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Existin and Proposed Septic Tank Usage <br /> Existing Septic System <br /> One septic system is currently located on the Site to serve the existing home (Plate 2). <br /> Proposed Septic System <br /> Ms. Delapena plans to install a new septic system for the new residence. <br /> On-Site Septic Permit History <br /> The San Joaquin County Environmental Health Department septic permit files were <br /> searched for the Site address. One septic permit was identified. The permit, dated July <br /> 2019, was for a new residential septic system including a 1,200-gallon septic tank, two <br /> 55-foot leach lines, and two 42-inch diameter by 25-foot deep seepage pits. This permit <br /> has been included in Appendix 4 of this report. <br /> Existing Septic Tank Usage in the Vicinity <br /> To estimate the septic system usage in the area, our office counted septic systems that <br /> exist within approximately one square mile surrounding the property. Air photo imagery <br /> from Google Earth was used. Each building cluster on the photo was assumed to have <br /> one septic system. Using this method, it is estimated that at least 50 septic systems per <br /> square mile are located in the immediate vicinity of the Site. <br /> The Site is located within an area of mixed rural residential lots, vineyards, other <br /> agricultural land, and commercial properties. The Lodi Airport is located approximately <br /> 500 feet south of the Site. <br /> Septic Permit History in the Vicinity <br /> Based on a review of septic permits on file at the San Joaquin County Environmental <br /> Health Department for nearby properties, septic systems in the area utilize leach lines <br /> with 3- to 5-foot diameter seepage pits. The septic permits can be found in Appendix 4 <br /> of this report. <br /> Expected On-Site Maximum Septic Tank Usage <br /> Maximum expected usage on the Site will be from the current and future residents of <br /> the Site. Septic system design should be based on the San Joaquin County On-Site <br /> Wastewater Treatment Systems Standards (2017) or other engineering <br /> recommendations. <br /> LOGE 20-38 Page 2 <br />