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1 <br /> DATE 10 10 95 LOGGED BY DM/JMcA G W DEPTH 65ft BGS <br /> DRILLRIG CME-75 HOLE DIAMETER 8 inch <br /> DRILLER NAME SPECTRUM ELEVATION MONITORING WELL YES MR NO D <br /> DFP7'N SAMPLES �! <br /> ( Er) <br /> SECTION SymbOVAPPID <br /> i%DWg/Frj (USCS) SOILDESCAIPRON READING <br /> CUSCS) <br /> Asphalt concrete 2" thick fill material-Sand <br /> P with gravel, dark <br /> brown. <br /> ' 5 17 CL Stiff. dam dark r <br /> p. brown (2 5/1), silty Clay 0 ppm <br /> ' SM Changes to: dense, light brown (5/2). <br /> gsilty Sand. <br /> 1 <br /> 10 20 SM Dense, damp, light brown (4/3), silty Sand 0 ppm <br /> 1 <br /> 15 24 SM Dense, damp silty Sand 0 ppm <br />' <br /> 20 -120 SM Dense damp silty Sand 0 <br /> PPm <br /> 1 <br />' 25 49 SM Dense, damp, light brown (4/3), silty Sand, with reddish lines 0 ppm <br /> 30 41 SM-CL Dense, light brown (4/2), silty Sand, with silty Clay 0 ppm <br />' BORING LOG MW-8 (0-301) PROJECT NO <br /> BORING LOG U-xAUL CENTER #709-50 94HWO21 <br /> 2701 NORTH WILSON WAY, STOCKTON, CALIFORNIA <br /> Form SOTA ire(E-4 90I ENRONMENTAL TECHNOLOGY INC <br />' S�AVI16980 Via Tazon Suite 130 <br /> San Diego California 92127 <br />