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Depth Perc.Test P2 Soil Log <br /> (ft.) (USCS) <br /> 0.0 <br /> •J!/. <br /> 1.0 Clay with sand <br /> 2.0 <br /> 3.0 Clayey san. (hardpan <br /> Shallow <br /> 4.0 Perc.test, i//• ,' <br /> Rate 250 1 , <br /> min/in <br /> 5.0 1 ' <br /> Sandy;ilt6.0 <br /> •• 111•• — <br /> 7.0 <br /> Medium to coarse sand with silt <br /> 8.0 .06 <br /> � : •� : / <br /> • • • , <br /> 9.0 ' •' <br /> 10.0 • � •• � • �� <br /> • • / <br /> �A �• / <br /> 11.0Sand with clay <br /> / <br /> 12.0 <br /> 13.0 �/• j/•. ,' . <br /> � / a <br /> 14.0 / Grayel with siltysand., <br /> 15.0 <br /> i <br /> 16.0 <br /> �Spq coarseto <br /> 17.0 Deep perc.test, <br /> Rate<1.8 min/in i„ones 2 <br /> P2 Soil Log Plate No.: 12 <br /> and Percolation Test Results <br /> Project No.: 1415 <br /> Borba Property <br /> LIVE OAK 24011 E. Dodds Rd. Date Drilled:July 9,2014 <br /> Escalon,CA <br /> CEO ENVIRONMENTAL INC. <br /> Drilling Method: Hand Auger <br />