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Depth (ft.) Perc. Perc. Perc. Soil Log <br /> Test P1 Test P2 Test P3 (USCS) <br /> 0,0 <br /> 0.5 <br /> Clay(lean) <br /> is <br /> E <br /> r � <br /> d O <br /> 2.0Q C14 <br /> CU <br /> �C� -✓ <br /> E Cr <br /> 2.5Silty sand <br /> y +O+ N <br /> JJJ <br /> L � L <br /> 5.0 n <br /> O L O / <br /> 4.0 <br /> 4.5 -�-• - ; Explanation: <br /> Percolation test interval is 6 inches. <br /> 5.0 _ • -••. - Satisfactory result is greater than 1 <br /> E _ - minute per inch (min/in) but less <br /> co E than or equal to 60 min/in for a <br /> Lq <br /> 5.5 N •-"". • shallow test, and greater than 1 <br /> 0 min/in but less than or equal to 30 <br /> °C M - ; min/in for a deep test. The shallow <br /> y E test is 3.0 to 3.5 feet deep; the deep <br /> 5.0 U B - test is 3.5 to 25 feet deep. <br /> co <br /> CD Y <br /> 6.5 ami _ .., <br /> CL <br /> O W —... _. <br /> - 1 <br /> 7.0 L �- <br /> G <br /> G <br /> W'7.'5 <br /> ... <br /> d <br /> Soil Log and Percolation Test Plate No.: 12 <br /> Results, P1-P3 Project No: 20-54 <br /> Caton Property <br /> LIVE OAK 14503 S.Campbell Ave. Drilled: Nov.10-23,2020 <br /> GEO ENVIRONMENTAL INC. EScalon,CA Drilling method: hand auger <br />