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rate for a shallow test is less than or equal to 60 minutes per inch (min/in) drop. For the <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 (f.) (minutes/inch) <br /> P1' Satisfactory r <br /> 6128111 3.24 , L,--4-.4 4 hr: <br /> Shallow Test pert. rate <br /> P2, <br /> Satisfactory <br /> 6128111 3.23 X4.2 4 hr. <br /> rc. rate <br /> Shallow Test <br /> P3' Satisfactory <br /> 612$111 3.12 ,� <3.8 4 hr. perc, rate <br /> Shallow Test <br /> Note: A satisfactory percolation rate for a"shallow"testis less than or equal to 60 minutes per inch. <br /> Discussion of Percolation Test Results <br /> The soils within the tested areas of the Site have demonstrated a satisfactory <br /> percolation rate for the use of a standard septic system in accorda with the <br /> requirements of the San Joaquin County Environmental Health Department. <br /> Discussion of Septic System Sizing <br /> Septic system construction should follow the San Joaquin County Environmental Health . <br /> Department's On-Site Wastewater Disposal Standards(2003). <br /> 1 <br /> LOGE 1110 Page 6 <br />