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R <br /> March 28, 2007 <br /> NOA Project Number: E06122A <br /> Table 5. <br /> Septic System Sizing Based on <br /> San Joaquin County Environmental Health Department Standards <br /> Calculated Tank Capacity for Formula <br /> Average Daily Flow over 1500 Calculated Tank Capacity=1,125 gal+ (Average Daily Flow 75%) <br /> f gpd <br /> Sec.6.1.14 SJC Disposal Calculation <br /> Standards 1,125 gal+ (2,107.5 gal x.75) =2,705.6 gallons <br /> 4 <br /> Formula } <br /> (Base Tank Capacity+Average Daily Flow)x Soil Factor of.25 for clay d J <br /> = Feet of Leach Line Required �� D <br /> C Leach Line& <br /> Seepage Pit Calculation Calculation <br /> (1,700 gpd+ 2,107.5)x.25 = <br /> FSec. 8.4 SJC Disposal Standards 826.87 Feet of Leach Line <br /> or 5k 1101= 6-5b ! <br /> t 276.87 Feet of Leach Line and 5,60" Seepage Pits <br /> (Sec. 8.8.7.Seepage Pit Equivalents) <br /> Recommended Leach line and <br /> Seepage Pits Five,75' Leach Lines and Ten,60" Seepage Pits <br /> 4 See attached layout and design) <br /> 1 <br /> ` 7.0 CONCLUSIONS <br /> In summary, satisfactory percolation rates of the soil were achieved in the primary septic disposal <br /> area of the Site. The septic disposal areas of the proposed parcels appear suitable for a standard <br /> - septic system. <br /> i <br /> No ground water was encountered in any of the borings drilled on the property. The depth to <br /> ground water was found to be between approximately 60 and 70 feet below the ground surface for <br /> the period of Fall 1998 and Spring 1999. No wells exist on site;no water sample was sampled or <br /> analyzed. <br /> i <br /> _a <br /> F9 <br /> FJ- <br />