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CLIENT LafaY z ' "oy`? rlwtieY%'CCA, <br />W CI Sor , CO <br />PROJECT LOCATIO <br />"fl <br />PROJECT NO. L F- 0 5 3 S <br />BOREHOLE LOG O / <br />Avid, dr AlcI Yj PAGE 1 OF 3 <br />NORTH DRILLER jLLjN4 ENGtINEERS INC. DATE START 4/(9/2-01>7 <br />EAST RIG C- .M `E -_'5 DATE FINISH 4 /19 /2-00 <br />GRD ELEV. BITS !R,7S e H.S--A- FLUIDS TOTAL DEPTH 2,S, 3 '/ <br />TOC ELEV. LOGGED BY Charoev% J, WATER DEPTH q <br />SAMPLE TYPES: <br />C Cuttings WS Wash <br />Split Spoon NX NX Core <br />DC Dry Core CS Continuous Sampler <br />Other: SAMPLER SPECJFICATIONS: Steed <br />Length Z • S Material <br />0. D. Zol/ Liner - <br />I. D. .? Other <br />DEPTH BIT SAMP SAMP <br /> <br />YPE RECOV. <br /> <br />T <br />FT BLOWS <br /> <br />6" SYM SURFACE CONDITION: rd SS <br />PID SOIL VAPOR <br />? F!D C3 <br />(FT.) CASING NO. T F <br />/ per SOIL/ROCK DESCRIPTION Bc Hs core <br /> <br /> A v erA -to ¢' <br /> 0 10 4, C), A- _ Z10 AND CUII tv'Cl <br /> AaY V, bro A, I ?•1?` s _ Sov LY-C C2r <br /> roots moist <br />Z 4 <br />2s <br /> g, <br />3 H.s.a <br />4 SS t 4'to 6' <br /> a Z 4.6' to 5. t' CLA`t , BYO,n,„t ; a?`t <br />S Zsu -- Z 1-111 S -M most" <br /> 1 v. ? <br />2.4 2 s. Ito 6.0/ MO PXCOVEM <br /> <br /> Au erg io q <br /> 6.0'foloI CLA`1 . -bybvrv, sower. <br /> SOVA . t,-1_a_ "t k? . moo s? <br />8 <br /> <br />9 ss2 q'to u <br /> t4N 3 C1,0 t o 10.2' SAND AND GRAvFL,. <br /> <br />10 ?N <br />-141lZ S?bv`R_ v to <br /> 2 - I \,\(!1A J% otuA>zteIr #Ya cD_ s4 tYctCIL a( vi <br />W <br />LOCA TION S KE TCH DENSITY: PROPORTIONS: REMARKS WEATHER <br /> <br /> <br />v Q Q La,? GRANULAR: <br />0-10 Loose <br />10-30 Med Dense <br />30-50 Dense <br />>50 Very Dense COHESIVE: <br />0-4 Soft <br />4-8 lied Stiff <br />8-15 Stiff <br />15-30 Very Stiff <br />0-107. Trace <br />10-207 Little <br />20-357 Some <br />35-507 And <br />5o w %vJ <br /> <br />SV v??? <br />LOG STATUS: <br />PRELIMINARY: <br />FINAL: <br />,I <br />Er-%vlrroCroup Limited <br />?? ?? Cor,te,r+nleal. Cotoreoo