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CLIENT L-aT(%! '- N6TVA HyMeYica, BOREHOLE LOG <br />2 <br /> <br />PROJECT LOCATIO W ir So ?-? <br />'14 d, <br />L - 05 3 9 BH NO. <br />3 <br />PROJECT NO. <br />PAGE <br />OF <br /> NORTH DRILLER ? ,ILLINa ENGtIKeRs 1NC. DATE START / <br /> <br />t' <br />`- <br /> EAST RIG C..t' 1F- -45 , <br />DATE FINISH { <br />`'f 12 <br /> GRD ELEV. BITS S"H.S.A. FLUIDS TOTAL DEPTH ?30.3 <br /> <br />TOC ELEV. /1 <br />LOGGED BY Cho roei^ - <br />WATER DEPTH 14' <br /> SAMPLE TYPES: SAMPLER SPECIFICATIONS: <br />s WS Wash Length 2.5 ' Material s fez <br />CT Cuttin <br /> g <br />Z <br />-- <br /> Liner <br />SS Split Spoon NX NX Core 0. D. <br />Dry Core CS Continuous Sampler I.D. Other - <br /> Other: <br />Other: <br /> DEPTH BIT S AMP SAMP RECOV. BLOWS SYM SURFACE CONDITION: ? aSS <br /> <br /> <br />' <br /> <br />VAPOR <br />P SOIL <br />? FP ? <br />J (FT.) C ASING N0. TYPE FT/FT per 6 <br />SOIL/ROCK DESCRIPTION Bc Hs Core <br /> <br /> 2D th c1n A7% <br />o.Wt2 RJY , fiYac2 <br />`? 0 2 - <br /> y <br /> $I1? `?Yac.i? . VQ. <br /> <br /> A v ereA 'to 24-/ <br /> 22 <br />t _oi ?o Z4. o? - Cvfi?cr. SAND 4ND <br />1-2 <br /> 8 <br />?5 wvIvo r?dbYO• <br />GRAvEL Y <br /> ' o <br /> Z3 H.S <br />A So^MQ_ GA0\01 9-s <br /> , J-1 amn sZ p-Y W <br /> 25 <br />' t c? Z? <br />n 2 2 S S 5 24 <br /> 2? 35 24,0'' o 2- S.B CgND ANbGRAVEL. <br /> S <br />Z 40 Broom tv red bYOwN vzr de <br /> <br /> 26 soYn e- slo>,,Qs U!p -td z - .'?,cl? <br /> <br /> g ` ?0 2 ?.o' No R CovrR`t <br />Zs <br /> ? <br />_ <br />Z? AU Q9--,e8 i0 29' <br /> Zg -)-6.0' 1x29.0 - CoM;r _ SAND AND _ <br /> ?RAVFI. ?mw1? o Y2??pwV1 _ <br /> <br /> IS 15 28.0 io zq,o"- co-C' \Q SILTsTONF- <br /> sow, ?Yar <br />a <br />15" ? 8ro? I ?+EI? <br />c( T <br /> ? <br />. <br />. <br />-- <br />30 <br /> ' <br /> Ss ,? zq? fo 30.3 <br /> LOCA TION SKE TCH DENSITY: PROPORTIONS: REMARKS WEATHER <br /> GRANULAR: <br />0 COHESIVE: <br />t <br />% T O <br /> <br />t? JZ ?CM? -10 Loose <br />10-30 Med Dense 0-4 Sof <br />4-8 Med Stiff 0-10 <br />race <br />10-209 Little <br /> 30-50 Dense 8-15 Stiff 20-359 Some <br /> <br />>50 Very Dense <br />15-30 Very Stiff <br />35-509 And J <br />J V 7 <br />/ <br />LOG STATUS: <br />EnviroGroup Limited <br />?I (? Cencannlel <br />ooloreoo <br /> <br />. <br />PRELIMINARY: FINAL: