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This zoning designation "is established to preserve agricultural lands for the <br /> continuation of commercial agricultural enterprises." <br /> Existing and Proposed Septic Tank Usage <br /> Existing Septic System <br /> According to Mr. Shinn, one septic system serves the existing house (Plate 3). <br /> Proposed Septic System <br /> The site plan indicates that a new septic system is planned to serve the proposed new <br /> winery (Plate 2). <br /> On-Site Septic Permit History <br /> The San Joaquin County Environmental Health Department septic permit files were <br /> searched for the Site addresses. No permits were identified. <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 20 septic systems per <br /> square mile are located in the immediate vicinity of the Site. <br /> The general area primarily consists of vineyards with scattered rural residences; a few <br /> orchards are located nearby as well. The Mokelumne River runs along the east side of <br /> 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 have been <br /> designed in a variety of ways: filter bed, leach lines, leach lines with sumps, and leach <br /> lines with a seepage pit. The septic permits can be found in Appendix 4 of this report. <br /> Expected On-Site Maximum Septic Tank Usage <br /> Maximum expected usage on the Site would be from the existing house, as well as <br /> future employees and customers of the winery. A new septic system is planned to <br /> serve the proposed winery. Septic system design should be based on the On-Site <br /> Wastewater Treatment Systems Standards (2017) or other engineering <br /> recommendations. <br /> LOGE 1841 Page 2 <br />