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Depth (ft.) Perc. Soil Log <br /> • Test P3 (USCS) <br /> 0.0 - - - - - - - - - . �M. <br /> T� �-,� , <br /> 0.5 aches ;,.r..,l� <br /> 1.0 Clayey fine to coarse sand, <br /> partially cemented <br /> 1.5 ` <br /> 2.0 <br /> h Sandy cemented <br /> 2.5 <br /> � 4t <br /> 3.5 Shallow perc. <br /> test,Rate 22.7 <br /> 4.0 min/in �'P'�I , $ coarseSilty fine to <br /> rig i <br /> 4.5 <br /> 5.0 <br /> 5.5 <br /> Clayey fine to coarse �. <br /> 6.0 % <br /> 6.5 <br /> 7.5 <br /> Explanation: <br /> 8.0 ` , Percolation test interval is 6 inches. <br /> Satisfactory result is greater than 1 <br /> minute per inch (min/in) but less than <br /> $•5 or equal to 60 min/in for a shallow test <br /> and greater than 1 min/in but less than <br /> 9.0 Deep perc.test, or equal to 30 min/in for a deep test. <br /> Rate 9.2 min/in The shallow test is 3.0 to 3.5 feet deep, <br /> and the deep test is 3.5 to 25 feet deep. <br /> P3 Soil Log and Percolation Plate No.: 12 <br /> Test Results <br /> Project No.:1809 <br /> Norton Property <br /> LIVE OAK 18200&18350 S.Henry Rd. Drilled:Sept.- Oct.2018 <br /> GEO ENVIRONMENTAL INC. EScalon,CA [Drilling method:hand auger <br />