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Depth Perc. Pen:. Perc. Sm Log <br /> (n) Test Test Test <br /> P1 P2 P3 ROM <br /> 0.0 a c _ <br /> c <br /> 1.0 <br /> W C / <br /> CLID CIR -- 2 <br /> E d <br /> NE <br /> e0 <br /> 2.0 U') / 1sandy <br /> O <br /> '4 <br /> E J m <br /> y clay <br /> o <br /> cc <br /> 3.0 <br /> CD <br /> aON � r <br /> U <br /> 4.0 3 _� n / / I L/ <br /> CL o E c n _.. —. <br /> ti a <br /> R � <br /> L <br /> 6.0 y w <br /> e0. <br /> i <br /> 7.0 Khl Tr1 <br /> d � Ii _ I <br /> n _ <br /> 8.0 c - / 1sandy <br /> 9.0 — <br /> 10.0 _ ..—. <br /> 11.0 - <br /> 12.0 <br /> — 1 <br /> 13.0 , <br /> Explanation: <br /> 14.0 c - Percolation test interval is 6inches. <br /> _.7 Satisfactory result is less than or equal to <br /> 15.0 E __ ; 60 minutes per inch (mpi) for a shallow test <br /> M = . or less than or equal to 30 mpi for a deep <br /> 16.0 , 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 /> 17.0 <br /> U <br /> CL <br /> 18.0 c , <br /> 19.0 <br /> P1-P3 Soil Log and Percolation Plate No.: 10 <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,CA <br /> Drilling Method: Hand Auger <br />