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45 --- 445 9 1520 ML Brown, medium stiff clayey SILT,dry 02 <br /> 45 <br /> 50 50---- 500 1520-25 ML Brown,medium stiff, clayey SILT with little sand,dry 04 <br /> -55 55 --- 512 10-15-25 ML Brown medium stiff clayey SILT,dry 02 <br /> -60 60---- 530 815-15 SP Brown loose medium dense, non graded, uniform, fine SAND 04 <br /> - - — Brown loose, non graded, uniform fine SAND with little sand and pea 04 <br /> 65 65 -- 540 8 15 15 Sl' gravels <br /> 70 70---- 800 10-2223 ML Brown medium stiff clayey SILT wet Groundwater encountered at 04 <br /> am 685 ft <br /> 10/22 <br /> /93 <br /> 75 <br /> 80 <br /> Exp 6-- <br /> 85 <br /> -: <br /> s0 ---- <br /> Total depth of borehole = 94 ft Converted into monitoring well See <br /> Tables 4 and Figure 3 for details <br /> 94--- <br /> 95 <br />' 20 R9/71 51 1 L <br />