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1 <br /> 1 <br /> y Acton • Mickelson • van Dam, Inc. <br /> Consulting Scientists, Engineers, and Geologists <br />' * Log of Soil Boring; MW-3 <br /> Protect Number 1901105 Drilling Time Date <br /> 1 Start 1200 01/06/34 <br /> Location BEACON STATION # 419 Finish 1545 07/08/94 <br /> 2350 WATERLOO ROAD <br /> STOCKTON, CALIFORNIA Water Depth (Date) 7028 f=eet (07/08/94) <br /> 1 Drilling Company, V&W DRILLING Casing Elevation 2138 Feet <br /> Drilled By ROBERT VICKERY Completion Depth 85 0 Feet <br /> 1 Drilling Method• HOLLOW STEM AUGER,MOBILE B61 (HOX) Logged By TODD BROWN <br /> Sampling Method CALIF MODIFIED SPLIT-SPOON SAMPLER Checked By <br /> FITTED WITH 2"x6"BRASS SAMPLE SLEEVES <br /> 1 <br /> zLUO o <br /> LU-4 rh <br /> L3 z <br /> a DESCRIPTION �j UJ <br /> a�IONS7R <br /> WELL <br /> c COf{NEN7S <br /> I m � � <br /> ASPHALT ROAD BASE - ML <br /> 15 <br /> 25 18 it Hwa-5 <br /> -- <br /> SANDY SILT, dark yellowish brown = 30 <br /> (10 YR 4/2), damp, fine-grained <br /> sand <br /> 18= <br /> 18 <br /> jQ Moderate yellowish brown (10 YR _ 50/ ft 11 Hw3-io <br /> 5" <br /> 5/4) at 10 feet =_— <br /> I <br /> _ 18 IT ww3-t5 <br /> j SAND / SILTY SAND , moderate _ SM 13 <br /> yellowish brown (10 YR 5/4), damp, — — <br /> fine-grained sand <br />' Q — 23 18 18 Hwa-20 <br /> -- 29 <br /> 16 <br /> 23 18 18 Hwa-25 <br /> — — <br />' <br /> 25— <br /> __—_ ML 25 <br /> SANDY SILT, dark yellowish brown - <br /> (10 YR 4/2), damp, fine-grained <br /> sand =_ <br /> 123 <br /> Moderate yellowish brawn (10 YR 50/ 12 11 H143-30 <br /> 30 5/4) —_ <br />' (Boring continued on next page) Page 1 Of 3 <br />