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FILL; sand, gravel, and silt. <br />SAND; light brown, poorly graded, medium grained, moist, some fines, loose. (SP) B-2-2 1.8 <br />2.5 <br />5 <br />B-2-8 125 <br />10 <br />SANDY CLAY, dark brown, medium grained sands, moist. (CLS) B-2-12 193 <br />SAND; light brown, loose, some fines, wet. (SP) <br />15 <br />B-2-15 59 End of boring at 15 feet. <br />SOIL SAMPLE: B2-12 (12 feet) - VOCs, TPH-G, TPH-D <br />WATER SAMPLE: W-B2 - VOCs, TPH-G <br />5 <br />10 <br />15 <br />rf/A <br />1.1 <br /> <br />Environmental <br />Page 1 of 1 <br />BORING/WELL NO. <br />B-2 <br />PROJECT NO /NAME <br />A002-124/United Storage <br />DRILLING CONTRACTOR/DRILLER <br />Fisch Environmental/Rick Bertolino <br />LOCATION <br />2115W. Washington Street <br />Stockton, California <br />AA Consultants, Inc. <br />Delta <br />BORINGNVELL LOCATION SKETCH MAP <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 />15.0 <br />LITHOLOGY <br /> <br />SAMPLING DATA <br />Depth, <br />feet <br />Graphic <br />Log Visual Description <br />Sample <br />No. and <br />Interval <br />Penetratlon <br />Rate <br />(Blows/ft.)