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Acton • Mickelson • van Dam, Inc. <br /> Consulting Scientists, Engineers, and Geologists <br /> Log of Soil Boring: MW--1 oVM1oVA: 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 <br /> 3440 East Main Street Finish 6:50 PM 12/14/93 <br /> Stockton, California Water Depth (Date): 80.24 Feet (12114193) <br /> Drilling Company: V&w Drilling Casing Elevation: 100.00 Feet <br /> Drilled By: Robert Vickery Completion Depth: 90 Feet <br /> Drilling Method: Moble B-Bt HDX Logged By: T. Del Frate <br /> Sampling Method: California modified split-spoon sampler Checked By: <br /> fitted with 6"brass sample sleeves <br /> ujmi �N n CJ <br /> �' DESCRIPTION a §"� WELL <br /> o � ;CONSTRUCTIONcWn m COMMENTS a' cz <br /> C7 S WWsi7 <br /> ` <br /> M <br /> C7 U N W <br /> ►� „� UJ <br /> CL <br /> 5 SILTY CLAY, black, medium g <br /> plasticity, damp. 10 i5 18 18 r-H 51 0 <br /> SILTY CLAY, reddish brown, color <br /> change at 7.5 feet, dry. <br /> 10 7 <br /> 10 18 18 X z 0 <br /> 14 <br /> 15 <br /> 18 18 XW 9 0 <br /> 20 <br /> — = ML 18 12 MH <br /> 0 <br /> SANDY SILT, brown, non plastic, —_ <br /> damp, fine-grained sand. <br /> 25 <br /> 18 12 M 4-5 0 <br /> 301 —_ <br /> i86ft cantir ed an next Papel Pape I Of 3 <br />