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CLIENT La lay R- Norltn Ayy%eYica. BOREHOLE LOG <br />PROJECT LOCATION Win So <br />L F ` O 5 3 $ CO II BH NO. <br />rd PAGE i OF' 3 <br />4 ? 1 CIS <br />Avtd <br />PROJECT N0. , <br />l <br /> jLQN9 ENCkINFEQS INC. <br />DRILLER DATE START 4/19 <br />NORTH <br />EAST ? <br />RIG I' M 1 E - -?5 DATE FINISH 4 1- { /2co7 <br />CRD ELEV. ? <br />••?- <br />BITS R.2S NH• FLUIDS TOTAL DEPTH ?FS •3? <br />TOC ELEV. 11 <br />__ <br />LOGGED BY C?Iaroev\ S. WATER DEPTH q ' <br />SAMPLE TYPES: SAMPLER SPEC)FICATIONS: step- <br />t <br />Z <br />S 1 <br />l <br />C? Cuttings WS Wash <br />($,? Split Spoon NX NX Core Material <br />Length <br />- <br />O.D. Z Liner <br />DC Dry Core CS Continuous Sampler I. D. 1.3 Other <br />Other: <br /> <br />DEPTH <br />BIT S <br />AMP S <br />AMP <br />RECOV. <br />BLOWS <br /> <br />° <br /> <br /> <br />YM 1^a SS <br />SURFACE CONDITION: <br />SOIL VAPOR <br />PID? FID? <br />(FT.) C ASING NO. TYPE FT/FT per 6 SOIL/ROCK DESCRIPTION Br. Hs c ore <br /> <br /> <br /> /?v >z to 4• <br /> C> -to 4.0 - Cu p - SIDS AN-D <br />1 CLAY 1 OCY Y ?YC.t Q- <br />- <br /> tro'co- Y CA-5 M6\-St <br />SGNt j <br /> <br /> k <br /> g,zs <br />3 H s.a <br /> ss + 4 fo 6' <br /> <br /> y z 4`0 ?? 5, o CLA`I . -DaI,Yk. 6yovhv-, <br /> 6 <br /> Zsu 3 sfii ;$I?z s-n,,d fiYac'e 5:1} <br /> 5 JA SS ___. <br />N -4 too; <br /> Z <br /> o 5,3 SAND AND C2RANFL. , <br />5. to <br /> 6 3?f? ^ms?d d 2v.SQ. -?raC 2 S i 1?_ Mc? ? ? <br /> S.Y to 6.d NO dPXCo\j W <br /> U 2C Qd 'E'p ? <br /> 6X(io 9,0' SAND AND GRAVEL. <br /> 8 arov%m , C0yne- s ovAcs to 2_-,Kf <br /> d C.Y letel Sowle cla V?Y v>7oi5 '?'. <br /> 1z <br />y <br />' !22 2 01 0 1 1' <br /> SS 4" IZ . to W, SAND AND G4ZA V FL . <br /> 10 <br /> IMM" , ?rn 2? Ct ?..?Q <br />soy?\,9-- S <br /> 1 <br /> LOCATION SKE TCH DENSITY: PROPORTIONS: REMARKS WEATHER <br /> GRANULAR: <br />0-10 Loose COHESIVE: <br />0-4 Soft <br />0-107. Trace <br />SQ? S-0y) <br />? <br /> 10-30 lded Dense 4-8 Med Stiff <br />Stiff 10-20X Little <br />20-36% S <br />v, <br />k <br />-J' <br /> 30-50 Dense 8-15 ome . <br />% <br /> >50 Very Dense 15-30 Very Stiff 35-507 And r <br />LOG STATUS: l Envirof3r-oup Limited <br />PRELIMINARY: FINAL: III c®r,?B.,r,iai, coio. ado