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1 <br />' SOIL BORING AND WELL CONSTRUCTION LOG: SB-3 Project No C-178 <br /> . CLEARWATER GROUP INC Sheet L of 2 <br /> FIELD LOCATION OF BORINGS! CLIENTILOCATION PLANNED USE. BORING DEPTH BORINGfwEL NO <br /> MONUORING WELLS .Exploratory 30 feet SS-3 <br />' NT Barnes Truck=Facilttv Stockton CA p � <br /> DRILLING CONTRACTOR DRILL RIG TYPE. WELL DEPTH. BORINGDIAMETER_ <br /> 1ER. <br /> ,� I1 Spectrum Drilling CME-75 NA 8 inches <br /> KOir x� 1 x DRILL.RIG OPERATOR WELL MATERIAL_ WELL DIAMEIIIL SCREEN SLOT SEM <br /> Bobby Nixon NA NA NA <br /> FILTER PACK <br /> O > c.-� t WIILlBQRFHOLB SEAL NA <br /> N Grout with 5% bentonite <br /> � sAr~rixnac ESTEMA'I'ED sAMPLIrrc METxoD CA modified 18"-split spoon <br /> PERCENT RMr, <br /> rn r EM <br /> - <br /> H 5 a > > g z rid FIRST ENCOUNTERED WATER DE I 16 feet <br /> S6 01 a I v sTA71C WATER D£YM DATE N/A <br /> *14N <br /> 1 tl <br /> I ~ dtk <br /> 8 2 <br /> pq <br /> Xg <br /> ¢ �5 !1 ; 3 <br /> ' M R <br /> S <br /> 4 0 10 94 <br /> Silty CLAY(CL)wl sand ,brown,sand medium grained,dry <br /> z a 5 D <br /> a}ea 8a <br /> lie <br /> 4 io ° s 95Silty CLAY(CL)w/sand,brown,sand med grained,dry <br /> 7 0 <br /> 10 x I1 <br /> IJ <br /> � a <br /> � m 13 <br /> c <br /> 14 <br /> 3 = 15 <br /> Silty CLAY(CL), brown, stiff,dry <br /> cu r" 1 0 0 100 <br /> c <br /> p r 3 4 16 0 <br /> 4 X - <br />' 0 17 <br /> �g 1s <br /> rcW7 'f�,}s, 19 <br /> 2Q <br /> Ku � � a s 95 Silty CLAY(CL)and sand,grey,medium grained sand layer <br /> ; `b2Fd 3 it o present, moist, very slight hydrocarbon odor present <br /> 3 <br /> 22 <br /> E u 23 <br /> 24 <br /> zs 0 so 20 /%%% Clayey SAND (SC), gray, loose, moist-wet <br /> 26 <br /> 16 <br /> 29 <br /> %`/ <br />