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DATE: 1 O/1 1/9S 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 FKR NO D <br /> a.apbw <br /> OEM �TbN Lamer OVAPIO <br /> (FEET) Symbol SOIL DESCRIPTION READING <br /> (BLOWSeFfa (USCS) <br /> Asphalt concrete 3-4 inches thick, fill material-Sand with gravel, <br /> dark brown. <br /> 5 24 CL Stiff'to hard, dark yellowish brown (4/6), silty Clay-gravel mix. 0 ppm <br /> 10 35 CL Stiff to hard, damp, light olive brown (4/3), silty Clay. 0 ppm <br /> 15-135 SM Dense, slightly damp, dark grayish brown (4/2), silty fine Sand, 673 <br /> medium/strong odor. ppm <br /> 20 26 SM Loose textured, damp, dark grayish brown (4/2), silty Sand. 881 <br /> PPM <br /> 25 21 SM Damp, olive brown (4/4), silty Sand. 877 <br /> PPM <br /> 290 <br /> 30 29 CL Dense, damp, olive brown (4/4). silty Sand/Clay mixture. ppm <br /> BORING LOG MW-7 (0-30') PROJECT NO: <br /> BORING LOG U-HAUL CENTER #709-50 94HWO21 <br /> 2701 NORTH WILSON WAY. STOCKTON, CALIFORNIA <br /> Form SOTA 98(64• ENVIRONMENTAL TECHNOLOGY.INC. <br /> S�e 16980 Via Tazon.Suite 130 <br /> L� San Mcgo.California 92127 <br />