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-40 40-- 10-1724 1 26 CL Grayish brown silty CLAY,dry to moist 20 <br /> CL Gray medium stiff CLAY with some silt and fine sand dry to moist <br /> 45 45---- 1 12-1727 200 20 <br /> 50 50---- 15 23 25 210 ML Reddish brown clayey SILT with trace sand moist 20 <br /> =55 55--- 10-1424 236 CL Grayish brown medium stiff silty CLAY moist 00 <br /> -60 60 2750-5 245 ML Light brown clayey SILT with trace gravel moist 00 <br /> -65 65- -- 1013-20 325 ML tight brown medium stiff clayey SILT, moist 00 <br /> - <br /> 685 <br /> Gray SILT with some clay and trace gravel,wet Groundwater <br /> -70 70 - 12 27 40 341 ML encountered at M 5 ft 20 <br /> 75 75- - 20 25 40 400 CL Gray silty CLAY wet 00 <br /> 1 80 <br /> 6585- - 507 SC Grayish brown clayey SA D, graded wet �EO G�Q <br /> 1 _ 6en"'.fomt <br /> HJJ,Total depth of borehole = 90 ft Coprl�j&ll See <br /> -90 90- Figure 5 and Table 4 for details <br /> Ey,Q 1la.r <br /> OF ,C <br /> 13 89/71 51 1 L <br />