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!Ti r SAMPLING SOIL BORING DMW-7 <br /> Drilling Method: Mobile B-61 8"HSA/8"bit <br /> f Sampling Method: Cal Split Spoon <br /> Date Started: 12V14/98 <br /> a m Date Completed: 12/14/98 <br /> Elevation(Ground Surface): 15.60 ft. MSL <br /> E a. Elevation(rop of Casing): 15.25 ft. MSL <br /> U E <br /> o Symbols USCS Description <br /> ' 35 Cal 18/15 ML Becomes reddish-brown mottled with white veining. Dense, <br /> damp. <br /> m <br /> 40 Cal 181_ Reddish-brownsift <br /> with trace/I the clay. damp. <br /> Y P <br /> • rn <br /> i> <br /> 4 U <br /> C <br /> • T <br /> F45 <br /> =� Ce! 1 to Becomes most. Trace fines d. <br /> SI <br /> IF <br /> 4..1 <br /> 1 50 Cel 18/16 Becomes with wet fine sand layers. Dense,moist/wet. <br /> w <br /> o <br /> 55 Cal 14/14 Reddish-brown sift with trace clay and fine sand. Very dense, r <br /> vmvmoslt. <br /> f . <br /> 60 Cal 161 Becomes light gray sift with little fine to coarse sand. Dense, <br /> moist. <br /> j <br /> 64.6'tagged. Boring complet as monitoring well. <br /> r 65 Ca! 616 Groundwater encountered r-48.3'bgs. <br /> E � <br /> EI ' <br /> E 70 <br /> E <br /> r <br /> i <br /> I <br /> 111 SOIL BORING/DMW-7 <br /> Former American Forest Products <br /> DAMES&MooRE Stockton, California <br /> y �����0"E�aOp1°"H Cwtsk1S15B84ydmw-7„Ol.cdr ac ty98 <br /> Page 2 of 2 <br /> E <br />