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Drilling Log <br /> FLOOR DANIEL GTI Soil Boring GP—g <br /> •Project Southland-Stockton Owner The Southland Corporation See Site Mca <br /> 2725 County Club Blvd Stockton CA For Boring Location <br /> Location pro) No. 106128 <br /> Surface Eley - - ft Total Note Depth 20 ft Diameter 2' In COMMENTS <br /> Top of Casing - - ft water Level Initial 16--17 ft Static - - ft <br /> Screerx Dia NA m Length NA ft Type/Size NA in <br /> Casing:Dia NA In Length NA ft Type NA <br /> FM Material Neat Cement PJg/Core GegntabelContinuous core <br /> Drill Co t/rronex Method Direct Push <br /> 06W MWe Martin Log By Bob Butler Date 10/02/98 Permit # <br /> Checked By Ed Srmonts License No. R604422 <br /> 2 <br /> a� o _a o 0 oat Description <br /> Q U tl <br /> CL <br /> a`' a � 3r U) (Color. Texture. Structure) <br /> W m x 0 Trace < 10X. Little 10% to 20%. Some 20% to 35X. And 35X to SOX <br /> _2 <br /> 6" of concrete over <br /> Silty CLAY (40,60), Dark gray to green-gray, moist, moderately plastic, <br /> 2 CL medium stiff, weak hydrocarbon odor <br /> 4 Silty, CLAY (30,70)- Olive gray to green-gray, moist, stiff, slightly plastic, <br /> a GP-00, weak hydrocarbon odor <br /> 6 CL <br /> 8 <br /> Grades Clayey SILT (30,70) Soft to moderately stiff, non-plastic <br /> 10 a GP-9@10 <br /> ML <br /> 12 <br /> 14 Silt & CLay (50,50) Light brown to yellowish-orange, moist to wet, stiff, <br /> 5 RAW 01 non-plastic. no hydrocarbon odor <br /> 16ol <br /> lo <br /> 18 ML Clayey, SILT (30.70) Light brown, wet to saturated soft, non-plastic no <br /> 2 GP-8@20 hydrocarbon odor <br /> 20End of boring at 20' SGS <br /> 22 - <br /> 24 L L <br /> 10/08/1998 IdMog—.dine 96 Page 1 of I <br />