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• <br />FILL; sand, gravel, and silt. <br />SAND; poorly graded, light brown, loose, moist. (SP) <br />0-9-3 62 <br />B-9-4 88 <br />5 <br />B-9-8 56 <br />SANDY CLAY; light brown, trace gravel, soft, wet. (CLS) <br />10 <br />B-8-10 164 <br />End of boring at 10 feet. <br />SOIL SAMPLE: 139-12 (12 feet) - VOCs, TPH-G, TPH-D <br />5 <br />0 <br />Environmental <br />Page 1 of 1 <br />BORING/WELL LOCATION SKETCH MAP AA Consultants, Inc. <br />Delta <br />BORING/WELL NO. <br />B-9 <br />PROJECT NO./NAME <br />A002-1241United Storage <br />DRILLING CONTRACTOR/DRILLER <br />Fisch Environmental/Rick Bertolino <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 />10.0 <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 />(PPNI)