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� I <br /> Depth Perc. Soil Log <br /> (ft.) Test P7 (USCS) <br /> 0.0 - - - - - - - <br /> - <br /> 1.0 i p <br /> 2.0 ` <br /> 0 b <br /> 3.0 ` <br /> Shallow perc. <br /> test,Failed <br /> 4.0 ` <br /> Fat clay <br /> 5.0 <br /> 6.0 <br /> Clayey fine to medium sand, <br /> cemented <br /> Ov <br /> 7.0 <br /> d � Y <br /> 17�rWW <br /> 4" Clayey fine to coarse <br /> » m Y Z ^� 1 <br /> 8.0 <br /> » <br /> g <br /> 4 <br /> ♦� � <br /> » . yf <br /> 9.0 . <br /> �qr, <br /> 10.0 <br /> a ' <br /> e <br /> -'s o / <br /> 11.0 <br /> Explanation: <br /> Percolation test interval is 6 inches. <br /> 12.0 Satisfactory result is less than or equal <br /> to 60 minutes per inch(min/in)for a <br /> shallow test and 30 min/in for a deep <br /> 13.0 '® gp »» ' test.The shallow test is 3.0 to 3.5 feet <br /> d » deep,and the deep test is 3.5 to 25 feet <br /> • ® » deep. <br /> 14.0 <br /> Deep perc. <br /> test,Rate <br /> 6.2 min/in <br /> Soil Log P7 and Percolation Plate No.: s <br /> Test Results <br /> 49 Lenz!/Lantz Property Project No: 1616 <br /> LIVE OAK 3222 E.Collier Rd. Drilled:April 5-6,2017 <br /> Acampo,CA M 11 <br /> GEO ENVIRONMENTAL INC. Drilling method:hand auger <br />