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PREPARED BY: BOR'4G NO. <br /> S1-FW 2 of 2 <br /> f - TECHNICAL STUDIES INC, BORLNG LOG FACI ATY <br /> i 1282 N.Lower Sacrami to Rd.,Lodi <br /> `ATION COORDINATES SURFACE ELEVATION <br /> roposed Building(Near North Property Line) Latitude-38.0940 &Longitude:121.31 3 V-Avenge <br /> DRILLING CONTRACTOR DRIVING WEIGHT&DROP RIG TYPE DRI R <br /> V&W Drilling,Inc. 140 lbs al 30-inch 4-Inch Hollow Stem Auger <br /> LOGGED BY DATE BORING STARTED DATE BORING COMPLETED TOT..,.L DEPTH <br /> M.Ali !232010 3123/2010 51.5 1 xt <br /> SAMPLE TYPE ® SHELBY TUBE It SPLIT SPOON <br /> SUMMARY OF SUBSURFACE CONDITIONS <br /> 40 50 Drive CLAYEY SAND(SP): Greyish brown,moist, dense <br /> 45 60 Drive SILTY SAND Std: Light Brown, moist,very dense,traces pea gravel <br /> 5054 Drive SILTY SAND(SM): Light Brown, moist,very dense <br /> 15 <br /> 20 <br /> 25 Boring terminated at 50.5 ft, <br /> No Groundwater encountered to a depth of 50.5 ft. <br /> Hole backfilled with soil cutting in the presence of County inspector Mr. vlichael Escotto. <br /> 30 <br /> 35 <br /> 40 <br /> FIGURE:A-1(Page 2 of 2) <br />