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Expected On-Site Maximum Septic Tank Usage <br /> Maximum expected usage on the Site would be from any residents of the houses <br /> (currently unoccupied), the tasting room employee, and future customers at the tasting <br /> room. Septic system design should be based on the On-Site Wastewater Disposal <br /> Standards (2003) or other 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 2016 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 17 to 32 feet below mean sea level; ground water flows <br /> toward the northeast at a rate of approximately five to 13 feet per mile in the vicinity of <br /> the Site. <br /> Given that the ground elevation of the Site is approximately 85 to 90 feet, the depth to <br /> water below the Site is estimated to be 102 to 122 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 /> agricultural activities, dairies, septic systems, and storm water infiltration. Agricultural <br /> 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 Wafer Wel! 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. Based on this database it <br /> appears that the domestic well on the subject Site was tested in March of 2006; nitrate <br /> as NO3 was detected in the sample at 2.0 mg/L, and DBCP was not detected. Five <br /> additional wells were identified within approximately one mile of the Site. All but one of <br /> the wells had been tested for nitrate. Nitrate as NO3 was detected in all four wells <br /> tested, at concentrations of 0.5, 8.0, 26.1, and 50.8 mg/L. All of the wells had been <br /> tested for DBCP; it was detected in only one well, at a concentration of 0.17 ug/L. The <br /> Maximum Contaminant Level (MCL) set by the US EPA for nitrate as NO3 is 45 mg/L <br /> (10 mg/L-N); the MCL for DBCP is 0.2 ug/L. <br /> LOGE 1729 Page 3 <br />