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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, a 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 <br /> 1-19-18 3.12 2.6 1 hr. Satisfactory <br /> Shallow Test perc. rate <br /> P2 Satisfactory <br /> 1-19-18 3.02 5.2 1 hr. pert. 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 percolation test areas have demonstrated satisfactory percolation <br /> • rates for the use of septic systems utilizing leach lines or filter beds in accordance with <br /> the requirements of the San Joaquin County Environmental Health Department. On <br /> Parcel 1, based on the percolation rate of 2.6 min/in, the San Joaquin County <br /> Environmental Health Department will require either a 20-foot separation from the <br /> bottom of the dispersal system to ground water, or mitigation of the rapid percolation <br /> rate by septic system design or enhancement. On Parcel 2, based on the percolation <br /> rate of 5.2 min/in, the San Joaquin County Environmental Health Department will <br /> require an eight-foot separation from the bottom of the dispersal system to ground <br /> water. <br /> Discussion of Septic System Sizing <br /> Future septic system construction should follow the San Joaquin County On-Site <br /> Wastewater Treatment Systems Standards (2016) where applicable. The septic system <br /> at the secondary house is currently being relocated; no other new construction is <br /> anticipated. <br /> • <br /> LOGE 1801 Page 7 <br />