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Acton • Mickelson van Dam, Inc. <br /> Consulting Scientists, Engineers, and Geologists <br /> Log of Soil Boring: MW--1 00/00: hNu PID with 10.2 eV probe <br /> Project Number: 19012.04 Drilling Time Date <br /> Start 2:01 PM 12/14/93 <br /> Location: Beacon #474 Finish 6:50 PM 12/14/93 <br /> 3440 East Main Street <br /> Stockton, California Water Depth (Date): 80.24 Feet (12114193) <br /> Drilling Company: V&K Drilling Casing Elevation: 100.00 Feet <br /> Drilled By: Robert Vickery Completion Depth: 90 Feet <br /> Drilling Method: Mobile B-61 NDX Logged By: T.Del Frate <br /> Sampling Method: Calfornia modified split-spoon sampler Checked By: <br /> fitted with 8"brass sartple sleeves <br /> o <br /> DESCRIPTIONONSTRIICTI COMMENTS cz <br /> CD oI w x Qo <br /> m U N H_W <br /> 4 <br /> SANDY SILT, brown, non plastic, __ ML 18 12 � 0 <br /> damp, fine-grained sand. _=- <br /> 35 -- <br /> 18 18 X35•r <br /> 0 <br /> 40—g 13 <br /> 14 18 18 18 M114-8 <br /> 0 <br /> 45 == 1a <br /> SILTY SAND, reddish brown, non — — SM 177 18 18 W p 0 <br /> plastic, damp, fine- to — <br /> medium-grained sand. — — <br /> 50fine-grained sand 18 <br /> 39 18 12 iso to 0 <br /> 55 =-_ 17 <br /> 1-0 <br /> 2q 18 18 55 0 <br /> 60 - - <br /> 1Bortnp continued an nest Pape) Pape 2 Of 3 <br />