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Depth Soil Log <br /> (ft.) Pere.Test P1 Pere.Test P2 (USCS) <br /> 0.0 ® /® - - - - - r.T r rT <br /> 1.0 c <br /> E <br /> Cy •,� <br /> N M <br /> m <br /> � � s <br /> 2.0 y <br /> Ci / Inches I 2 <br /> Clayey sand,cemented <br /> 6 � <br /> 3.0 o <br /> m <br /> N L <br /> (n <br /> 4.0 r/ 4, <br /> / inches I <br /> �fj I <br /> 5.0 J�j <br /> / <br /> E <br /> E /J <br /> Vo <br /> 0° V • r / <br /> 6.0 cc m — <br /> `w <br /> r e / <br /> N e / <br /> g — Explanation: <br /> 7.0 o a Percolation test interval is 6 inches. <br /> Satisfactory result is less than or equal to <br /> 60 minutes per inch (min/in) for a shallow <br /> test or less than or equal to 30 min/in for <br /> 8,0 a deep test. The shallow test is 3.0 to 3.5 <br /> feet deep. The deep test is greater than <br /> 3.5 to 25 feet deep. <br /> Soil Log Plate No.: 10 <br /> and Percolation Test Results <br /> Singh Property Dwelling Cluster Project No.: 1515 <br /> LIVE OAK 5020 E. Eight Mile Rd. Date Drilled:July 20,2015 <br /> oEO ENVIHONMENrni INC. Stockton,CA <br /> Drilling Method: Hand Auger <br />