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s <br /> CLIENT 14 — BOREHOLE LOG <br /> PROJECT LOCATION pNe-^ s��A r"� BH NO._M U--'-_7 <br /> PROJECT NO. 0 6- 3! PAGE —3--OF 3 <br /> NORTH DRILLER De,k o,f-a- C�r,(I ,r DATE START <br /> EAST RIG C M f_ 75- DATE FINISH <br /> GRD ELEV. Sod, y ' BITS 22�to FLUIDS N:5�. TOTAL DEPTH S 7 <br /> TOC ELEV. LOGGED BY I. C I WATER DEPTH <br /> SAMPLE TYPES: SAMPLER SPECIFICATIONS: ►.)�+s_ <br /> T Cuttings WS Wash Length Material <br /> SS Split Spoon NX NX Core O.D. Liner <br /> DC Dry Core CS Continuous Sampler I.D. Other <br /> Other: <br /> DEPTH BIT SAMP SAMP RECOV. BLOWS SYM SURFACE CONDITION: Dr�v �O11. °�El <br /> R <br /> (FT.) CASIN N0. TYPE FT/FT per 8' SOIL/ROCK DESCRIPTION BG HS lCore <br /> C i <br /> C? <br /> nr� � <br /> — <br /> C� 5�- Sr ►..add bra, 5. /t3f�..._ � i.s. <br /> ci _-.___-._____.—_i__ <br /> � r <br /> Z - M rrt S,IfSf�. . frS. <br /> r�A �sra,y sk..-U <br /> C Q e.-4 ! <br /> m <br /> LOCATION SKETCH DENSITY- PROPORTIONS: REMARKS WEATHER <br /> GRANULAR: COHESIVE: <br /> 0-10 Loose 0-4 Soft 0-10% Trace <br /> 10-30 Med Dense 4-8 Med Stiff 10-20% tattle <br /> 30-50 Dense 8-15 Stiff 20-35% Some <br /> >50 Very Dense 15-30 Very Stiff 35-50% And <br /> LOG STATUS: <br /> PRELIMINARY: ✓ FINAL- <br />