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CLIENT La-&Y .e Noill Ari+eYiCa <br />PROJECT LOCATION _'AJ%h SoY , CO <br />_ <br />'PROJECT NO L F -0539> <br />BOREHOLE LOG <br />'B5 <br />BH NO <br />nn 11 . <br />Av,ck" 4 PIcC Yd PAGE .- OF - <br /> WE RS INC <br />ENG <br />T*ILLJN0 DATE START 4/1912OC5? <br />NORTH , <br />? <br />DRILLER <br />, <br />EAST <br />RIG C M E " I S <br />DATE FINISH ¢ 19 /2-15t>7 <br />GRD ELEV BITS v c2S"H.J•-A. FLUIDS TOTAL DEPTH tv `3? <br />TOC ELEV. LOGGED BY Char©et^ S, WATER DEPTH Q ' <br />SAMPLE TYPES: SAMPLER SPECIFICATIONS: S?2F 1 <br />C Cuttings WS Wash <br />Split Spoon NX NX Core Length Material - <br />O.D. Liner - <br />DC Dry Core CS Continuous Sampler I- D. Other <br />0 t h e r: <br />DEPTH BIT SAMP SAMP RECOV. BLOWS <br /> <br />" SYNI SURFACE CONDITION: ra SS <br />-- Soil, VAPOR <br />P1D ? FID Q <br />(FT.) CASING NO. TYPE FT/FT per 6 SOIL/ROCK DESCRIPTION UG HS core <br /> <br /> <br />f { p to 4-,(t-j-_Cvt S1Q AND - - <br /> <br />ticcs- <br />C A Y .+ / o y Y <br />2 'SCA/vAj <br />YChC2 Y od?S _ t' 1C?? j- <br />- <br /> u <br /> <br /> <br /> <br />- --- <br /> y <br />s zs C ' 6 3 "= -44 ?,itlsz sc,d , fiYace If <br /> S 7 <br /> 3- <br />(Y)0 l c??: <br />- -- - - <br />__ <br /> ?- <br />3 S Awl) AN <br />??RFl V FL <br />, <br />o <br />s <br />6 I . <br />. <br />o <br />? - - -- <br /> 3?t?n•.?.a Mv?s <br /> <br /> ?y?ere-d ?n <br />-- <br /> 6 <br />cNo9 <br />0/ AN D AMD Cn <br />RAVE L <br /> , <br />, <br />) - <br />- - <br /> S Un t0 -Z? tKC <br />..-._Y...-_ .?rbwvt SOVn ¢r 3_?_DhG <br />' <br />" - -- <br /> 1 <br />yQ <br />Yt llo(s <br />?..--- - iG,rv,e l? 90W1a clad/, 1 <br />T. <br /> SJ ?2y Z 92 2. <br /> y / <br />to ko.o 5, ND AND C,R.AV flk_ . <br /> <br />I?yDW,A , Y,-, Q-8 d &,„ 5e. <br />soYh s? $] 14 -- <br /> , <br />LOCATION SKETCH DENSITY: PROPORTIONS: REMARKS WEATHER <br />. GRANULAR: COHESIVE: <br /> 0--10 Loose <br />10 <br />30 M <br />d D 0-4 Soft <br />4 <br />9 0-107 Trace <br /> <br />1 - <br />e <br />ense - <br />Med Stiff 10-207 Little <br />\ <br />'l <br /> 30-50 Dense 8-15 Stiff 20-359. Some A1%%AC <br />,./ <br /> >50 Very Dense 15-30 Very Stiff 35-507 And f/ <br />LOG STATUS: <br />I';* .1MINARY <br />FINAL v <br />i' k?r,virnGroup L-irnlr-F:cd <br />?? I I Gar?cE?nnial-Colorar..lt.]