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1-.01 %.-, CLEARWATER GROUP, INC. <br /> FIELD EXPLORATORY SOIL BORING LOG: MW-1 <br /> Sheet 2 of 3 <br /> FIELD LOCATION OF BORING: CLIENT/LOCATION: BORING NO.: BORING DEPTH: BORING DIAMETER: <br /> CHARTERWAY Clarke Est./Stockton, CA MW-1 45.5 Feet 8Inches <br /> TOW,INC. <br /> DRILLING CONTRACTOR: WELL NO.: WELL DEPTH: PLANNED USE: <br /> MW-1 MW-333 i Mitchell Drilling Env. MW-1 45.5 Feet Monitoring <br /> DRILL RIG TYPE: WELL MATERIAL: SCREEN SLOT SIZE: FILTER PACK: <br /> MW-2 CME 75 2" SCH 40 PVC 0.020" Lonestar#3 Sand <br /> rNORTH \'---'—'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 580B PID <br /> FIRST ENCOUNTERED WATER DEPTH: ~37 feet <br /> STATIC WATER DEPTH-DATE: —32 feet-4/9/96 <br /> \\\\\\\\ <br /> 444\\\\\ <br /> 21 \\\\\\\\ <br /> 22 \\\\\\\\ <br /> \'•ti'•ti'•\' <br /> 23 ti.•t..t.k. <br /> 24 t..k..\.ti. <br /> 19 ti•,ti;ti•,w•, <br /> Silty SAND (SM); yellow brown; moderately <br /> 2s kktkti•. `' graded;very fine to fine grained,rounded sand; <br /> 3oso o so zo 77 <br /> •4t;t�k�, medium dense;dry. <br /> 26 <br /> 27 <br /> 28 <br /> 28 29 SAND(SP);yellow brown;poorly graded;medium <br /> so77 <br /> to o loo 0 to coarse grained,rounded sand;dry. <br /> 30 <br /> Silty CLAY (CL); olive; moderate plasticity; <br /> 31 damp. <br /> 32 <br /> 33 <br /> 34 <br /> 35 1.1 0 0 loo [FaLA (CH); blue gray; high plasticity; local <br /> mottles; very stiff; wet. <br /> 36 <br /> Y 37 <br /> 38 <br /> 39 <br /> nts missed. <br /> 0 40 5.5 0 0 100 <br />