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' Project No C-178 <br /> SOIL BORING AND WELL CONSTRUCTION LOG: MW-6 Sheet X of-1 <br />' CLIENT/LOCATION PLANNED USE BORING DEPTH BORING/WELL NO <br /> FIELD LOCATION OF BO s/ Barnes Trucking Facility, Exploratory 20 feet SB-9/MW-6 <br /> MONITORING WELLS NT Stockton CA <br /> DRILL RIG TYPE. WELL DEPTH. BORI14G DIAMETER <br /> I DRILLING CONTRACTOR 8 inclleS <br /> Spectrum Drilling CME-75 19' <br /> • I. I �p j OWELL DL4METER EN SCRESLOT SIZE. <br /> �,LL a e Mw t O DRILL R1G OPERATOR. WELL MATERIAL 2„ 0 020" <br /> •0 NW4II Bobby Nixon Sch 40 PVC <br />' �v ~ I WELL/BOREHOLE SISAL FILTER PACK <br /> .ma Grout with 5%bentonite I <br /> #3 sand <br /> o�,l <br /> SAMPLING ESTIMATED sAMPI NG METHOD? 5'continuous core-S lits Dori <br />' Z U P RCENT <br /> O o U MON=FjNG IIVS umENT Nolle <br /> > > FIRST ENCOUNTERED WATER DEMn -115 feet <br /> u ss <br /> OV 0 p C; O sTABAuzED WATER DrI <br /> EPI-DATE 9 18 ft- 1/20/99 <br /> Gravel fill <br /> 1 <br />' z <br /> o z e Silty CLAY(CL)with sand,brownish gray,moderate <br /> 3 plasticity,stiff,dry to moist <br />' 4 <br /> X 5 <br /> 0 2 98 Silty CLAY(CL)with sand,brownish gray,moderate to <br /> 6' = <br /> high plasticity,stiff,moist to wet <br /> 7 <br /> _ 9 <br /> 10 <br /> 0 2 98 <br />' _ Q 11 Silty CLAY(CL)with sand,brownish gray,moderate <br /> plasticity,wet <br /> 12 <br /> 13 <br /> 14 <br /> is 0 2 98 <br /> = 16 <br /> _ Silty CLAY(CL)with sand,blueish gray,moderate-tugh <br /> 17 <br /> plasticity,stiff,wet <br /> 18 <br /> 1 = <br /> 19 <br /> — x <br /> 20 <br /> END OF <br /> 21 BORING <br /> u <br /> 23 <br /> Drilling Date: 1/11/99 <br /> CLEARWATER <br />' Logged b Loren Taylor gg Y GROUP, INC <br /> Approved by <br />