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N%6011 CLEARWATER GROUP, INC. <br /> FIELD EXPLORATORY SOILBORING LOG: MW-3 Sheet 1 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 /> DRILLING CONTRACTOR: WELL NO.: WELL DEPTH: PLANNED USE: <br /> MW-1 MW-3I W Mitchell Drilling Env. MW-3 45.5 Feet Monitoring <br /> DRILL RIG TYPE: WELL MATERIAL: SCREEN SLOT SIZE: FILTER PACK: <br /> MW-2 9 o CME 75 2" SCH 40 PVC 0.020" Lonestar#3 Sand <br /> V <br /> vi <br /> rNORTH \---- DRILL RIG OPERATOR: WELL SEAL: <br /> RAILROAD Scott Northart Cement over hydrated bentonite pellets <br /> SAMPLING ESTIMATED SAMPLING METHOD: California split-spoon sampler <br /> a PERCENT MONITORING INSTRUMENT: TE 580B PID <br /> FIRST ENCOUNTERED WATER DEPTH: —37 feet <br /> .a.(Z F:. pro c4 zQz Q� W <br /> 0� 3 S A m �u d Q w o a O w O STATIC WATER DEPTH-DATE: 32 feet-4/9/96 <br /> Asphalt and baserock <br /> 1 <br /> a o o loo Clay (CL);brown; low plasticity; dry. <br /> 2 <br /> z <br /> 0 <br /> 3 <br /> D <br /> O 4 <br /> U <br /> ..1 <br /> 17 77- <br /> 3 <br /> � zs 5 <br /> _77-28 z.4 o s 9s Silty CLAY (CL); yellow-brown; low plasticity; <br /> Q 6 common rhizoliths; hard; dry. <br /> 7 <br /> .� s <br /> 3 <br /> u 9 <br /> � 14 <br /> 10 <br /> 26 <br /> 27 11 2.9 o s 95 Silty CLAY(CL);mottled yellow brown and <br /> ° orange; low plasticity; trace charcoal fragments; <br /> lz <br /> sparse rhizoliths; hard; dry. <br /> i <br /> 13 <br /> u• 14 \\\\\\\\\ <br /> \\\\\\\\\ <br /> O 18 \\\\\\\\\ <br /> (A 15 \\\\\\\\\ <br /> 20 <br /> V�I 30 3.1 o s ys \\\\\\\\\ Clayey SILT (ML); yellow brown; low plasticity; <br /> µi \\\\\\\\\ <br /> 16 \\\\\4\\\ trace charcoal fragments; common rhizoliths; <br /> \\\\\\\\\ <br /> hard; dam <br /> p. <br /> 1./ \\\\\\\\\ <br /> j-; 18 \\\\\\\\\ <br /> \\\\\\\\\ <br /> 19 <br /> 18ZO <br /> \\1\\\4t4 <br /> 20 \\\\\\\\\ <br />