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Expected On-Site Maximum Septic Tank Usage <br /> �►tJLS Maximum expected usage on the Site would be from the proposed winery structures, <br /> jthe existing residence, and a potential additional dwelling unit. Septic system design <br /> should be based on the On-Site Wastewater Disposal Standards (2003) or other <br /> engineering recommendations. <br /> Ground Water Information <br /> Depth and Gradient <br /> Live Oak reviewed ground water elevation information available from the San Joaquin <br /> County Flood Control and Water Conservation District to determine the ground water <br /> levels near the Site. Data from spring and fall of 2011 were the most recent available <br /> from this source. According to an analysis of these maps (Plates 5 and 6), ground <br /> water elevation is approximately 24 to 30 feet,below mean sea level; ground water flows S�5 <br /> toward the south or south-southeast at a rate of approximately eight to 14 feet per mile <br /> \ in the vicinity of the Site. �� \ <br /> '2 / Given that the ground elevation of the Site is 66 to 67 feet, the depth to water below the J <br /> Site is estimated to be 90 to 97 feet, depending on the season. <br /> Potential Ground Water Contamination Issues <br /> The Soil Suitability Study is not intended to be an investigation into ground-water <br /> contamination sources, and no such investigation was conducted. Many sources can <br /> contribute to ground water contamination, including leaking underground storage tanks, <br /> l2 2\ agricultural activities, dairies, septic systems, and storm water infiltration. Agricultural C� <br /> l / activities and the use of septic systems in the area are known ground water <br /> contamination sources with the potential to impact the Site. <br /> Live Oak reviewed the EHD's Water Well Data Table dated March 10, 2009 for nearby <br /> addresses that have been tested for nitrate and dibromochloropropane (DBCP), <br /> common ground-water contaminants in San Joaquin County. Two tested wells were <br /> identified within q4iroxmiqately one mile of the Site. DBCP was detected in the wells at <br /> concentrations 0.58 nd 2.2 µg/L. Nitrate as NO3 was detected in the wells at �> <br /> concentrations of 15.0 and 19.0 mg/L. The Maximum ConLevel (MCL) set by <br /> the US EPA for nitrate as NO3 is 45 mg/L; the MCL for P is 0.2 /L. Based on the <br /> records reviewed, it does not appear that ground wat nitrate in the vicinity <br /> exceed the MCL. Groundwater in the vicinity may contain DBCP in excess of the MCL. <br /> ` � LOGE 1301 Page 3 <br />