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Depth Perc,Test P1 Soil Log <br /> (ft.) (USCS) <br /> 0.0 <br /> - 1.0 • • -- - <br /> Sandy clay <br /> 2.0 r / • <br /> 3.0 ! Clayey sand •�. <br /> Shallow ' • - - ' - - <br /> perc.test, <br /> 4.0 Rate 250 j/• j/• <br /> min/in <br /> 5.0 — <br /> .-SM <br /> .A Clayey sand <br /> 6.0 <br /> 7.0 <br /> Silty sand <br /> 8.0 <br /> 9.0 <br /> Fine to coarse sand with silt10.0 <br /> 11.0 0./ <br /> '• 0 s <br /> 12.0 // Sandy <br /> 13.0 _/•�!/• ,' - _ <br /> 14.0Fine sand with silt <br /> n <br /> • <br /> 15.0 ".' ••.' • <br /> Inches I Z <br /> 16.0 ••• <br /> Explanation:Percolation test interval is 6 inches. Satisfactory <br /> •'- ,result is less than or equal to 60 minutes per inch(min/in)for <br /> 17.0 a shallow test or less than or equal to 30 m in/in for a deep <br /> Deep pert.test, test. The shallow test is 3.0 to 3.5 feet deep. The deep test is <br /> Rate<2.6 min/in greater than 3.5 to 25 feet deep. <br /> P7 Soil Log Plate No.: 11 <br /> and Percolation Test Results <br /> r►1 Borba Property Project No.: 1415 <br /> LIVE OAK 24011 E. Dodds Rd. Date Drilled:July 9,2014 <br /> GEO ENVIRONMENTAL INC. Escalon,CA <br /> Drilling Method: Hand Auger <br />