Laserfiche WebLink
Acton - Mickelson - van Dam, Inc. <br /> Consulting Scientists, Engineers, and Geologists <br /> Log of Soil Boring MW-2 <br /> Project Number 1901105 Drilling Time Date <br /> Start 0900 OT/05/94 <br /> Location BEACON STATION # 419 Finish 1230 07/05/94 <br /> 2350 WATERLOO ROAD <br /> STOCKTON, CALIFORNIA water Depth (Date) TO 05 Feet (07108194) <br /> Ordlmg Company V &W DRILLING Casing Elevation 2135 Feet <br /> Drilled By ROBERT VICKERY Completion Depth 85 0 Feet <br /> Drilling Method, HOLLOW STEM AUGER, MOBILE 661 (HOX1 Logged By TODD BROWN <br /> Sampling Method CALIF MODIFIED SPLIT-SPOON SAMPLER Checked By <br /> FITTED WITH 2 x6 BRASS SAMPLE SLEEVES <br /> wa o <br /> W ^} U <br /> as .Cr DESCRIPTION Na WELL `�` COMMENTSLU <br /> o� .Xr �� ONSTAUCTIO o w U <br /> ASPHALT RQAD BASE = ML <br /> I <br /> --- 10 <br /> 38 16 Hw2-5 <br /> J SANDY SILT, moderate yellowish -_- 20 <br />. brown (10 YR 5/4), damp, <br /> fine-grained sand, minor gravel --- <br /> ---- 25 <br /> i0 = 50/ 12 11 Hw2-10 <br /> 6 <br /> 26 <br /> SILT, moderate brown (5 yr 5/4), - 34 18 18 M102-15 <br /> 15 damp, minor fine-grained sand ==- 41 <br /> -_- 10 <br /> 18 16 W-20 <br /> — SM 17 <br /> 20 SILTY SAND, moderate brown (10 _ - 26 <br /> YR 5/4), damp, medium-grained _ _— <br /> sand — — <br /> 8 <br /> — — 23 18 16 MM2-25 <br /> 2S _ 27 <br /> SANDY SILT moderate yellowish - ML <br /> brown (10 YR 5/4), damp, <br /> fine-grained sand <br /> --_-_ 14 <br /> 33 18 15 Mw2-30 <br /> 30 = 1A I— <br /> [baring coniinuefl on next page! :=Page <br />