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I <br /> ` CLEAR WATER GROUP, INC. <br /> FIELD EXPLORATORY SOIL BORING LOG: 'MW-2 <br /> Sheet 3 of 3 <br /> FIELD LOCATION OF BORING: CLIENT/LOCATION: BORING NO:: BORING DEPTH:" BORING DIAMETER: <br /> CHARTERWAY Clarke Est./Stockton,CA MW-2 45 Feet 8Inches <br /> TOW,INC. <br /> DRILLING CONTRACTOR WELL NO.:�� - WELL DEPTH: PLANNED USE: <br /> MW-1MW-3 Mitchell Drilling Env. MW-2 it 45 Feet Monitoring <br /> DRILL RIG TYPE: WELL MATERIAL: SCREEN SLOT SIZE: FILTER PACK: 1 <br /> MW-2 CME 75 2"SCH 40 PVC 0.020" Lonestar#3 Sand w <br /> rNORTH �'------ DRILL RIG OPERATOR: WELL SEAV _ <br />{ RAILROAD Scott Northart Cementover hydrated bentonite pellets <br /> „3 <br /> SAMPLING ESTIMATED SAMPLING METHOD:Continuous core': I <br /> PERCENT <br /> MONrrowII G INSTRUMENT:. TE 580B PID <br /> n <br /> FIRST ENC6UNTERED WATER DEPTH: —37 feet <br /> iL <br /> — STATIC WAFER DEPTH-DATE: —32 feet:4/9/96 <br /> Sandy CLAY (CL); olive gray; low plasticity; fine i <br /> 41 0 40 60 grained,.rounded sand;very stiff; wet. <br /> _ j <br /> ;,.y.�.%..% <br /> 0 70so :'%'%•% Clayey SAND (SC); olive gray; moderately graded; ` <br /> fine to medium grained,rounded sand;dense;wet. <br /> 43 <br /> 0 10 90 Silty CLAY (CL); olive gray; low plasticity; very <br /> 44 fine grained sand;very stiff;-wet. <br /> 71 0 <br /> 45 <br /> 46 <br /> 47 <br /> i <br /> 48 <br /> i <br /> 49 <br /> 50 <br /> 51. <br /> 52 r <br /> 53 k <br /> 54 1 <br /> I <br /> ' 55 <br /> 56: <br /> • I <br /> 57 `1 <br /> 58 i <br /> i 1 <br /> 59. 1 <br /> I <br /> 60 <br /> jl <br />