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<br />LOGE 2126 Page 11 <br /> <br />CONCLUSIONS <br /> <br />Based on the method and assumptions described, the result of the nitrate loading <br />estimate indicates that the existing development on the Site has the potential to cause a <br />buildup of nitrates in the aquifer of up to 14.8 mg/L-N, over the drinking water standard <br />of 10 mg/L-N. <br />The depth of ground water based on recent aquifer levels is estimated to be <br />approximately 15 feet below ground surface. The ground-water flow is to the north or <br />northwest at a rate of approximately three to five feet per mile, depending on the <br />season. <br />No wells are located on the Site; no water sample was collected as part of this <br />investigation. The Site is connected to the municipal water supply. <br />Live Oak reviewed maps of water test results for nitrate and DBCP compiled by the San <br />Joaquin County Environmental Health Department (2019). According to the maps <br />reviewed, ground-water concentrations of nitrate within one mile of the Site appear to be <br />below the MCL; DBCP does not appear to be a problem in the area. <br /> <br />Based on conservative nature of the nitrate loading calculation and lack of existing <br />nitrate impacts in the area, the actual nitrate impact to the ground water from the <br />proposed development may be less than predicted. Recent San Joaquin County <br />Environmental Health Department policy has been to evaluate each project on a case- <br />by-case basis to determine whether additional measures to mitigate nitrate should be <br />employed. <br /> <br />Although Live Oak cannot make engineering recommendations, we are aware that in <br />the past the San Joaquin County Environmental Health Department has allowed the use <br />of an oversized septic tank combined with soil amendments in the leach field area to <br />mitigate nitrate impacts; this option may be worth exploring for the Site should the septic <br />systems require repairs or additions in the future. <br />Finally, it should be noted that the Site and the majority of surrounding properties are <br />connected to the City of Lathrop’s municipal water supply, which receives most of its <br />water from surface water sources (City of Lathrop, 2019). The primary purpose of <br />nitrate loading analysis is to protect drinking water wells from nitrate contamination. <br />Given the lack of receptors in the area, the Site’s calculated nitrate exceedance may be <br />of less concern. <br /> <br />