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PROJECT NO: C81-2375 Grant Line CLIENT: Shell OPUS I BORING/WLLL NO:MW-I <br /> LOGGED BY: J.Pearson LOCATION: 2375 Grant Line,Tracy,CA PAGE. I OP 2 <br /> DRILLER: Gregg DATE DRILLED: 1/27/03 LOCA 10N MAe <br /> KHM DRILLING METstore <br /> HOD: HSA HOLE DIAMETER: 9' <br /> SAMPLING MFH-IOD: Split Spoon HOLE DEPTH: 23.5' MW-1 • <br /> ENVIRONMENTAL CASING TYPE PVC WELL DIAMETER 2" ..........-... O O <br /> MANAGEMENT SLOT SI`/_E 0.020 WELL DEPTH: 23' ; UST Q Q Q <br /> . a <br /> t............: a <br /> INCORPORATED GRAVEL PACK: 2-12 CASING STICKUP: N/A 0 a 0 o <br /> ELEVATION NORTHING EA.STING <br /> W Grant Line Rd <br /> Well Completion G u <br /> Static ? %E $ample T l T <br /> Water ,o o a v 3 t F IrMOIJOGY/ DESCRIPTION <br /> Level U 0 v --2 8 a 0 <br /> AF Asphalt-6"thick(airknifed to 7 ft on1/16/03) <br /> Baserock-6"thick <br /> r moist/ 1 CL Lean CLAY;dark brown, <15%fine to coarse sand, <br /> ., damp 2 moderate plasticity <br /> t E,7 <br /> y w <br /> 4; damp Y 3 (dark gray to black, roots) <br /> 4?m <br /> Q 4 <br /> U <br /> C,L) <br /> al <br /> 6 <br /> 7 <br /> 8 <br /> dry 6.0 6 9 ', 's= ' (medium brown,very stiff) <br /> 9 <br /> 10 1u <br /> u <br /> 12 <br /> 13 <br /> damp 4.2 4 14 (stiff) <br /> c 5 <br /> U) 6 I S <br /> 16 <br /> 17 <br /> 18 <br /> wet 4 19 <br /> 5 <br /> 8 20 (medium brown, high plasticity, trace fine sand) <br /> moist 3 <br /> 3 21 <br /> 7 <br /> moist 4 22 <br /> 4 <br />