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Drilling Log ) <br /> < <br /> FLUOR DANIEL GTI� Soil Boring GP-9 <br /> l <br /> Prosect Southland-Stockton owner The Southland Corporation See Site Map <br /> 2726 Country Club Blvd., Stockton, CA For Boring Location <br /> Location - Prps. No. 106129 <br /> Surface Elev. - - ft- Total Hale Depth 20 ft. Diameter 2„in. COMMENTS: <br /> Top of Casing - - ft• Water Level Initial 16-17 ft. Static - - ft, <br /> i <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 Geoprobe/Continuous core <br /> Drill Co. VirOOLx Method Direct Push <br /> Driller Mike Martin Log By Bob Butler Date 10102798 Permit <br /> Checked By Ed Simanis License No. RG#4422 <br /> T i <br /> o� a o o ��, Description <br /> cii.. a E � v mCL� cn (Color, Texture, Structure) I <br /> e+f ° ¢ Trace < 10%, Little 10% to 20%, Some 20% to 35%, And 35% to 50% <br /> I <br /> I <br /> }- <br /> 1 -2 - <br /> 7 <br /> 0 > ' conc 6" of concrete over: <br /> Silty CLAY (40,60): Dark gray to green-gray, moist, moderately plastic, <br /> CL medium stiff, weak hydrocarbon odor. <br /> 1 <br /> ✓ 4 Silty, CLAY (30,70): Olive gray to green-gray, moist, stiff, slightly plastic, <br /> - <br /> a GP-9@5 weak hydrocarbon odor. <br /> 8 I <br /> Grades: Clayey SILT (30,70): Soft to moderately stiff, non-plastic. <br /> 10 4 GP-9910' <br /> ML <br /> 2 <br /> I <br /> 14 Silt & CLay (50,50): Light brown to yellowish--orange, moist to wet, stiff, <br /> 5 GP-9@15' 'L/K non-plastic, no hydrocarbon odor. <br /> 16 <br /> - I <br /> 18 Clayey, SILT (30,70): Light brown, wet to saturated, soft, non-plastic no I <br /> I <br /> 2 GP-9@20' ML hydrocarbon odor. l <br /> 20 End of baring at 20' BGS. 1 <br /> 22 <br /> — 24 - <br /> 10/08/1998 fithlog-june,9 <br /> 4 10/08/19981ithlog-June,9B Page: I of i 1 <br /> i _ r <br />