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CLIENT Lafc tnp. KVoilk Ayher o. <br />PROJECT LOCATIO W ivi Sor Co <br />PROJECT NO. ---LE - O 5 3 <br />BOREHOLE LOG 8 <br />BH NO. <br />PAr- Z nr 3 <br />NORTH DRILLER ?rILLIN9 EN(2' WEEKS INC. DATE START 4/1q 11907 <br />EAST RIG C M E T5 DATE FINISH 4 Iq Zoo- ' <br />GRD ELEV. BITA2S/ t4.S. A. FLUIDS ?-- TOTAL DEPTH 19-Y <br />TOC ELEV. LOGGED BY Charoev% S. WATER DEPTH <br />SAMPLE TYPES: <br />Cuttings WS Wash <br />S Split Spoon NX NX Core <br />Dry Core CS Continuous Sampler <br />Other: SAMPLER SPECIFICATIONS: <br />Length Z .S Material <br />0. D. 7--?? Liner <br />I. D. 1- ' Other <br />DEPTH <br /> <br />(FT <br />) BIT <br /> <br />CASING SAMP <br /> <br />NO SAMP <br /> <br />TYPE RECOV. <br /> <br />FT/FT BLOWS <br /> <br />er 6' SYM SURFACE CONDITION: ra SS SOIL VAPOR <br />PID? FiD? <br />. . p SOIL/ROCK DESCRIPTION BG HS core <br />10 <br /> Up 16 2- <br />i t ?{" cl w ?-?- <br /> <br />l2 i Av eyed -to I4' <br /> 11,0' to k4.0'-- SAND AND <br />13 8?S ?RAV1 L_ . Brbwwn soyno- <br /> I?.s U f Z- I -Cj,\ d,ry-,) x wit <br /> <br />116 . <br />' S t to I(=>' <br />r zs <br /> <br />1 <br />:? y <br /> <br />! 5 <br />14.C?to 15.5' SANb AND 9"\IFL.biro <br /> <br />IS . <br />SS 8 <br />y 5 <br />v \Qj. de-nsQ so",- stowou U9 I <br />t> <br /> -2 <br />to UJ(2t- <br />16 MIS tvt 0/ NO RFco \jV,- <br /> A v exe-J I=-/ <br /> 16.o/to n-o - CAA - 2A tiles AND <br />11 4 <br />k <br />9AA v G L, B?tti,,,, s r m fL ??owt_, v <br />Z <br /> <br /> <br />Ig <br /> <br />c? <br /> <br />1b <br />0 // <br />L3 <br />S? I-4o l / <br />e <br /> . 'f <br />'L <br />I? <br />W <br />, <br />' <br /> o <br />L. <br />,p <br />S <br />A <br />v SToN 6;m ve <br /> <br />19 .? t? of 9-10f <br />? <br />sty sov,.- silfs?e. ?s <br /> Sd i 1n-H vvQA ?:4:-'ee? e Yn o 1 . <br />20 <br /> <br />LOCA TION S KE TCH DENSITY: PROPORTIONS: REMARKS WEATHER <br /> <br /> <br />(v Q? 1 AV\ GRANULAR: <br />0-10 Loose <br />10-30 Mad Dense <br />30-50 Dense <br />>50 Very Dense COHESIVE: <br />0-4 Soft <br />4-8 gad Stiff <br />8-15 Stiff <br />15-30 Very Stiff <br />0-107. Trace <br />10-207. Little <br />20-36% Some <br />35-507. And <br />5 O -F ,SV Avv'j <br /> <br />W VGA ?i <br />LOG STATUS: <br />PRELIMINARY: <br />11 Envlr aC3r-oup Limitzd <br />FINAL: 11 cancanMa?, coto?Bao <br />lit