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' PROJECT NO C81-2375 Grant Line CLIENT Shell OPUS BORINGIWELL NO MW-2 <br /> LOGGED BY J Pearson LOCATION 2375 Grant Line,Tracy,CA PACE 1 OF 2 <br /> KHMDRILLER Gregg DATE DRILLED 1/28/03 LOCATION MAP store <br /> DRILLING METHOD HSA HOLE DIAMETER 8' <br />' 0 MW-2 <br /> SAMPLING METHOD Split Spoon HOLE DEPTH 23 5' a <br /> ONMhTf AL CASING TYPE PVC WELL DIAMETER 2' 0 0 0 <br /> A SLOT SIZE 0 020 WELL DEPTH 23' UST <br /> oao <br />' ct <br /> J!VIOR <br /> CRPORAIID GRAVEL PACK 2-12 CASING STICKUP N/A 0 g <br /> ELEVATION NORTHING FASTING <br />' Well Completion Me W Grant Line Rd <br /> Static �? ao f Sample c, <br /> Water tV LfMOLOGY / DESCRIPTION <br /> a H <br /> Level <br /> AF Asphalt --6" thick airknifed to 7 ft on1/16/03 <br /> moist 1 Baserock - 6"thick <br />' damp CL Lean CLAY, dark grey brown, <10% fine sand, <br /> moist 2 moderate plasticity <br /> v <br />' 3 <br /> a) <br /> c <br /> Y <br /> moist/ Q 4 CL` Sandy Lean CLAY, dark blue gray to black, -35%fine <br />' damp 5 rained sand,trace coarse sand, caliche, root holes <br />' 6 <br /> 7 <br /> 8- <br /> 03 <br /> 03 5 9 ry brown, high plasticity, stiff <br /> 6 10 <br />' 11 <br /> 12 <br /> 13 <br /> wet 3 14 ` <br /> 2 ` <br /> 1� 4 15 CL Gravelly Lean CLAY, medium brown, 30% ravel, 1/4" <br /> moist 8 diameter, angular <br /> 10 16 CL Lean CLAY, medium brown, moderate plasticity, very stiff <br /> 11 <br /> wet 5 17 <br /> 7 , <br /> I 13 18 trace 1/4" ravel <br /> moist 7 <br /> 9 l9 <br /> I 11 <br /> 6 <br /> 6 20 <br /> I 7 21 <br /> 6 <br /> 6 22 trace black mottling) <br /> i 8 <br />