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