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Soil Log <br /> Depth (ft.) Percolation Test P2 (Uses) <br /> • 0.0 - - - - - - <br /> 0.5 <br /> Sandy,lean clay <br /> r° <br /> 2.0 / <br /> 2.5 <br /> 3.0 ✓ 1 <br /> 3.5 +� / ; Clayey,fine to coarse sand <br /> Shallow perc. <br /> 4.6 test,Rate 6.9 <br /> min/in / <br /> 4.5 ' <br /> I <br /> Ot' ° <br /> 5.6 , <br /> �. <br /> $.5 ' 9 <br /> I 1 <br /> Sandy, <br /> 60 I I <br /> I I <br /> 6.5 <br /> I I <br /> ZU I I <br /> 7.5 I I <br /> 6.6 <br /> I I , <br /> &5 I I <br /> I <br /> 9.0 <br /> I I , <br /> 95 /�, ' Explanation: <br /> Percolation test interval is 6 inches. <br /> p0 <br /> r^� Satisfactory result is less than or <br /> a <br /> 10.5 _ y equal to 60 minutes per inch <br /> !� (min/in)for a shallow test and 30 <br /> 11.0 min/in for a deep test.The shallow <br /> ,f/• �i test is 3.0 to 3.5 feet deep, and the <br /> 1.5deep test is 3.5 to 25 feet deep. <br /> e / <br /> 4,-. <br /> I I <br /> 12,0 <br /> o� <br /> I I <br /> 12.5 r .44/ 1 1 <br /> 0 <br /> 13.0 <br /> I <br /> 13.5 ., , <br /> F I <br /> 10.6 Deep perc.test, <br /> 145 Rate<1.8 min/in <br /> Soil Log P2 and Plate No.: 11 <br /> Percolation Test Results Project No: 1608 W <br /> Bender/ Lawry Property <br /> LIVE OAK 31345 E. Grooms Rd. Drilled May 23 - June 3, 2016 <br /> GEO ENVIRONMENTAL INC. Oakdale, CA <br /> Drilling method: hand auger <br />