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F ' <br /> FIELD EXPLORATORY SOIL BORING LOG: MW-3 CLEARWATER GROUP, INC. <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-3 45.5 Feet 8Inches <br /> TOW,INC. <br /> i DRILLING CONTRACTOR: WELL NO.: WELL DEPTH: PLANNED USE: <br /> Mw-1 MW-3 Mitchell DrillingEnv. MW-3 <br /> 45.5 Feet Monitoring <br /> DRILL RIG TYPE: WELL MATERIAL: SCREEN SLOT SIZE: FILTER PACK: <br /> Mw 2 I CME 75 2" SCH 40 PVC 0.020" Lonestar#3 Sand <br /> NORTH -------1 DRILL RIG OPERATOR: WELL SEAL: <br /> RAILROAD Scott Northart Cement over hydrated bentonite pellets <br /> SAMPLING ESTIMATED SAMPLING METHOD: California split-spoon sampler <br /> PERCENT <br /> MONITORING INSTRUMENT: TE 580E PID <br /> FIRST ENCOUNTERED WATER DEPTH: --37 feet <br /> STATIC WATER DEPTH-DATE: --32 feet-4/9/06 <br /> 14 <br /> 160 0 0 100 <br /> 41 Silty CLAY (CL); olive gray; low plasticity; very <br /> stiff; wet. <br /> 42 <br /> 43 <br /> 4 `4 <br /> 6 <br /> 45 <br /> 90 0 0 100 <br /> 46 <br /> 47 <br /> 48 <br /> 49 <br /> 50 <br /> 51 <br /> 52 <br /> 53 <br /> 54 <br /> 55 <br /> 56 <br /> 57 <br /> 58 <br /> 59 <br /> 60 <br />