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Depth (ft.) Perc.Test P1 Soil Log <br /> (USCS) <br /> 0.0 - - - - - - - - - <br /> 1.0 <br /> ��T_�--`T=-_-�_--I— 1 <br /> 2.0 Sandy <br /> 3.0 <br /> 4.0 Shallow perc.test, <br /> 5.0 no movement i <br /> ISilty sand,cemented <br /> 6.0 <br /> 7.0 <br /> 8.0 <br /> Sandy <br /> 9.0 <br /> i <br /> 10.0 <br /> i <br /> 11.0 <br /> i <br /> i <br /> 12.0 <br /> i <br /> ' Silty fine sand with clay <br /> i <br /> 13.0 <br /> 14.0 <br /> i <br /> 15.0 ' <br /> 1 <br /> 16.0 sand with silt <br /> 17.0 <br /> 18.0 i <br /> 19.0 i <br /> 20.0 � ' L <br /> Explanation: <br /> 21.0 Percolation test interval is 6 inches. <br /> Satisfactory result is greater than 1 <br /> 22.0 ' ' minute per inch (min/in) but less than <br /> or equal to 60 minutes per inch for a <br /> 23.0 ,' shallow test, and greater than 1 min/in <br /> but less than or equal to 30 min/in for a <br /> 24.0 , deep test.The shallow test is 3.0 to 3.5 <br /> Deep perc.test, espy �' feet deep,and the deep test is 3.5 to 25 <br /> 25.0 Rate 12.5 min/in feet deep. <br /> Soil Log and Percolation Test Plate No.: 14 <br /> Results Project No: 20-20 <br /> LIVE OAK 12448&12436 E.Harney Ln. Drilled: May 18&21,2020 <br /> GEO ENVIRONMENTAL INC. Lodi,CQ <br /> Drilling method: hand auger <br />