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I <br /> I <br /> Drilling Log <br /> R` <br /> FLUOR DANIEL GTI Soil Boring GP--16 <br /> Project Southland-Stockton Owner ,The Southland Corporation See Site Map <br /> 2725 County Club Blvd. Stockton CA !08129 <br /> For Boring Location <br /> Location Proj. No. ; <br /> Surface Elev. - _ ft. Total Hole Depth 20 ft. Diameter 2"in. COMMENTS., <br /> Top of Casing - - ft. Water Level Init€al 14-16 ft. Static - - ft. ' <br /> Screen: Dia NA in. Length NA ft. Type/Size NA in. <br /> Casing: Dia NA in. Length NA ft. Type NA <br /> Fill Material Neat Cement Rig/Core GeoprobelContinuous core <br /> Drill Co. Vironex Method Direct Push <br /> Driller Mike Martin Log By Bob Butler Date 10/02/98 Permit # <br /> s <br /> Checked By Ed Simonis License No. RG#4422 <br /> \ ` y <br /> �_- 3 <br /> p v " .o Description <br /> .� O N o o t pj U <br /> aw r- d a U O Q-O <br /> cu_ CL e ; m �� N (Color, Texture, Structure) <br /> r `0 ° 0 Trace < 10%, Little 10% to 20%, Some 20% to 35%, And 35% to 50% i <br /> 14` r/1 m x � <br /> a <br /> 1 <br /> ASph 3" of Asphalt over Base - coarse sandy, gravel <br /> sw � <br /> 2 Silty, CLAY (20,80): Light brown to olive gray, moist, soft, moderately <br /> CL plastic, no hydrocarbon odor. <br /> Grades: IJark gray, to black, trace organics. <br /> 4 t GP-16@5 <br /> Clayey SILT (40,60): Olive gray, dry, stiff, non-plastic, weak hydrocarbon i <br /> 6 LICI odor. <br /> i <br /> 8 3 <br /> Clayey SILT (30,70): Green to olive gray, moist, soft, weak hydrocarbon <br /> odor. <br /> 10 4 U-16M, <br /> ML <br /> 12 <br /> i <br /> 14 <br /> 50 GP-16@15' Silty, CLAY (40,60): Light brown & some green, moist to wet, soft to <br /> X/K moderately stiff, root cast (<lmm), no to weak hydrocarbon odor. <br /> L 16 <br /> 18 Grades: Clayey SILT (30,70): wet to saturated. <br /> 0 GP-16@20' ML <br /> — 20 — End of boring at 20' BGS_ <br /> 22 <br /> 24 i <br /> 10/08/19981ithlog-iune,96 Page: 1 of I 1 <br /> . I <br />