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La-a.Y ?vpr?? AYneYica <br />CLIENT- <br />PROJECT LOCATIO W oa _ Son Co <br />PROJECT NO L F - 6 ? ?g <br />BOREHOLE LOG -4 <br />BH NO. <br />A"A I, PAGE -- OF <br />F- <br />f NORTH <br />DRILLER ?LL,N? ENGItN?CRS INC, 4 <br />DATE START /? ? ZOO <br />EAST RIG C M E - ?S <br />? f 2t?2> <br />DATE FINISH 4/1 <br />GRD ELEV. BITS ( S••A• FLUIDS TOTAL DEPTH 12.7 <br />TOC ELEV. LOGGED BY Cho r©eo S. WATER DEPTH <br />SAMPLE, TYPES: SAMPLER SPEC)FICATIONS: -} I <br />See. <br />7 <br />' Cuttings WS Wash <br />C <br />d <br />_ <br />_ <br />- Material <br />Length <br />L <br />Split Spoon NX NX Core <br />DC Dry Core CS Continuous Sampler iner <br />O.D. <br />1.D. - ?._- Other <br />Other:.. <br />DEPTH BIT SAMP SAMP RECOV. BLOWS <br /> <br />• SYM <br />?aSS - <br />SURFACE CONDITION: <br />son, vn <br />? FID <br />P[D <br />(-] <br />(FT.) CASING NO. TYPE FT/FT per 6 SOIL/ROCK DESCRIPTION HG HS Core- <br /> ?... <br /> ... ....... <br />-_ <br />.._ . <br />.___.-. <br />..._....-.- <br />_...-+. <br />_ <br />uc(jz.ve.8 +o g- <br />-- <br />-.. <br />= o 4-0 - C? ? - CILI ANb CLA! - <br /> $YOw1^ , ? Y q t..Q_ SaA,c? L 41?-aC.2 <br /> ?0lct <br />2 <br /> 4 <br /> <br /> <br />3 <br /> T SS 1 4/ <br /> ft 6 BxO.,\, <br />"eJ <br />4.0/ -to 4.18 PWJF-L <br /> Zsu lo <br />---- t2 J <br />, <br />o?evtS2, , `fro?C2 S '?Yac2 s tii? r. <br />- 1.D. Z4 ? Z ?YAC Q.. c.l ?.y . y?1 et <br /> <br />6 <br />_ <br />(0 vs <br />_ <br />- <br />- <br />- <br /> R <br />4uq rfe-1 to <br /> TYow,., so", a- <br />Lo`Ao 9.©' QW\J FL. <br /> , -- <br /> so? d . sow,k- 13UNAe- up to z - vCc \ <br /> q;pYlQ?et Ayoxv- ?i? ' y0't - LJCA* <br /> <br /> V t <br /> o <br /> 2.4- 5 jo It. 0/ 08AKID AND GRAVEL ,"Byo <br />10 2A IS `to ve3br6wn, iievig2 to,,c-Q- s•+l <br /> <br />LOCA TION SKE TCH DENSITY: PROPORTIONS: REMARKS WEATHER <br /> GRANULAR: COHESIVE: <br />T <br />SQQ 0-10 Loose <br />10-30 Lied Dense 0-4 Soft <br />4-i1 Med Stiff 0-10% Trace <br />10-20% Little rrr???///??i??^??, <br />VI'7 <br /> 30-50 Dense 8-15 Stiff 20-35% Some / <br /> >50 Very Dense 15-30 Very Stiff 35-50% And <br />LAG STATUS: <br />PRELIMINARY: <br />FINAL-. <br />FrrviroGroup Lirnit?cs <br />?I tll CrSnt-.®nni®I, Goinrricfr.? <br />c i