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I Percolation Tests(New Pad) <br /> Depth P1 I Soil Log <br /> (ft.) (old pad) 1 P2 P3 P4 (USCS) Interpretation <br /> 0.0 1 <br /> , Y <br /> 1 i o Y <br /> 1.0 <br /> 1.5 1 -�= Organic silty clay of Percolation <br /> I ° low plasticity,light rates <br /> 2.0 1 E ; "" — " — grey to olive green >30 to <60 <br /> min/in <br /> 2.5 ' <br /> Rate 50 — <br /> Rate<5.01 min/in �'" Extent of raised pad <br /> Min/in '----= <br /> 3.° _...........�............. . ....... ... <br /> 0.5 IT. . Peat,dark grey <br /> 4.0 <br /> 45 Organic silty clay of Percolation <br /> Rate<5.0 OL low plasticity,dark rates<5 <br /> 5.0 min/in grey min/in <br /> 5.5 <br /> 6.0 Rate>60 <br /> min/in <br /> 6.5 <br /> Organic clay of Percolation <br /> 7.0 medium to high rates>60 <br /> OH plasticity, dark grey min/in <br /> 7.5 <br /> 8.0 <br /> 0.5 <br /> s.0 <br /> 9.5 <br /> 10.0 OH <br /> with Organic clay of <br /> 10.11 traces medium to high <br /> of PT plasticity, dark grey, <br /> with traces of peat <br /> -11,5 <br /> 2.0 <br /> Organic clay of <br /> 1z.5 0H medium to high <br /> 1a.° <br /> 0 plasticity, light grey <br /> First grpund water,13'bgs <br /> Soil Log and Percolation Plate No.: 3 <br /> Test Results Project No: 1607 <br /> Venice Island Ferry Tender's <br /> LIVE OAK Residence Drilled April 7, 2016 <br /> 15501 W. Eight Mile Rd. <br /> cEo ENVIRONMENTAL INC Stockton, CA Drilling method: hand auger <br />