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DOpih P9��. Soil� <br /> („•) isel (uscs) <br /> 0.0 <br /> T� <br /> C //, / Brown sandy <br /> 1.0 E <br /> ay <br /> M <br /> m <br /> 2.0 <br /> o <br /> 3.0 <br /> 4.DI I <br /> 5.0 <br /> 6.0 = _ <br /> Explanation: <br /> 7.0 E — <br /> ° — — Percolation test interval is 6 inches. <br /> fV <br /> p = = satisfactory result is less than or equal to <br /> — — 60 minutes per inch (mpi) for a shallow test <br /> n = = or less than or equal to 30 mpi for a deep <br /> 8.0 ° — — test. The shallow test is 3.0 to 3.5 feet deep. <br /> i The deep test is greater than 3.5 feet to 25 <br /> feet deep. <br /> 9.0 10 <br /> P7 Soil Log and Percolation Plate No.: 13 <br /> Test Results <br /> Johnson Frazier Ranch Project No.: 1217 <br /> LIVE OAK 22201 E.Frazier/22260 E. Harney Drilled February 4-27,2013 <br /> GEO ENVIRONMENTAL INC. Linden,CQ <br /> Drilling Method: Hand Auger <br />