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Acton • Mickelson - van Darn, Inc. <br /> Consulting Scientists, Engineers, and Geologists <br /> Log of Soil Boring: MW-2 OVM/OVA: hNu PID with 10.2 eV probe <br /> Project Number: 19012.04 Drilling Time Date <br /> Start 8:58 AM 12/13/93 <br /> Location: Beacon #474 <br /> 3440 East Main Street Finish 1:00 PM 12/13/93 <br /> Stockton, California Water Depth (Date): 79.32 Feet (12113193) <br /> Drilling Company: V&w Drilling Casing Elevation: 99.07 Feet <br /> Drilled By: Robert Vickery Completion Depth: 91.5 Feet <br /> Drilling Method Mobile 8-61 HDX Logged By: T. Del Frate <br /> Sampfng Method: California modified split-spoon sampler Checked By: <br /> fitted with 8"brass sample sleeves <br /> c c o <br /> DESCRIPTION WELL TION m COMMENTS w � in <br /> iUiL <br /> SILTY CLAY, reddish brown, medium CL 8 <br /> plasticity, slightly moist, black 11 IS s RW-2-12 8 <br /> mottling. 15 <br /> 65 s <br /> 12 18 8 X <br /> 16 W 20 <br /> 70 8 <br /> 12MW-2-u <br /> 20 18 12 70. 30 <br /> 75 8 <br /> 213 <br /> 3 18 12 1W-2-15 <br /> TV 30 <br /> 80 i - 10 <br /> 26 18 8 W-2-18 <br /> eo• 40 <br /> 85 = 8 <br /> 3 18 s <br /> 85' 50 <br /> CLAYEY SILT, tan, low plasticity, <br />