Constituent Concentrations Constituent Units Average Maximum Minimum pH Std. Units 7.4 7.7 6.8 BOD mg/L 240 660 106 TSS mg/L 287 1,180 70 Effluent Wastewater Constituent Concentrations Constituent Units . Average Maximum Minimum pH Std. Units 7.9 8.5 6.5 BOD mg/L 12 34 2.5 TSS mg/L 7.0 65 4.0 TDS mg/L 1,129 1,650 774