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CLIENT ta-O1r R' Noft6 AY"erica <br />PROJECT LOCATIO W in Sores CO <br />PROJECT NO. 1 - O 5 3 9 <br />BOREHOLE LOG S <br />BH NO. <br />PAGR Z nF Z3- <br />NORTH DRILLER ?fALLIN9 ENC-tINEERS INC. DATE START 4/19 2.607 <br />EAST RIG C M E "45 DATE FINISH 4 19 1200 <br /> <br />GRD ELEV. <br />BITS $.2S H.S. A. <br />FLUIDS ?- p <br />TOTAL DEPTH ? O • ?J <br />TOC ELEV. LOGGED BY hAC'©eo <br />s <br />WATER DEPTH <br />SAMPLE TYPES: <br />Cuttings WS Wash <br /> <br />S Split Spoon NX NX Core <br />Dry Core CS Continuous Sampler <br />Other: SAMPLER SPECIFICATIONS: <br />Length 2 -s Material <br />7 IV <br />O.D. - Liner <br />I.D. Other <br />DEPTH BIT SAMP SAMP RECOV. BLOWS <br />" <br />SYM SURFACE CONDITION: ra-SS SOIL VAPOR <br />PID0 FID? <br />(FT.) CASING NO. TYPE FT/FT per 6 SOIL/ROCK DESCRIPTION ec HS core <br />10 <br /> u '?v 2 - ? ?cl? c? i awlefe>^ -{-ra( 2 <br /> C W e-? <br /> <br />t2 i Av eYe4 -tW <br /> 11,0' to k4.0' - &U? ?h - '9APID AND <br />13 8 <br />25 Bn>wA sowlsL <br /> . <br />'-t.s L)t Z- -C1^ d; ?Yn Q ?- wit <br />14 n S 3 t to S 6• <br /> 25 14.c(-to 15.5 SANS AND 9"\\IE L . <br />biro <br />i5 1p <br /> <br />SS 1$ <br /> <br />ti 5 <br />v <br />N\QI. dense- So",- sto'Ae?S <br /> to <br />16 15 15,5'tbt6 o/ NO RFCO VE <br /> A v erej 1=-/ <br />1 16.o?to l? . o _ C,t i ? - 214 KIDFEND <br /> 4 <br />l? 9AA V 1:. l.- S o vvl cL SAOV .sue, v Z <br /> <br /> <br /> <br />8 <br /> <br />? <br /> <br /> <br />64 3 o <br /> <br /> <br />? ?? S 1, , <br /> <br /> <br />? <br />l <br />MV- <br /> <br />e <br /> t <br />' 't <br />A` <br />I ? <br />18 <br />C <br />S <br />6 <br /> .p <br />o <br />? ve <br />.3 <br />G <br />? <br />oN <br />. <br /> .t\ 0 OF ?1t <br />130R ? <br /> S? l tn? vVQA er Y?LO 1 . <br />20 <br />?i L l I I I i i i N-D OT7 'RDcEtAm-F- <br />LOCA TION S KE TCH DENSITY: PROPORTIONS: REMARKS WEATHER <br /> <br /> <br /> <br />vQ9- t A? GRANULAR: <br />0-10 Loose <br /> <br />10-30 Med Dense <br />30-50 Dense <br />>50 Very Dense COHESIVE: <br />0-4 Soft <br /> <br />4-8 hed Stiff <br />8-15 Stiff <br />15-30 Very Stiff <br />0-10% Trace <br /> <br />10-20% Little <br />20-35X Some <br />35-507. And <br /> <br />5 SU1/lY"NI <br /> <br />W ?\,\A <br />I <br />LOG STATUS: <br />PRELIMINARY: <br />I EnviroGrrcup Limited <br />FINAL: V 116 11 contannlal.CoIorada