<br />
<br />Match line - - ---_......
<br />Dwg 382-0-804
<br />
<br />PROJ
<br />DH 416
<br />EI,47612
<br />2~:R
<br />I I
<br />
<br />WL I I
<br />E' 47439.y 11
<br />11- 21-68 ~,l
<br />
<br />[ I
<br />3'h
<br />
<br />38.1'~
<br />[ I
<br />t I
<br />I I
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<br />I I
<br />II
<br />til
<br />11
<br />II
<br />
<br />90.I'W
<br />L;j
<br />98,5'f4
<br />I I
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<br />lej
<br />kJ
<br />r j
<br />r-J
<br />H
<br />~~j
<br />f~
<br />IJ
<br />L 1
<br />r I
<br />'68q-4
<br />[I
<br />177 7'B
<br />10-25-68
<br />
<br />4800 ,-
<br />
<br />PROJ
<br />E~~i~;~\
<br />
<br />PROJ
<br />DH 118
<br />Ei 4762,8
<br />
<br />PROJ PROJ
<br />DH 5 DH 408
<br />EI 47624 EI 47621
<br />
<br />PROJ
<br />DH 416
<br />EI 4761.2
<br />
<br /> 4750 ' j II L--; ----"'--'=-
<br /> -i,. 10~68-.\-j :1 I 9-13-66
<br /> I
<br /> I II I
<br /> 1 II I
<br />z 4700 -I ~
<br />0 1 19-" 66
<br />~
<br /><[ ", I I
<br />>
<br />w I I
<br />C;; 4650 - ----U
<br />
<br />
<br />1-11
<br />5~20-48 I
<br />I
<br />I
<br />---I 1
<br />I I
<br />I I
<br />u
<br />
<br />10- 3-68
<br />
<br />1 -y Woh._1 I
<br />I 4-'8-68WL. i-I I
<br />11-21-68 I
<br />I I
<br />I I
<br />1 I
<br />I I
<br />I I
<br />I I
<br />I I
<br />I I
<br />I I
<br />--I I
<br />LJ
<br />
<br />4-18-68
<br />
<br />4600
<br />
<br />"c
<br />
<br />10-25-68
<br />
<br />4550.
<br />
<br />0-2.2' SILT: 907. no to low plasticity fines, 107. fine
<br />sand' max size meditun sand, high reaction to HCl,
<br />low dry strength, dry, hardness 3, tan, numerous small
<br />toots. (ML)
<br />2.2'-31.0' SANDSTONE: With shale 27.7'-28.4' (sent to
<br />Chief Engineer's Lab prior to Logging), and 0.01 at
<br />30.81; sandstone is predominantly fine to medium quartz
<br />grains, sugary appearance, porous-water ~rop~ placed. on
<br />core are quickly absorbed, crossbedded 5 -30 from l~ne
<br />normalm core axis, a few paper thin carbonaceous strea~s
<br />28.4'-31.1', noncalcareous, however the core has a partlal
<br />coating left by drill water that has a high reaction to
<br />HCl; numerous small vugs (pinhead) to 25', hardness ~-7,
<br />fresh broken surface is slightly friable, grayish wh~te.
<br />31.0'-38.1' SHALE. Waxed and sent to Chief Engineer's Lab
<br />prior to logging. Adjacent holes indicate it to be a
<br />clayey, fissile, dark gray shale which air-water-'slakes
<br />38 I~~~g~l; SANDSTONE: With occasional shale seans and
<br />.carbonaceous streaking and bedding; sandstone is composed
<br />of fine-medium quartz grains, sugary texture, porous-
<br />water placed on core is readily absorbed, noncalcareous.
<br />Core is partially coated with drill water residue that
<br />has high reaction to HCl, crossbe~de~ ?_250 measured,
<br />from a line normal to core axis, ~nd1v~dual beds 0.2 -
<br />2.0' thick, hardness 7, slightly friable on broken
<br />surface, core breaks readily along bedding, sandstone
<br />below 80.0' becomes finer, siltier, and harder (7-8);
<br />thin carbonaceous streaks 73.5'-77.0', 3/4" carbonaceous
<br />chunk at 43.7 I; shale occurs; paper thin at 38.21,
<br />C ~4' at 38 2' 0.15' at 38.6', 65.5'-66.9' 0.08' at
<br />67'8' 0 08i at 72.6',0.01' at 77.1',77.9' 78.71, and
<br />78:85', ~everal 0.011 at 81.5'-83.2', shale 83.2'-83.91,
<br />006' at 84 5' 86.2'-86.9' (to Chief En~ineer's Lab
<br />p;ior to loggi~g), 0.02' at 87.5',89.5'-89.6'.
