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PREPARED BY: BOR G NO. <br /> B-1( age 1 of 2) <br /> TECHNICAL$TUDIES, INC <br /> ATION COORDINATES SURFACE ELEVATION. BORING Ac 1TY <br /> f 1282 IN.Lower Sacramento Rd,Lodi <br /> roposed Building{Near North Property Line) Latitude:38.0940 bt Longitude:12131 3l'-Average <br /> DRILLING CONTRACTOR DRIVING WEIGHT&DROP RIG TYPE DRIL ER <br /> V 8r.W Drilling,Inc. 1140 lbs @ 30-inch 4-Inch Hollow Stem Auger <br /> LOGGED BY DATE BORING STARTED DATE BORING COMPLETED TOTDEPTH <br /> M.Ali 3232010 31232010 151.3 <br /> SAMPLE TYPE ® SHELBY TUBE J] SPLIT SPOON <br /> z gg <br /> a .. <br /> SUMMARY OF SUBSURFACE CONDITIONS <br /> O <br /> 0 Top Soil:Dir,Aggicultural Land. <br /> 14 Drive I DS ISANDYISILTY CALY(CL): brown, stiff,mast <br /> 5 66 Drive SILTY CALY(CL): brown, hard,moist <br /> 10 45 Drive 6.501/. 127 M.C. SILTY SAND(SM)wtth Clay: Light brown, medlum dense,moist,pea gravel tra ws <br /> 15 50/6" Drive SANDY SILT(ML): Brown, mast,very dense <br /> 20 51 Drive SILTY CLAY(CL): Brown, moist,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,verystiff <br /> 4f1 <br /> FIG : A-1 (Page 1 of 2) <br />