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SOIL BORING LOG AND COMPLETION DETAILS Boring BH-B <br /> Project Name Former Scotty's Project Location 574 West Grant Line Road, Tracy, CA Page 1 of 1 <br /> Driller Vironex Type of Rig Geoprobe Size of Drill 2 0" Diameter Direct Push <br /> ' Logged By Charlie Rous Date Drilled March 19, 1998 Checked By Robert E Kitay, R G <br /> ' WATER AINIQ WELL DATA Total Depth of Well Completed NA <br /> Depth of Water First Encountered 65' Well Screen Type and Diameter NA <br /> Static Depth of Water in Boring 6 5' Well Screen Slot Size NA <br /> Total Depth of Boring 8 0' Type and Size of Soil Sampler 2 0" 1 D Macrocore Sampler <br /> ' SOUROCK SAMPLE DATA <br /> m DESCRIPTION OF LITHOLOGY <br /> E BORING a " C standard classification, texture, relative moisture, <br /> CL <br /> C <br /> DETAIL m 'E o Q density, stiffness, odor-staining, USCS designation <br /> ' D p Z <br /> ' 0 w 0 Asphalt <br /> (DE Clayey SILT (ML), dark gray to dark olive gray, <br /> Udamp, stiff, 85-90% silt with clay, 10-15% fine <br /> �^ 6 sand, roots, low plasticity, tow estimated K, <br /> ' ca no odor <br /> 5 Q 5 055', as above, dark greenish gray with olive gray, <br /> z light gray, and black mottling, moist, stiff, 80-85% <br /> - 381 silt with clay, 15-20% fine to coarse sand, <br /> strong hydrocarbon odor <br /> U � 8', as above, strong hydrocarbon odor <br /> ' —10 — 10 Bottom of boring at 8' <br /> ' 15 15 <br /> 20 20 <br /> 1 <br /> t 25 25 <br /> ' 30 30 <br /> AOJUA SCIENCE ENGINEERS, IHC <br />