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Details and results of the percolation testing are summarized in the following table. <br /> Table 2. Percolation Test Summary <br /> Test No., Percolation Test Percolation Rate Test Duration Comments <br /> Date Tested Depth (ft.) (minutes/inch) (see notes) <br /> P1 <br /> 2/6/26 2.20 27.8 4 hr. erc. rate'p <br /> Shallow Test erc. rate <br /> Note: A satisfactory percolation rate for a "shallow"test is greater than 1 but less than or equal to 60 minutes per <br /> inch. <br /> 1 Per San Joaquin County Environmental Health Department, a rate between 5.0 and 30.0 min/in requires an <br /> 8-foot separation between the bottom of dispersal system and ground water, or mitigation by system <br /> design or enhancement. <br /> Discussion of Percolation Test Results <br /> The soils near the proposed septic disposal area for the new modular home have <br /> demonstrated a satisfactory percolation rate for the use of a septic system in <br /> accordance with the requirements of the San Joaquin County Environmental Health <br /> Department. The percolation test is considered representative of soils within a 100-foot <br /> radius of the test location. <br /> Because of the percolation rate between 5.0 and 30.0 min/in encountered in the test <br /> hole, the San Joaquin County Environmental Health Department will require an eight- <br /> foot separation from the bottom of the dispersal system to ground water, unless <br /> mitigated by system design or enhancement. Live Oak encountered first ground water <br /> at 11.25 feet; consequently, it is anticipated that the San Joaquin County Environmental <br /> Health Department will require the septic leach field be installed to a maximum depth of <br /> 3.25 feet below ground surface. <br /> Discussion of Septic System Sizing <br /> Septic system construction should follow the San Joaquin County On-Site Wastewater <br /> Treatment Systems Standards (2017) where applicable. In this area, only shallow <br /> septic systems utilizing leach lines or filter beds are permitted. <br /> LOGE 2606 Page 7 <br />