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I' -- <br /> l <br /> Acton • Mickelson • van Dam, Inc. <br /> Consulting Scientists, Engineers, and Geologists <br /> Log of Soil Boring: MW-3 OVM(OVA: hNu PID with 10.2 eV probe <br /> Project Number: 19012.04 Drilling Time Date <br /> Location: Beacon #414 Start 7:30 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 DriNng Casing Elevation: 99.25 Feet <br /> Drilled By: Robert Vickery Completion Depth: 90 Feet <br /> Drilling Method: Noble B-BI NDX Logged By: T. Del Frate <br /> Sampling Method: California modified split-spoon sampler <br /> fitted with B"brass sample sleeves Checked 13y: <br /> . <br /> U <br /> LE OESCRrPnoN IQxEL!_ � I W <br /> ONSTRUCTIO c COMMENTS 6fm <br /> 0 <br /> m U .W UJ <br /> SANCY SILT, brown, non plastic, z-==- ML 19 <br /> damp, fine-grained sand. == 26 t8 18 Nw-3-� <br /> 38 60' 0 <br /> . 65 =_=-=__z fine- to medium-grained sand <br /> 18 <br /> 8 18 14 KV-3-13 <br /> as' 0 <br /> 70 fine-grained sand 29 <br /> _ -- <br /> SO/ 18 12 XR-3-w <br /> 8 70, 0 <br /> 75 fine- to medium-grained sand - = _ 15 <br /> 38 18 18 W-3-150 <br /> is, <br /> 80 <br /> _ 10 <br /> SILTY CLAY, reddish brown, medium _ CL — 15 18 18 <br /> plasticity, wet. <br /> 85-- <br /> 90— <br /> Boring <br /> 5 90Boring terminated. Total depth a <br /> 90 feet. <br /> Page 3 Of 3 <br />