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Perc. Soil <br /> Depth(ft.) Test Boring Soil Log <br /> 0.0 P1 <br /> \\\ Dark brown tea► <br /> 1.0 \\\ clay with <br /> \\\ fine sand <br /> 2.0 \ n&- <br /> 3.0 Medium <br /> — — brown (fine) <br /> sandy silt <br /> Shallow <br /> perc. test, <br /> Rate 15.6 = ' <br /> 4.0 mpi <br /> Light <br /> \\\ brown (coarse) <br /> 5.0 \\\ sandy silt with <br /> clay <br /> 6.0 <br /> Light <br /> \\\ brown,clayey, <br /> sandy silt <br /> 7.0 \\ <br /> \ Explanation: <br /> \\\ <br /> i Percolation test interval is 6 inches. <br /> 8.0 \\\ Satisfactory result is less than or <br /> \ equal to 60 minutes per inch (mpi) for <br /> a shallow test or less than or equal to <br /> 30 mpi for a deep test. The shallow <br /> \\\ i test is 3.0 to 3.5 feet deep. The deep <br /> 9,0 test is greater than 3.5 feet to 25 feet <br /> deep. <br /> Soil Log and Percolation Plate No.: 9 <br /> Test Results <br /> Cheema Freightlines Project No.: 1025 <br /> LIVE OAK 4258 &4274 S. Highway 99 Date Drilled: Oct. 18,2010 <br /> CEO ENVIRONMENTAL INC Stockton, CA Drilling Method: Hand Auger <br />