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Boring Log Kennedy/Jenks Consultants <br /> BORING LOCATION <br /> OU2 Boring Name 01.12-A015-S1 <br /> ' DRILLING COMPANY DRILLER <br /> Vironex Env. Field Services A.Turchik Project Name Union Pacific Railroad-Tracy <br /> DRILLING METHOD(S) DRILL BIT(S)SIZE <br /> GeoProbe 2-inches Project Number 0565777.18 <br /> ISOLATION CASING FROM TO FT. ELEVATION AND DATUM TOTAL DEPTH <br /> nla n/a n/a 20.0 ft.b s <br /> BLANK CASING FROM TO FT. DATE STARTED DATE COMPLETED <br /> n/a n/a n/a 12/13/05 12/13/05 <br /> SLOTTED CASING FROM TO FT' STATIC WATER ELEVATION NORTH <br /> n/a n/a n/a n/a 2090926.040 <br /> SIZE AND TYPE OF FILTER PACK FROM TO FT. LOGGED BY EAST <br /> n/a n/a n/a M. McLeod 6295232.870 <br /> SEAL FROM TO FT. <br /> n/a n/a n/a SAMPLING METHODS WELL COMPLETION <br /> GROUT FROM TO FT. Conti nU0U5-GeOprObO ❑SURFACE HOUSING <br /> Neat Cement 0 12 nIa❑STANDPIPE FT. <br /> SAMPLES BACKFILL DETAILS <br /> Drill USCS <br /> ' Type �-- ener. Depth LogLithology Color SAMPLE DESCRIPTION and DRILLING REMARKS <br /> B No. Resist (Feet) <br /> lows 6" <br /> SILTY CLAY TO CLAY(CL)DARK GRAYISH BROWN, <br /> oro5 SOFT,LOW PLASTICITY,MOIST,HYDROCARBON <br /> ODOR <br /> 0.5/1.5 <br /> PID=0 PPM <br /> 1.7 2.5Y <br /> 4/2 <br /> CL <br /> 4.5 FT.COLOR GRADES TO DARK GRAYISH BROWN, <br /> 5 TRACES OF LIGHT GRAY <br /> 4GRADES TO SILTY CLAY TO CLAYEY SILT(CL-ML) <br /> DARK GRAYISH BROWN,TRACES OF LIGHT GRAY, <br /> ' VERY STIFF,LOW PLASTICITY,MOIST <br /> PID=86.8 PPM <br /> 0 <br /> N <br /> 10YR <br /> ' 0 4/2 <br /> Y 4 10 Neat Cement CL- <br /> w ML <br /> } 1om <br /> o <br /> w <br /> z <br /> z <br /> Y PID= 119 PPM <br /> a <br /> (9 <br /> 0 <br /> z <br /> 0 <br /> 0 <br /> m <br /> m <br /> r <br /> 3 ______ <br /> N .2 <br /> SILTY SAND(SM)BROWN,-50-60%FINE-GRAINED <br /> 0 <br /> 0 <br /> 15 SAND,-50-40%SILT AND CLAY,LOOSE,LOW TO NO <br /> ' PID=57.1 PPM SM PLASTICITY,WET TO MOIST AT 14.5 FT. <br /> y°•�° 10YR <br /> z ,1 5/3 <br /> O — ------------------------- <br /> :} SANDY CLAY(CL)BROWN,-50%CLAY <br /> w FINE-GRAINED SAND,-50%CLAY,VERY STIFF, <br /> CL MEDIUM PLASTICITY,MOIST TO WET <br /> z <br /> tr <br /> 0 <br /> m <br /> F-40.1 <br /> (6-87)(3-88)(8-90) SHEET 1 OF <br />