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PERCOLATION <br /> TEST HOLE DATE RATE <br /> 17 (Lot 41) 5/28/2020 50 min/in. <br /> 18 (Lot 45) 5/28/2020 50 min/in <br /> 19 (Lot 47) 5/28/2020 50 min/in <br /> 20 (Lot 48) 5/28/2020 50 min/in <br /> 21 (Lot 49) 5/28/2020 50 min/in <br /> 22 (Lot 50) 5/28/2020 50 min/in <br /> 23 (Lot 51) 5/28/2020 50 min/in <br /> 24 (Lot 52) 5/28/2020 50 min/in <br /> 25(Lot 54) 5/28/2020 50 min/in <br /> 26 (Lot 23) 5/29/2020 50 min/in <br /> 27 (Lot 25) 5/29/2020 50 min/in <br /> 28 (Lot 26) 5/29/2020 50 min/in <br /> 29 (Lot 27) 5/29/2020 50 min/in <br /> 30(Lot 29) 5/29/2020 50 min/in <br /> 31 (Lot 30) 5/29/2020 50 min/in <br /> 32 (Lot 32) 5/29/2020 50 min/in <br /> 33 (Lot 33) 5/29/2020 50 min/in <br /> 34 (Lot 35) 5/29/2020 50 min./in <br /> 35 (Designated 5/29/2020 50 min./in <br /> Remainder) <br /> *See Results Attached. <br /> 6.7 Discussion of any potential problems predicted and/or the need for an engineered or <br /> alternative septic system. In this area,the soils are Jahant loam, San Joaquin loam, San Joaquin <br /> Complex and San Joaquin Urban Land. Due to this classification and percolation rate, a standard <br /> septic system similar to the ones found on neighboring properties would be recommended on the <br /> proposed parcels. <br /> 6.8 Discussion of percolation rates in relation to the type, size and location of future leach <br /> fields needed at the site. Based on the results of the percolation rate and the soils profile, it is <br /> Dillon & Murphy's opinion that the subject proposed parcel is suited for a typical on-site sewage <br /> disposal system. The systems should be properly designed and installed according to the current <br /> San Joaquin County criteria for standard septic systems. <br />