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Depth, <br />feet <br />Graphic <br />Log <br />5 <br />LITHOLOGY SAMPLING DATA <br />Visual Description <br />Sample Penetration PID <br />No. and Rate Values <br />Interval (Blows/fl.) (PPal) <br />FILL; sand, gravel, and silt. <br />B-4-4 <br />B-4-8 <br />B-4-12 <br />13-4-18 <br />18 <br />46 <br />321 <br />480 <br />SILTY CLAY; light brown, unsaturated. (CLM) <br />SAND; brown, loose, trace fines, dry. (SP) <br />SANDY CLAY; brown, trace silt, moist. (CLS) <br />5 <br />SAND; brown, loose, fine sands, trace fines, moist. (SP) <br />CLAY, dense, brown, unsaturated, plastic. (CL) <br />SANDY CLAY; trace gravel, loose sands, unsaturated. (CLS) <br />10 <br />CLAY, dense, brown, trace sand, unsaturated, plastic. (CL) <br />SAND WITH GRAVEL; brown, trace fines, moist. (SP-GP) <br />SILTY CLAY, trace sand, brown, wet. (CLM) <br />15 <br />10 <br />A <br />Mt! <br />V"VI—e% <br />ØJJ 15 <br />AA gonvnisroxnetv Inc.al <br />Delta <br />Page 1 of 1 <br />BORING/WELL NO. <br />B-4 <br />BORING/WELL LOCATION SKETCH MAP <br />B-4 <br />PROJECT NO./NAME <br />A002-124/United Storage <br />DRILLING CONTRACTOR/DRILLER <br />Fisch Environmental/Rick Bert°lino <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 />10/2/02-10/2/02 <br />TOTAL DEPTH <br />16.0 <br />End of boring at 18 feet. <br />SOIL SAMPLE: 134-16 (16 feet) - VOCs, TPH-G, TPH-D