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`li CLEARWATER GROUP,INC. <br /> FIELD EXPLORATORY SOIL BORING LOG: MW-3 <br /> Sheet 1 of 3 <br /> Om D nM OF BORING: CLIENTAMATION: BORING NO.: BORING DEPTH: BORING CHARTERWAY Clarke Est./Stockton,CA MW-3 45.5 Feet 8Inches <br /> TOW,Bic. <br /> �p DRILLING CONTRACTOR: WELL NO.: WELL DEPTH: PLANNED USE: <br /> MW-1 MW-3 I Mitchell Drilling Env. MW-3 45.5 Feet Monitoring <br /> DRE.L RIG TYPE: WELL MATERIAL: SCREEN SLOT SIZE: FMTER PACK: <br /> MW-2rA I CME 75 2"SCH 40 PVC 0.020" Lonestar#3 Sand <br /> � v <br /> rNORTH "—'—'—'� DRILL RIG OPERATOR WELL SEAL: <br /> RAILROAD Scott Northart Cement over hydrated bentonite pellets <br /> SAMPLING sST1MATED SAMPLING METHOD: Californias lit-spoon sampler <br /> PBRCHNT <br /> MoNTwmm INSTRUMENT: TE 580B PID <br /> Fnw ENCOUNTERED WATER DEPTH: -37 feet <br /> 6 o� <br /> Tm ISTATIC WATER DEPTH-DATE: —32 feet-4/9/96 <br /> Asphalt and baserock <br /> 1 <br /> Clay (CL);brown;low plasticity;dry. <br /> 2 0 0 100 <br /> 3 <br /> 4 <br /> 17 <br /> � 5 <br /> u 2.4 o s �s Silty CLAY (CL); yellow-brown; low plasticity; <br /> 6 common rhizoliths;hard; dry. <br /> 7 <br /> 9 <br /> u <br /> 10 <br /> u <br /> 11 2.9 1 o s ss Silty CLAY(CL);mottled yellow brown and <br /> orange; low plasticity; trace charcoal fragments; <br /> sparse rhizoliths; hard; dry. <br /> 13 <br /> \\\\\\\% <br /> %%%%Z% <br /> \\\\\\\\ <br /> \\\\\\\\ <br /> \\\\\\%% <br /> \\t\\ <br /> Mz <br /> x so s.1 o a u ::,,,%', Clayey SILT (ML); yellow brown; low plasticity; <br /> 16 ::%:: trace charcoal fragments;common rhizoliths; <br /> \\\\\\.\ <br /> """" hard; damp. <br /> 17 <br /> \\\\\\\% <br /> \%Z'%'M\ <br /> 18 %%%%%%%% <br /> iW \M\\\\\ <br /> 19 <br /> \\\\\\\\ <br />