<br />0.01' at 89.8', shale to 67.8' is dark gray, silty, brittle,
<br />noncalcareous hardness 6-7, and does not air-. or water-
<br />slake; shale below 67.8' is clayey - waxey luster when
<br />po 1 ished, noncalcareous, air- and water- slakes, some cor7
<br />damage during drilling, dark gray, Max. core length 7.0
<br />aver age 1.5 I .
<br />90.11-98.5' SHALE fissile, clayey, waxy luster when.
<br />polished noncaicareous hardness 5-6, can be cut wlth
<br />knife air-and water-sl~kes in 5-10 minutes, considerable
<br />core damage from drilling, dark gral'; occasional 0.05'
<br />thick brittle, sandy siltstones; 70 open joint at 91.2'.
<br />98.5'-168.2' SIIALE: Hardness 5-6, scratches with knife,
<br />gray to black, fissile (varies to nonfissile), air-slakes
<br />in !40 milutes after exposure, noncalcareous. Occasional
<br />scattered zones do not air-slake. Occasional laminae of
<br />calcareous, sandy silt to 1/4". Core damaged by drilling
<br />the softer shales.
<br />125.4' - Thin coal seam 1/16" thick along joint plane.
<br />135 _ 2 '-135.7 '- Light gray bentonite zone. Destroyed when
<br />removed from core barrel.
<br />135.7' -136.2', 138.6' -139'. 9', and 162.2' -164.3' - Sandy
<br />siltstone, noncalcareous, hardness 7, calcite healing
<br />on_breaks.
<br />168.2'-177.7' SANDSTONE: Hardness 6, light gray, medium to
<br />fine' grained, fairly well cemented, slightly friable,
<br />scratches with a knife. Rounded to subrounded gravels to
<br />1/2" imbedded in matrix.
<br />NOTE Artesian seep -Water level above ground surface 4761,2+
<br />Jar,uary, 1970
<br />
<br />PROJ
<br />DH 104
<br />EI. 4759.4
<br />
<br />_J'~~j
<br />2-"-66 I
<br />I
<br />I
<br />I
<br />I
<br />I I
<br />I I
<br />u--
<br />
<br />PROJ
<br />rH 104C
<br />EI. 4758.6 -. -
<br />PROJ
<br />o H 409
<br />El 4757.5
<br />
<br />PROJ
<br />DH 4t5
<br />EI47564
<br />
<br />PROJ
<br />DH 121
<br />EL47558
<br />
<br />
<br />
<br />I
<br />I I
<br />
<br />~12-68
<br />
<br />--.W.L .-
<br />I I \4-~.1~'68 10=29-68'-'1 I
<br />I I I I
<br />1 I I I
<br />4~68~ I
<br />I I
<br />1 I
<br />I 1
<br />u
<br />
<br />9-16-66
<br />
<br />I
<br />I
<br />I
<br />1 I
<br />--LJ---
<br />
<br />1 I
<br />I I
<br />I I
<br />I
<br />-I I-
<br />I I
<br />I I
<br />I 1
<br />_LJ
<br />
<br />2-17-66
<br />
<br />9-25-6810_11_68
<br />
<br />PART 2C OF SECTION A-A
<br />
<br />PROJ
<br />DH 104
<br />
<br />E I, 47594
<br />L~:B
<br />I I
<br />W L .L..i
<br />~~_?4,,!~~,_~+u1
<br />2 - "-66 I I
<br />t 1
<br />29"~
<br />1-1
<br />385'H
<br />I I
<br />II
<br />11
<br />: I
<br />[I
<br />I j
<br />II
<br />8'9'W
<br />I j
<br />895't=J
<br />I-I
<br />I J
<br />I nl
<br />IIO'S
<br />2-17-66
<br />
<br />50 0 50 100
<br />I I I I I I ~ I 1 I I I
<br />SCALE OF FEET
<br />
<br />0-1.6' SILTY SAND: About 80'7. hard sand, predOOlinately
<br />fine, about 20% nonplastic fines. Moderate reaction to
<br />HC1. Maximum size: fine sand. Color: brown.
