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Depth(ft.) P1 P1 P2 P2 Soil Log (USCS) <br /> 0.0 - - - - <br /> _ = Inches <br /> 0.5 =.. <br /> 1.0 r <br /> – – Brown <br /> (medium to <br /> — — coarse) <br /> 1.5 v E _ = sandy silt <br /> a Ln — — <br /> 2.0 cc d <br /> N r <br /> 2.5 C3H <br /> n ci —_ finches t <br /> 3.0 m 3 <br /> r _ _ <br /> 3.5 <br /> 4.0 – Brown <br /> — — (medium to <br /> coarse) <br /> _ 4.5 E – sand with <br /> silt <br /> 5.0 ° _ _ <br /> N <br /> 5.5 _ = Explanation: <br /> CL <br /> 6.0 Q Percolation test interval is 6 inches. <br /> c _ Satisfactory result is less than or equal to <br /> 60 minutes per inch (mpi) for a shallow test <br /> 6.5 = = i or less than or equal to 30 mpi for a deep <br /> — test. The shallow test is 3.0 to 3.5 feet deep. <br /> — — The deep test is greater than 3.5 feet to 25 <br /> feet deep. <br /> 7.0 <br /> U � <br /> O <br /> 7.5 <br /> m — — <br /> 8.0 0 <br /> P1 & P2 Soil Log and Plate No.: 9 <br /> Percolation Test Results <br /> 4w&-- Henry Property Project No.: 1107 <br /> LIVE OAK 24650 N.Mackville Rd. Drilled June 1-3,2011 <br /> GEo ENVIRONMENTAL INC. Clements, CA Drilling Method: Hand Auger <br />