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PROJECT NO:: C81-2375 Grant Line CLIENT: Shell OPUS BORING/WELL NO:MW-3 <br /> LOGGED BY: J.Pearson LOCATION: 2375 Grant Line,Tracy,CA PAGE I OF 2 <br /> KHMDRILLER: Gregg DATE DRILLER 1/27/03 LOCATION MAP store <br /> DRILLING MITI IOD: HSA HOLE DIAMETER: 8" <br /> SAMPLING METHOD: Split Spoon HOLE DEPTI-L 23.5' x <br /> a <br /> LNVIRONMHNTAL CASING TYPE PVC WELL DIAMETER: 2" -- 0 MW-3 n <br /> MANAGEMENT SLOT SI7E 0.020 WELL DEPTH: 23' :' UST i Q o D • E <br /> ........._... <br /> : <br /> INCORPORATED GRAVEL PACK: 2-12 CASING STICKLIP N/A O 0 0 0 <br /> ELEVATION NORTHING FASTING -- <br /> W Grant Line Rd <br /> Well Completion Static v o v Sample d <br /> ✓ v m ry r. .` PT- <br /> y m water c a c v 3 s F IITHOIDGY/ DESCRIPTION <br /> Level �F U `" d m S `m o <br /> U <br /> CC <br /> AF Asphalt-6"thick(airknifed to 7 ft onl/16/03) <br /> moist I Baserock-6"thick <br /> Via. CL Sandy Lean CLAY; dark grey to dark brown, 30%fine to <br /> :, <br /> € I <br /> .� :- 2 coarse sand, low to moderate plasticity <br /> moist N 3- <br /> 4— <br /> moist <br /> 4moist 5 <br /> CL Lean CLAY; dark gray to dark brown, <10%fine to medium <br /> ro V 5 sand, moderate plasticity, root holes, stiff <br /> moist <br /> 7- <br /> 8— <br /> dry 0.2 2 9 <br /> 3 <br /> dry 4 10 <br /> 6 <br /> dry 3 <br /> 12 <br /> 5 <br /> 5 13 <br /> dry 4 <br /> 4 14 <br /> 0 6 <br /> c <br /> in dry 5 15 <br /> Q 0.1 7 (very stiff) <br /> 9 16 <br /> moist 5 <br /> 17 <br /> 9 <br /> moist 3 18 (trace black mottling) <br /> 4 <br /> 7 19 <br /> wet 3 <br /> 4 20 (stiff) <br /> wet 6 <br /> 4 21 <br /> moist 4 <br /> 8 777 <br /> 22 <br /> moist 5 <br />