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<br />~;::.~~':;'~:'.m.tio" GEOLOGIC LOG OF DRILL HOLE SHEET", 2,., OF,.3",..
<br />
<br />FEATURE........ .S.a.l.v.a.g~. ~~.l.l~................. PROJECT... ~~Y.:-. 9~?~~~ .~-:~~~.................. STATE........ ~~~~~~?~.....
<br />H 's _" LOCATION. Sta.o.lc2" 38c12c32.CDC"., 7555.2 900
<br />OLE NO. . . . W........ COOROS' E GROUND ELEV. ............... DIP (ANGLE FROM HORlZ.). . . . . . . . . . . . . . . . .
<br />. N............... ........... TOTAL
<br />BEGUN. .1",,:26-:82 . . FINISHED. . S:-~9:-6~.. . DEPTH OF OVERBURDEN . .~q~~~~... .. DEPTH.8.O:.1,2.',... BEARING..........................
<br />DEPTH AND ELEV, OF WATER 9 16 7547 37 5-29-82
<br />LEVEL AND DA TE MEASUR ED. . . : . . ~ . . . . . : . . ~ . . . . . . . . .. LOGGED BY. . G~ . Rusb . . . . . . . . . . . .. LOG REVIEWED BY. . It.. Nea.L . . . . . . . . . . . . .
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<br />
<br /> ,. PERCOLATION TESTS <zi=' r- '"
<br /> '" ...'" ~"
<br />NOTES ON WATER TYPE ww . ~2~ o.W u
<br />LOSSES AND LEVELS, AND "',. DEPTH . ~... WW 'r" ~~
<br />cc (FEET) " ..." .......~ c~ w... CLASSIFICA TION AND
<br />CASING, CEMENTING, SIZE uu ~ 0. W _ ~c ....~ PHYSICAL CONDITION
<br />CAVING, AND OTHER OF ~... ;l....
<br />W LOSS . .~ o.W
<br />DRILLING CONDITIONS HOLE '" FROM . -'0 " "...
<br /> (~;E'=\ TO ~ ""
<br /> (~) (G. P.M.) (P.S.I.) (MIN.) ~/
<br />
<br />*141 .44 f om we t 1in
<br />129 37 fr m sou h lin
<br />
<br />105.
<br />
<br />pO
<br />
<br />Top surfa e cas ng - 556. 3
<br />
<br />110
<br />
<br />T .D-. 121.0'
<br />
<br />~~
<br />
<br />118. f--
<br />12D 1-
<br />121.
<br />
<br />-
<br />
<br />130-
<br />
<br />:,30-
<br />
<br />1.0-
<br />
<br />
<br />040-
<br />
<br />l50~
<br />
<br />,50-
<br />
<br />]60
<br />
<br />60-
<br />
<br />.
<br />
<br />1l0-
<br />
<br />70
<br />
<br />.
<br />
<br />180
<br />
<br />80
<br />
<br />190
<br />
<br />90-
<br />
<br />eXPLANATION
<br />
<br />iCORE
<br />LOSS
<br />
<br />CORE
<br />RECOVERY
<br />
<br />Type of hol. . . . . . . . . . . . . . . D . Dlomond, H _ Hoy".Ult., S _ Shot, C . Chum
<br />Hole sealed. . . . . . . . . . . . . . P _ Pocl.." Cm _ Cemented, C. . Bottom of co.ing
<br />Appro... .ll,. of hol. (X...rl..). . E.. _ 1.1/2", A.. .. 1-7/8", B" . 2-3/8", H.. _ 3"
<br />Approlt. .lze of cor. (X...ri..). . Ex. 7/8';' A.. .. 1.1/B", 0" _1.S/8", Nx _ 2.1/8"
<br />Out.id. .110.01 cO.inq IX...,ie.). Ex _ ).13 16", Ax.. 2~1/"", 0".. 2-7/&", N.. _ 3-112"
<br />Inside dio. 01 cosing (}(.serl.s).. Ex _ 1.112", A.... '.29/32", Bit _ 2.318", N.. - 3"
<br />,,-
<br />
<br />30.0' to 40.0' LEAN CLAY: Approximately
<br />80% fines of medium plasticity;
<br />approximate ly 20%: fine sand ;\lno
<br />dilatancy; maximum size. fine sand;
<br />brown; moist; no HCl reaction. (CL)
<br />
<br />40.0' to 65.0' POORLY GRADED SAND:
<br />Approximately 95% medium to predomina-
<br />ntly fine" subrounded sand; quick
<br />dilatanc~; maximum size, medium sand;
<br />brown; v~y wet; no HCl reaction.
<br />(SP) )
<br />
<br />65.0' to 70.0' LEAN CLAY: Approximately
<br />90% fines of medium plasticity; appro-
<br />ximately 10% fine sand; no dilatancy;
<br />maximum size, fine sand; blue; moist;
<br />no HCl reaction. (CL)
<br />
<br />70.0' to 80.0' POORLY GRADED SAND:
<br />Approximately 95% medium to fine
<br />subrounded sand; approximately 5% non-
<br />plastic fines; quick dilatancy;
<br />maximum size, medium sand; blue; very
<br />wet; no HCl reaction. (SP)
<br />
<br />80.01 to 95.0' LEAN CLAY: Approximately
<br />90% fines of medium plasticity; appro
<br />ximately 10% fine sand; no dilatancy;
<br />maximum size, fine sand; brown and
<br />gray; no HCI reaction. (CL)
<br />
<br />95.0 to 105.0t POORLY GRADED SAND:
<br />approximately 95% coarse to fine sub-
<br />rounded sand; approximately 5% noo-
<br />plastic fiees; quick dilatancy;
<br />maximum size, coarse sand; brown; ver,
<br />wet; no HCl reaction. (SP)
<br />
<br />105.0t to 110.0' LEAN CLAY: Approximat y
<br />907. fines of medium plasticity;
<br />approximately 10% fine sand; no
<br />dilatancy; maximum size, fine sand;
<br />blue; moist; no HCI reaction. (CL)
<br />
<br />110.0' to 118.0' POORLY GRADED SAND:
<br />Approximately 957. fine sand; Approxi-
<br />mately 5% non-plastic fines; quiCk
<br />dilatancy; maximum size, fine sand;
<br />brown; very wet; no HCl reaction.
<br />(SP).
<br />
<br />
<br />118.01 to 120.0' LEAN CLAY: ApproximatE ly
<br />90% fines of medium plasticity; appro I-
<br />imately 10% fine sand, no dilatancy;
<br />maximum size, fine sand; blue; moist;
<br />no HCl reaction. (CL)
<br />
<br />2
<br />
<br />3
<br />
<br />SW-4
<br />
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