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Perc. Soil Log <br /> • Depth (ft.) Test P1 (USCS) <br /> 0.0 - - - - - <br /> - <br /> 0.5 <br /> Z.1.0 <br /> Cl <br /> 1.5 <br /> 2.0 <br /> 2.5 <br /> 3.0 <br /> 3.5 <br /> Shallow perc.test, <br /> 4.0 Rate 62.5 min/in <br /> 4.5 <br /> 6.0 Explanation: <br /> 6.5• 7 <br /> Percolation test A <br /> rr <br /> 7.0 interval is 6 inches. <br /> Sandy clay <br /> Satisfactory result is <br /> 7.5 less than or equal to <br /> 60 minutes per inch <br /> 8.0 (min/in)for a shallow <br /> test and 30 min/in for <br /> 8.5 a deep test. The <br /> shallow test is 3.0 to Z <br /> 9.0 3.5 feet deep, and the <br /> deep test is 3.5 to 25 <br /> 9.5 feet deep. <br /> Clayey sand,cemented <br /> 10.0 <br /> 10.5 <br /> 11.0 <br /> 11.5 <br /> 12.0 Deep perc.test <br /> Rate 41.7 min/in <br /> P1 Soil Log and Percolation Plate No.: 11 <br /> Test Results <br /> • 4PVW Sanguinetti Property Project No.: 1704 <br /> 18626,18638,18704 Drilled March 28,2017 <br /> LIVE OAK E.Copperopolis Rd. <br /> GEO ENVIRONMENTAL INC. Linden,CA Drilling method-hand auger <br />