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� <br /> Acton - Mickelson • van Dam, Inc. <br /> Consulting Scientists, Engineers, and Geologists <br /> Log of Soil Baring MW-3 <br /> Project Number 1901105 Drilling Time Date <br /> Location BEACON STATION # 419 start t2 ao 07/08/94 <br /> 2350 WATERLOO ROAD Flnlsh 1545 01/08/94 <br /> t STOCKTON, CALIFORNIA Water Depth (Date) 7028 Feet (07/08/94) <br /> Oriling Company v&w DRILLING Casing Elevation 2138 Feet <br /> Ornlled By ROBERT VICKERY Completion Depth 85 0 Feet <br /> 1 Drilling Method HOLLOW STEM AUGER,MOBILE 881 (HDX) Lagged By TODD BROWN <br /> Sampling Method CALIF MODIFIED SPLIT-SPOON SAMPLER Checked By <br /> FITTED WITH 2"x6' BRASS SAMPLE SLEEVES <br /> Wz � <br /> S� <br /> DESCRIPTION Lo WELL g a `W CQHNEHT5 "' <br /> ��, ONSTRUCTIC x �, cn <br /> C-5 <br /> SANDY SILT, moderate yellowish --= ML <br /> brown_(10 YR 5/4), damp, --_ - <br /> fine-grained sand <br /> 18 17 Nw3-35 <br /> 35 —-- is <br /> SAND, moderate brown (10 YR 5/4), - SP <br /> damp, medium-grained sand <br /> SANDY SILT, dark yellowish brown _ ML 12 IS 18 103-40 <br /> 40 (10 YR 4/2), damp, fine-grained -_ 19 <br /> sand - - <br /> 8 18 17 W-45 <br /> 45 = 17 <br /> s <br /> - 11 18 17 NN3-sa <br /> SILTY SAND, dark yellowish brown = SM <br /> (10 YR 4/2), damp, fine-grained — — <br /> sand <br /> SP <br /> 8 <br /> 12 18 17 Nx3-55 <br /> 55 SAND, dark yellowish brown (10 YR 17 <br /> 4/2), damp, medium-grained sand <br /> 18 <br /> 15 18 16 1,1113-e0 <br /> 60 <br /> ML <br /> (Boring contNsued on next page) <br /> Page 2 0f 3 <br />