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LITHOLOGY SAMPLING DATA <br />Sample <br />No. and <br />Interval <br />Depth, <br />feet <br />PID <br />Values <br />(PPnl) <br />Penetration <br />Rate <br />(Blows/ft.) <br />Graphic <br />Log Visual Description <br />10 10 <br />FILL; sand, gravel, and silt <br />SANDY CLAY; light brown, dry, medium grained sands. (CLS) <br />B-3-4 <br />5 <br />SAND; brown, loose, trace fines, dry. (SP) <br />B-3-8 <br />SANDY CLAY; brown, trace silt and gravel, lean, wet. (CLS) <br />5 <br />SAND; brown, loose, trace fines, moist. (SP) <br />SANDY CLAY; dark brown, trace gravel, moist. (CLS) <br />B-3-12 <br />15 <br />End of boring at 16 feet. <br />SOIL SAMPLE: B3-8 (8 feet) - VOCs, TPH-G, TPH-D <br />B-3-16 50 <br />37 <br />94 <br />40 <br />GEOLOGIST/OFFICE <br />John Smith/St. Paul <br />APPROVED BY <br />Keith Knoke <br />AMk <br />A Environmental <br />Consultants, Inc. <br />Page 1 of 1 <br />PROJECT NO /NAME <br />A002-124/United Storage <br />DRILLING CONTRACTOR/DRILLER <br />Fisch Environmental/Rick Bert°lino <br />Delta <br />BORING/WELL NO. <br />B-3 <br />BORING/WELL LOCATION SKETCH MAP <br />LOCATION <br />2115W. Washington Street <br />Stockton, California <br />DRILLING EQUIPMENT/METHOD <br />Geoprobe/Dlrect Push <br />SIZEJTYPE OF BIT <br />2 in./ <br />SAMPLING METHOD <br />Macrocore <br />START/FINISH DATE <br />10/2102-10/2/02 <br />TOTAL DEPTH <br />16.0