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CLIENT [-.":SO4'y e. W t 1" C . <br />PROJECT LOCATIO VV Sd CO <br />PROJECT N0. (-F - O S 3 <br />- BOREHOLE LOG <br />Ro>, * 0 etn <br />BH NO. 14 <br />PAGE --2- OF .? <br /> <br />NORTH <br />DRILLER)Y;1ki1'% vVk iV1QAYS.TVk a 1 <br />DATE START00 2.00 <br />EAST RIG C- M E - <br />S DATE FINISH Q A g A 00 <br />GRD ELEV. p <br />BITS •A, <br />?.2 S N •g <br />FLUIDS <br />TOTAL DEPTH <br />TOC ELEV. LOGGED BY C 1100•60-%A S . WATER DEPTH <br />SAMPLE TYPES: <br />CT Cuttings WS Wash <br />(P5 Split Spoon NX NX Core <br />IDlC? Dry Core CS Continuous Sampler <br />Other. SAMPLER SPECIFICATIONS: <br />Length - Material Q4? <br />O.D. 2 Liner <br />I.D. (• •? Q Other <br />D <br />EPTH <br />(FT.) j <br />BIT <br />CABIN <br />SAMP <br />N0. <br />SAMP <br />TYPE <br />RECOV. <br />FT/FT <br />BLOWS <br />per 6" <br /> <br />STM Ya s No. : v.2.. <br />SURFACE CONDITION: <br /><a <br />SOIL/ROCK DESCRIPTIONVV-54CA 014 SOIL VAPOR <br />iD <br />P9 W D <br />ac Hs re <br /> <br /> <br /> I Z 1 V% &CAVA A W QA <br /> I0,Z" to kv' No RECOVL <br /> <br />1 A -)q 9-V to t <br />2 ??'?o W - Co'ti - %ANt) <br /> AN G V F <br /> ?- 1 ' o <br /> 14' fe. t5/2' SILTST©NE <br /> 1IA-Y ?i G1Ye vex s ?{' Yac?. <br /> \1 P-y NMoi3 LAi\ <br />J t <br /> who. <br />16 ° BO KEVAO LE 15/2.`( tot 1' NO 9 F-cov rg-91 <br /> Av ere to l <br />?3 ? ©F 13o?E?oL? <br /> <br />l8 ho I -ro 9,1 N W L <br /> ?N s-? q u.?T ? oN <br />19 MW - 1 <br /> <br />20 <br /> <br />LOCAT ION S KET CH DENSITY PROPORTIONS: REMARKS WEATHER <br /> <br /> <br /> <br />Q (aA/` GRANULAR: <br />0-10 Looae <br />10-30 Hod Deno <br />30-60 Dense <br />>50 Very Dense COHESIVE: <br />0-4 son <br />4-8 Hod Stiff <br />8-16 Stiff <br />16-30 Very Stiff <br />0-10% T.,c. <br />10-20% utue <br />20-36% Some <br />36-609 And <br /> <br />• <br /> <br />/ <br />LAG STATUS: <br />?Ip e?-?v?ravro`cau?mt?cad <br />PRELIMINARY. FINAL