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FILL; sand, gravel, and silt. <br />B-6-4 <br />B-8-7 <br />B-8-8 <br />B-8-9 <br />8-8-10 <br />B-8-12 <br />39 <br />100 <br />198 <br />50 <br />58 <br />45 <br />SAND; brown, loose, trace fines, dry. (SP) <br />SILTY SAND; light brown, loose, moist. (SM) <br />SANDY SILT; light brown, loose, moist. (MLS) <br />5 <br />CLAY; light brown, trace silt and sand, moist, slight plasticity. (CL) <br />10 <br />SAND; light brown, loose, trace fines, wet. (SP) <br />End of boring at 12.5 feet. <br />SOIL SAMPLE: B6-8 (8 feet) - VOCs, TPH-G, TPH-D <br />5 <br />10 <br /> A <br />AA Environmental <br />Consultants, Inc. <br />Page 1 of 1 <br />BORING/WELL NO. <br />B-6 <br />Delta <br />BORINGNVELL LOCATION SKETCH MAP <br />e -- <br />PROJECT NO /NAME <br />A002-124/United Storage <br />DRILLING CONTRACTOR/DRILLER <br />Fisch Environmental/Rick Bert°lino <br />LOCATION <br />2115 W. 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 />12.0 <br />LITHOLOGY <br /> <br />SAMPLING DATA <br />Depth, <br />feet <br />Graphic <br />Log Visual Description <br />Sample <br />No. and <br />Interval <br />Penetration <br />Rate <br />(Blows/ft.) <br />PID <br />Values <br />(PPrn)