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PROJECT NO. C81-2375 Grant Line CLIENT: Shell OPUS 80RINGAVELLNO:MW-2 <br /> LOGGED 8Y: J.Pearson LOCATION: 2375 Grant Line,Tracy,CA PAGE I OF 2 <br /> DRILLER: Gregg DATE DRILLED: 1/28/03 10CATION MAP store <br /> KHM DRILLING METHOD HSA HOLE DIAMETER. 8" <br /> • MW-2 3 <br /> SAMPLING METHOD: Split Spoon HOLE DEPTH: 23.5' a O o <br /> ENVIRONMENTAL CASING TYPE: PVC WELL DIAMETER: 2" n <br /> MANAGEMENT SLOT SIZE 0.020 WELL DEPTH: 23' ;_UST; Q Q 0 ti <br /> INCORPORATED GRAVEL PACK: 2-12 CASING STICKUP: N/A 0 0 a o <br /> ELEVATION NORTHING EAS HNG <br /> W Grant Line Rd <br /> Well Completion e ^Static Sample m <br /> .°', � :g ° � w P a <br /> ego Water C E 3 > ~ <br /> ITIHOLOGY/ DESCRIPTION <br /> c a y u <br /> m U <br /> AF Asphalt-6"thick(airknifed to 7 it on1/16/03) <br /> moist I Baserock-6"thick <br /> damp CL Lean CLAY;dark grey brown,<10%fine sand, <br /> iN <br /> moist Z moderate plasticity <br /> IY• -O <br /> iv. <br /> C <br /> :t <br /> Y <br /> moist/ Q a CL Sandy Lean CLAY;dark blue gray to black, –35%fine <br /> c;q damp 5 grained sand,trace coarse sand, caliche, root holes <br /> r _ <br /> C U <br /> m. 6- <br /> 7- <br /> 8- <br /> 0.3 <br /> 780.3 5 9 U""r 77 (brown, high plasticity, stiff) <br /> 6 <br /> 7 to ,;: <br /> 11 <br /> 12 <br /> Y 13 <br /> wet 3 14 <br /> c 2 <br /> M 4 15 CL lGravelly Lean CLAY; medium brown,30% gravel, 1/4" <br /> moist 8 Idiameter, angular <br /> 10 <br /> 16— <br /> CL Lean CLAY; medium brown, moderate plasticity,very stiff <br /> 11 <br /> wet 5 <br /> 17 �_ <br /> 7 x . <br /> 13 18 (trace 1/4"gravel) <br /> moist 7 lF <br /> g 9 <br /> 11 <br /> 5 20 w <br /> 6 <br /> 7 21 <br /> 6 <br /> 6 22 (trace black mottling) <br /> 8 <br />