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CLIENT ._La??Y ? {UoY?1n ?rneYiCc? <br />PROJECT LOCATION W lr SoY CO <br />PROJECT NO. -LE--0!5.39 <br />BOREHOLE LOG <br />13x No.__ 10 PAr - or Z <br />NORTH DRILLER ? ILLIN( EN(?kNEERS INC. DATE START Z? <br />EAST RIG C M E ?T 5 DATE FINISH top • <br />Ii 1: ;RD FLFV l3ITS9.2S H-S. A. FLUIDS `-- TOTAL DEPTH {5,3i <br />'I'OC. ELEV. LOGGED BY CT o roetn S, WATER DEPTH / <br />SAMPLE TYPES: <br />Cuttings WS Wash <br />S Split Spoon NX NX Core <br />Dry Core CS Continuous Sampler <br />Other. SAMPLER SPECIFICATIONS: <br />Length Z.15 Material Ste e..l <br />0. D. 7 "' Liner <br />I.D. I -3 r- Other <br /> <br />[iiii'T11 <br /> <br />(FT <br />) <br />IT <br /> <br />CASING <br />SAMY <br /> <br />NO <br />SAM}' <br /> <br />TYPE <br />RECOV. <br /> <br />FT/FT <br />BLOWS <br /> <br />er 6' <br />SYM I-a S <br />SURFACE CONDITION: <br />- --• <br />SOIL VAPOR <br />PIDp FID? <br />. . p SOIL/ROCK DESCRIPTION BO Hs Core <br />l0 - <br /> <br />14.5 o t1,0 NO P?C0\J5p,11( - <br />1? - <br /> A u area to L 4? <br /> <br />><? _ <br />!?•o try 140/ 0,AK1-D ANA <br />- <br />- <br /> C,RAVI E <br />?S 9 <br />25 we <br /> . <br />1t.Sft <br />SS ?4 -t"o lE,? -- - <br />. 4 l <br />z <br />f' <br />_ } <br />s <br />1 ? <br />161' <br />o - <br />X4:0 ` 0 15.3" S i UTSTONE a G' ue v er - _-__ <br /> <br /> <br />15 <br /> <br />1503 <br />_ y <br />1? <br /> <br />50/z <br /> <br />?Vp ct-Ate sov?.d <br />' <br />t _.._ <br /> <br />_ ?G <br />-F <br />J Of <br />FF-1-1 <br />K F s <br />f l WeA <br />x-? eye Yno7 s <br /> FN u OF SORE c <br /> I'?Mvt.;?orih wall LVt,v!lfclt;? <br /> b-0 PVC- to 4oof- ,,creal,A <br />18 <br />f Mw-to <br /> Y e <br />s? { ?AC? CGc S i v? <br />+ Lac <br /> b( 0 CO, <br /> R e? --3 to 3. C??cre e. m o <br />'20 --- - . _ ?creevt 3 2 13u,' Bee b-l .Q'tWe {.5 0 <br /> L ? L 1. Ca 1 t???o t4? R f er Sow fo 3 <br />LOCATION SKE TCH DENSITY: PROPORTIONS: REMARKS WEATHER <br />j <br /> <br /> <br />r GRANULAR: <br />0-10 Loose <br />10-30 Med Dense <br />30-50 Dense <br />>50 Very Dense COHESIVE: <br />0-4 Soft <br />4-0 Med Stiff <br />0-15 Stiff <br />15-30 Very Stiff <br />0-10% Trace <br />10-209. Little <br />20-35% Some <br />35-50% And <br />6o F <br />JUV1W? <br />LOG STATUS <br />PRELIMINARY: <br />FINAL: <br />.1 <br />ErwiroGroup _irnitPd <br />Il (l Cantannlal, Colorado