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Depth Perc. Perc. Soil Log <br /> (ft.) Test P1 Test P2 <br /> 0.0 — — — — — — <br /> c <br /> c <br /> v— c <br /> 1.0 Ec E Sandy clay <br /> In <br /> n fV <br /> CL <br /> g c <br /> cc / <br /> N / <br /> 2.0 <br /> w <br /> v / <br /> d d / <br /> d <br /> o — ' <br /> 3.0 t <br /> r rn <br /> U <br /> Sandy,silty <br /> 4.0 <br /> clay <br /> 5.0 sc <br /> �i <br /> 6.0 ro i <br /> r.. <br /> Fine sand <br /> 7,0 with silt <br /> `m <br /> a SM <br /> iu <br /> o ' <br /> 8.0 / <br /> Explanation: <br /> Percolation test interval is 6 inches. Satisfactory <br /> 9.0 result is less than or equal to 60 minutes per inch <br /> (min/in) for a shallow test or less than or equal to <br /> 30 min/in for a deep test The shallow test is 3.0 to <br /> 3.5 feet deep. The deep test is greater than 3.5 feet <br /> to 25 feet deep. <br /> 10.0 <br /> Soil Log and Percolation Plate No.: 10 <br /> Test Results <br /> Chiappe Farms Project No.: 1307 <br /> _ <br /> LIVE OAK 24226 E. Highway 4 Date Drilled:July 17, 2013 <br /> CEO ENVIRONMENTAL INC. Farmington, CA Drilling Method: Hand Auger <br />