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PILL; sand, gravel, and silt. <br />B-8-4 <br />B-8-8 <br />B-8-12 <br />8-8-18 <br />80 <br />156 <br />128 <br />20 <br />SANDY CLAY; brown, medium grained sand, unsaturated. (CLS) <br />GRAVELLY SAND; brown, some day, dry. (SP-GP) <br />5 <br />SANDY CLAY; brown, dry. (CLS) <br />GRAVELLY SAND; brown, moist. (SP-GP) <br />SANDY CLAY; brown/green, moist (CLS) 10 <br />SILTY CLAY; green, some gravel, wet. (CLM) <br />SANDY CLAY, green, wet (CLS) <br />15 <br />End of boring at 16 feet. <br />m <br />5 <br />10 <br />15 <br />Environmental <br />Page 1 of 1 <br />BORING/WELL NO. <br />B-8 <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 />Geoprobeerect Push <br />SIZE/TYPE OF BIT <br />2 in./ <br />SAMPLING METHOD <br />Macrocore <br />START/FINISH DATE <br />10/2/02-10/2/02 <br />TOTAL DEPTH <br />16.0 <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 />SOIL SAMPLE. 88-8 (8 feet) - VOCa, TPH-G, TPH-D <br />WATER SAMPLE: W-B8 - VOCs, TPH-G, TPH-D