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E <br /> Site to utilize a standard septic system, one percolation test must demonstrate a <br /> satisfactory percolation rate within the proposed septic system disposal field. <br /> Details and results of the percolation tests are summarized in the following table. <br /> Table 2. Percolation Test Summary <br /> Test No., Percolation Percolation Test Duration Comments <br /> Date Tested Test Rate (see notes) <br /> Depth (ft.) (minutes/inch) <br /> P1 (Parcel 1) <br /> 11/30/10 3.11 13.2 4 hr. Satisfactory <br /> Shallow Test perc. rate <br /> P2 (Parcel 2) ` 2 4 r Satisfactory <br /> 11/30/10 3.18 35.7 h perc. rate <br /> Shallow Test <br /> P3 (Parcel 3) Satisfactory <br /> 11/30/10 3.25 4.2 4 hr. perc. rate <br /> Shallow Test <br /> P4 (Parcel 4) Satisfactory <br /> 11/30/10 3.20 / fL <br /> 4 hr. perc. rate <br /> Shallow Test <br /> Note: A satisfactory percolation rate for a"shallow"test is less than or equal to 60 minutes per inch. <br /> Discussion of Percolation Test Results <br /> The soils within the sewage dis rens of the Site have m strated a satisfactory <br /> percolation rate for th se of a standard septic system in ccordance with the <br /> requirements of th an Joaquin County Environmental Health D artment. <br /> Discussion tic S stem Si <br /> Septic system construction utilizing leach lines and seepage pits should follow the San <br /> Joaquin County On-Site Wastewater Disposal Standards (2003) where applicable. <br /> LOGE1030 Page 7 <br />