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SOIL BORING LOG AND COMPLETION DETAILS Boring BH-D <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 1 Checked By Robert E Kitay, R G <br /> WATER AND WELL DATA Total Depth of Well Completed NA <br /> Depth of Water First Encountered 6 5' 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 /> v DESCRIPTION OF LITHOLOGY <br /> 9 BORING n a- 0 E standard classification, texture, relative moisture <br /> Q DETAIL N E (Z �' n density, stiffness, odor-staining, IISCS designation <br /> r a CU Oa 0 p <br /> ' 0 0 Asphalt <br /> -rip. <br /> Sandy SILT (ML), dark yellowish brown to grayish <br /> U 75 Ply$ S brown, damp, stiff, 85-90% silt with clay, 10-15% <br /> ' sXtXP1 s, s fine sand, roots, caliche stringers and noduEes, <br /> c� fi,�fi�`r�sYs low plasticity, low estimated K, no odor <br /> �E ssrs asps <br /> 5 o sdsrrsys 5 06 5', as above, dark greenish gray with olive <br /> CL <br /> S.�ary/&Y,fi <br /> s,Xs gray mottling, wet, stiff, 75-80% silt with clay, <br /> 1 ,774 20-25% fine to coarse sand, roots, strong <br /> U) S.sS.�t��fi <br /> (1) s�s�'tyfifi hydrocarbon odor <br /> cis <br /> U Bottom of boring at 8' <br /> 10 10 <br /> ' 15 15 <br /> t <br /> 20 20 <br /> 25 25 <br /> ' 30 30 <br /> AQUA aCgENCE ENGIHFF-:EA8, ON(o <br />