<br />Moisture: dry. (SM)
<br />1.6'-12.5' SANDSTONE: Hard, cemented, fine to medium-
<br />grained, sugary, moderately porous. 1.6'-2.9' slightly
<br />calcareous; 2.9 -12.5' noncalcareous; 8.6'-12.51 moder-
<br />ately fractured (10-15 fractures in 3.9') (heavy limonite
<br />staining on fractures). Fractures diV 500 and 900. Core
<br />badly broken 2"-4" pieces. 1.6'-8.6 slightly fractured
<br />(3-4 fractures in 7.0'), vuggy a~pearance (numerous small
<br />(1/16") solution cavities). 4.2 -7.1' heavy carbonaceous
<br />seams in bedding (approximately 3"_611 apart). Beds dip
<br />25". Slightly crossbedded. Color: greyish white.
<br />Maximum core length is 1.0' Average core length is
<br />.3' - ,4'.
<br />12.5'-29.1' SANDSTONE: Hard, cemented, fine to medit.ml-
<br />g~ained, sugary, nonca lcareous, moderately porous.
<br />18.8'-20.0' slightly fractured, 4 fractures dip 50" and
<br />dne iron-stained fracture dipping 800. Broken core. 3'
<br />Ipieces. 25.4'-28.2' Two fractures (iron stained), one
<br />lopen fracture with slight pyrite mineralization running
<br />length of core and dippinl; 80"-85". Beds dip 20".
<br />23.6'-23.9' few thin carbonaceous streak.. 25.5'-25.6'
<br />2-1/4" shale beds. Maximum core length is 2.51. Average
<br />core length is .5' - .7' .
<br />29.1'-36.5' SHALE: Hard, dark grey shale, nonealcareous,
<br />very slightly sandy. Nonfractured. Two fractures, one
<br />at 31.0' and one at 31.3' dip 50". Slightly fissile.
<br />Core breaks to 1/16" to 1/4" beds with moderate hand
<br />pres_ure. A few streaks of gypsum coatings 36.0'-38.0'.
<br />Average core lengths are .2'-.3'. Beds dip 0.50.
<br />38.5'-81.9' SANDSTONE: Hard, cemented, fine to medium-
<br />grained) noncalcareous, sugary, moderately porous.
<br />Slightly fractured. Beds dip at 15"-30". Slightly
<br />crossbedded. Slight pyrite mineralization filling
<br />solution cavities at 43.1' and 45.9'. A few zones
<br />having soft carbonaceous streaks, and one seam .5' wide.
<br />A few thin (up to .5") shale beds in zones. 70.5'.
<br />71.5' interbedded sandstone and shale (shale beds up to
<br />0.4'). 71.5'-72.6 shale inclusions in medium-grained
<br />sandstone. There are l' zones of vuggy appearance
<br />(1/16" solution cavities). Maximum core length is 2.9'
<br />Average core len~th is 1.0'.
<br />81.9'-89.5' SANDSTONE and SIIALE: Interbedded hard, gray,
<br />noncalc~reous shales WTith hard, cemented, fine-grained
<br />noncalcareous sandstonie. Sandstone beds vary from .5'
<br />to 1.0'. Nonfracturedl. Beds dip 0_50. Haxim1.m core
<br />length is 1.0'. Averalge core length is 0.2'-0.4'.
<br />
<br />89.5'-110.0' SHALE: Hatrd, gray-black, noncalcareaus,
<br />slightly fissile. COIre breaks into 1/16" to 1/4" beds
<br />with moderate hand \?r",ssure. Slightly fractuted.
<br />Fractures dip at 50. Some gypsum coatings, slight
<br />pyrite mineralization in a few zones. Nonweethered.
<br />Ma.ximum core length iss .6'. Average length is O. 2' .
