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y r ' <br /> Acton • Mickelson • van Dam, Inc. <br /> Consulting Scientists, Engineers, and Geologists <br /> Log of Soil Boring MW-3 <br /> Project Number 1901105 Drilling Time Date <br />' LOCatIDR BEACON STATION # 419 Start 1200 07/06/94 <br /> 2350 WATERLOO ROAD Finish 1545 07/06/94 <br />' STOCKTON, CALIFORNIA Water Depth (Date) 7028 Feet (07108194) <br /> Drilling Company V&W DRILLING Casing Elevation. 2138 Feet <br /> Drilled By ROBERT VICKERY Completion Depth 85 0 Feet <br />' Drilling Method HOLLOW STEM AUGER,MOBILE 861 (HOX) Logged By TODD BROWN <br /> Samptmg Method. CALIF MODIFIED SPLIT-SPOON SAMPLER Checked By <br /> FITTED WITH 2"x6"BRASS SAMPLE SLEEVES <br />' Lay P <br /> O <br /> o aq DESCRIPTIONo a ONSWELL <br /> D s ui COMMENTSLU <br /> Vl U O LU <br />' S Cn <br /> Q <br /> SANDY SILT, dark yellowish brown __= ML LE <br /> (10 YR 4/2), damp, fine-grained - <br />' sand' <br /> 10 <br /> 18 16 MM3-65 <br /> 65-9 --- CL 37 <br /> SANDY CLAY, moderate brown (5 — <br /> YR 4/4), damp -- moist, fine-grained — <br /> sand = <br /> 23 <br /> 70 50/ 18 15 M143-70 <br /> SANDY SILT, moderate yellowish -— ML 6' <br /> brown (10 YR 5/4), damp, --__— <br /> fine-grained sand19 <br /> 22 18 17 MN3 7S <br /> 75 —-- SM — 28 <br /> SILTY SAND, moderate brown (5 — — <br /> YR 4/4), moist, fine--grained sand <br /> — — 32 <br /> 38 18 18 Miry-ea <br /> 80 Saturated at 80 feet, fine grained 50 <br /> sand <br /> 31 <br /> — 33 <br /> 18 16 MM3-85 <br /> 85 — — 50 <br /> Total Depth = 85 feet aoring terminated <br /> Is IV below water <br /> t3biI <br /> i <br /> 90 <br /> Page 3 Of 3 <br />