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Percolation Test Results <br /> The completed percolation test form is included in Appendix 3 of this report. The form <br /> was signed by Mr. Escotto and indicates the percolation rate for the hole based on the �•L <br /> final water drop observed. <br /> Per San Joaquin County Environmental Health Department's definition, a shallow <br /> percolation test hole has a depth between 36 and 42 inches; a satisfactory percolation <br /> rate for a shallow test is less than or equal to 60 minutes per inch (min/in) drop. A deep <br /> percolation test hole has a depth greater than 3.5 up to 25 feet; a satisfactory <br /> percolation rate for a deep test is 30 min/in or less. For the Site to utilize a standard <br /> septic system, one percolation test (either a shallow or deep test) must demonstrate a <br /> satisfactory percolation rate within the proposed septic system disposal field. <br /> Only a shallow test was performed for the proposed Parcel 1 of the Site. Details and <br /> results of the percolation test 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, Satisfactory <br /> 5/9/12 3.30 <3.6 4 hrs. 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. A satisfactory <br /> percolation rate for a "deep'test is less than or equal to 30 minutes per inch. <br /> Discussion of Percolation Test Results <br /> The soils within the percolation test area have demonstrated a satisfactory percolation <br /> rate for the use of a standard septic system in accordance with the requirements of the (r <br /> San Joaquin County Environmental Health Department. <br /> Discussion of Septic System Sizing <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 /> LOGE 1209 Page 6 <br />