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r <br /> A <br /> cton • Mickelson • van Dam, Inc. <br /> Consulting Scientists, Engineers, and Geologists <br /> Log of Soil Boring: MW--3 OVMIOVA: hNu PID with 10.2 eV probe <br /> Project Number: 19012.04 Drilling Time Date <br /> Location: Beacon #4T4 Start T:30 PM 12/13/93 <br /> 3440 East Main Street Finish 6:50 AM 12/14/93 <br /> Stockton, California Water Depth (Date): 79.61 Feet (12114193) <br /> Drilling Company: V s w Drilling Casing Elevation: 99.25 Feet <br /> Drilled By: Robert Vickery Completion Depth: 90 Feet <br /> Drilling Metho(: Mobile B-BI HDX togged By: T. Del Frate <br /> Sampling Method: California modified split-spoon sampler Checked 13y: <br /> fitted with s"brass sample sleeves <br /> s. irs ws o y <br /> DESCRIPTION � CAe wEIL 4e � w p-- <br /> a-j � liC �' C014MENTS <br /> � �'C, ONSTR TIO © fns to <br /> Zi lid <br /> SANDY SILT, brown, non plastic, _- _- ML <br /> damp, fine-grained sand. _ 2 18 18 -3-g 0 <br /> CL <br /> 35 SILTY CLAY, brown, low plasticity, 5 <br /> moist. 7 -3-7 <br /> 2 18 18 0 <br /> 40 <br /> T <br /> SANDY SILT, brown, non plastic, -_- ML 818 i8 -3 8 0 <br /> damp, fine-grained sand. _= 11 <br /> 45 SANDY CLAY, brown, low plasticity, CL 5 <br /> damp, fine-grained sand. 13 18 143-° 0 <br /> -- ML <br /> 50 SANDY SILT, brown, non plastic, -= 9 <br /> moist, fine-grained sand. _ - 12 i8 14 NW-0.10 2 <br /> 28 <br /> 55 ==_ 8 <br /> 11 18 18 Milt-3-n <br /> 27 V 0 <br /> 60 --_ <br /> {BakV conbad on next page) Page 2 of 3 <br />