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Graphic <br />Log <br />0••••"•'4 • 4 <br />ii' <br />4 <br />4 • 0 4 <br />„AAA <br />44444 <br />44.4A <br />Krr'/V . <br />4444 <br />Depth, <br />feet <br />5 <br />10 <br />15 <br />AA Environmental <br />Consultants, Inc. <br />Page 1 of 1 <br />BORING/WELL NO. <br />B-10 <br />PROJECT NO /NAME <br />A002-124/United Storage <br />DRILLING CONTRACTOR/DRILLER <br />Fisch Environmental/Rick Bertolino <br />Delta <br />BORING/WELL LOCATION SKETCH MAP <br />LOCATION <br />2115W. Washington Street <br />Stockton, California <br />GEOLOGIST/OFFICE <br />John Smith/St. Paul <br />APPROVED BY <br />Keith Knoke <br />DRILLING EQUIPMENT/METHOD <br />Geoprobe/Direct Push <br />SIZE/TYPE OF BIT <br />2 in./ <br />SAMPLING METHOD <br />Macrocore <br />START/FINISH DATE <br />9/30/02-9/30/02 <br />TOTAL DEPTH <br />16.0 <br />LITHOLOGY SAMPLING DATA <br />Visual Description <br />Semple Penetration PID <br />No. and Rate Values <br />Interval (Blows/ft.) (PPm) <br />FILL sand, gravel, and silt <br />SILTY CLAY, brown, trace fine sands, moist. (CLM) B-10-2 0.5 <br />B-10-4 1.2 <br />5 <br />SANDY CLAY; light brown, moist. (CLS) <br />B-10-8 2.5 <br />B-10-8 18.9 <br />10 <br />SILTY CLAY with gravel, light brown, moist. (CLM) B-10-10 18.0 <br />SANDY CLAY; brown, lean, moist. (CLS) <br />B-10-12 89 <br />SILTY CLAY; lean, trace sand, brown, wet. (CLM) <br />15 <br />SILTY CLAY; dark green, lean, wet. (CLM) <br />B-10-16 40 <br />End of boring at 18 feet. <br />SOIL SAMPLE: B10-12 (12 feet) - VOCs, TPH-G, TPH-D <br />WATER SAMPLE: W-B10 - VOCs, TPH-G, TPH-D