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0�® GROUNDWATER <br /> TECHNOLOGY, INC. Soil Boring 3 <br /> DrIlling Log <br /> s Descrlptionfson Closalficatlon <br /> (color, Texture, structures) <br /> e <br /> 26 Or 126 10 CL Gray clay (con t) <br /> 1s Brown, medium to coarse sand (medium dense, moist, <br /> o O E ::Sw moderate product odor) <br /> 28 •,•.•. <br /> • Gray Y cla y (very stiff, moist, slight product odor) <br /> D• p (reddish brown staining and black organic <br /> 30 <br /> • F matter in samples)�4 a 25 i0 <br /> opp 1s <br /> 32 <br /> I <br /> 34 G <br /> ° 1s <br /> rI�LJ+K <br /> 38- <br /> Encountered water 5/9/84 (1100 hours) <br /> End of boring, added two buckets of bentonite <br /> 40- <br /> 42 <br /> 48 <br /> 50 <br /> 52 <br /> 54 <br /> 56 <br /> 58 <br /> a� �► B <br /> Page.2_o£? <br />