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PREPARED BY: BORING NO. <br /> B-1(Page I of 2) <br /> TEQHNl!2A6 ST OI ES. INC. BORING LOG FACILITY <br /> ""`" 12828 N.Lower Sacramento Rd.,Lodi <br /> LOCATION COORDINATES SURFACE ELEVATION <br /> At Proposed Building(Near North Property Line) Latitude:38.0940 &Longitude:121.31 31'-Average <br /> DRILLING CONTRACTOR DRIVING WEIGHT&DROP RIG TYPE DRILLER <br /> V&W Drilling,Inc. 140 lbs @ 30-inch 4-Inch Hollow Stem Auger <br /> LOGGED BY DATE BORING STARTED DATE BORING COMPLETED TOTAL DEPTH <br /> M.Ali 3/13/2010 3/232010 51.5 feel <br /> SAMPLE TYPE <br /> SHELBY TUBE SPLIT SPOON <br /> SUMMARY OF SUBSURFACE CONDITIONS <br /> 0 Top Soil:Dirt,Aggicultural Land. <br /> i <br /> 14 Drive DS SANDYISILTY CALY(CL): brown, stiff,moist <br /> 5 66 Drive SILTY CALY(CL): brown, hard,moist <br /> 10 45 Drive 6.50% 127 M.C. SILTY SAND SM lth Clay: Light brown, medium dense,moist,pea gravel traces <br /> 15 5016" Drive SANDY SILT(ML): Brawn, moist,very dense <br /> 20 51 Drive SILTY CLAY(CL): Brown, mast,hard <br /> 25 74 Drive SILTY CLAY(CL): Light brown, moist,hard <br /> 30 49 Drive SILTY CLAY(CL): Light brown, moist,hard,traces silty sand <br /> 35 38 Drive SILTY CLAY(CL): Greyish brown, moist,very stiff <br /> 40 <br /> FIGURE: A-1 (Pae 1 of 2} <br />