<br />
<br />NOTE Water level elev. 47419.5 Januory, 1970
<br />
<br />PROJ
<br />DH 4t7
<br />
<br />PROJ
<br />DH 414
<br />EI 4756,4
<br />
<br />PROJ
<br />DH 6
<br />EI 4759,6
<br />
<br />E14763.4
<br />a'
<br />~
<br />f I
<br />t I
<br />WL II
<br />~~~:~9 \ f.:1
<br />l I
<br />t1
<br />I:
<br />I j
<br />II
<br />II
<br />f.1
<br />11
<br />1.1
<br />t 1
<br />1 I
<br />II
<br />t 1
<br />
<br />"'~
<br />
<br />~
<br />113.3'S
<br />10-3-68
<br />
<br />WL co\-1 1"1 I
<br />10-29-68 I LJ I
<br />:: 5-2am-48 t
<br />I 1
<br />__I I--n----
<br />I 1
<br />1 I !
<br />I 1
<br />l...J
<br />
<br />PROJ
<br />DH 104 C
<br />E'- 4756.6
<br />O'n
<br />W.L 11
<br />~~_i;~:69 -\-~ 1
<br />II
<br />~ I
<br />tl
<br />LJ
<br />~:Jf1
<br />
<br />428'W
<br />10-12-68
<br />
<br />9-19-68
<br />
<br />,
<br />V-Match line
<br />Dwg 382-0-806
<br />
<br />PROJ
<br />DH 118
<br />EI 47628
<br />0''1
<br />fl
<br />I I
<br />WL ~I
<br />~'~~~~'~6 ~ ]
<br />t 1
<br />tl
<br />I I
<br />37'H
<br />I I
<br />f I
<br />11
<br />fl
<br />f I
<br />62,4'0
<br />9-13-66
<br />
<br />0-94.3' SANDSTONE with occasional shale beds and carbon-
<br />aceous laminae; sandstone is primarily composed of fine
<br />to medium quartz grains, sugary texture, porous - water
<br />placed on core surface is readily absorbed, noncalcar-
<br />eous; core has partial coating from drill water that has
<br />high reaction to HCI, hardness 6-7, is slightly friable
<br />on broken surface, occasional large ~1/4"-1/2") vugs
<br />0-13.0' and 81.0'-83.0'. 65.5'-67.2 is very porous and
<br />friable, appears to be solution zone, light gray-white
<br />has light oil stains 28.0'-38.0'; numerous carbbnaceous
<br />streaks and laminae 69.0'-77.0'; shale, fissile, clayey-
<br />waxy luster when polished, nonca1careous, hardness 5,
<br />can be cut with knife when fresh, a few shrinkage
<br />cracks from drying, oore partially damaged by drill
<br />water durin~ coring occurs at: 22.7'-22.8', 0.05' at
<br />23.4'. 0.01 at 64.9', 67.2'-67.5', 0.05' at 89.7',
<br />0.1' at 90.2',0.01' at 91.6', and 91.8'-92.5'. Open
<br />bedding planes are vufgy 0-13.0'. Rusty and vugged open
<br />bedding ~lane at 29.6 .
<br />94.3'-113.3 SIIALE with thin (0.05') silty fine-grained
<br />sandstone lens, shale is fissile, clayey, waxy luster
<br />when polished, hardness 5, can be cut with knife when
<br />fresh, scratched by knife when dry, breaks readily but
<br />irregularly along bedding planes, shrinkage cracks after
<br />drying, core eroded by drill water, badly eroded 105.7'
<br />to 113.3', dark gray; open 30" joint at 106.5'.
<br />
<br />0-34.5' SANDSTONE
<br />34.5'-34.8' SHALE: HE~dness (5) hard to crush chips in
<br />fingers, brittle, clayey, fresh, fissile to slightly
<br />blocky with silty dolOlllitic laminae, dark, gray; Max.
<br />core length 1/2" average 1/4", air-slaked, completely
<br />deteriorates after 5 min. in water, eroded 1/10" deep
<br />frOlll drill water.
<br />34.8'-42.8' SANDSTONE: Hardness (7) only lUllps smaller
<br />than 1/2" can be broken w/pliers, fine-med. grained,
<br />sugary and moderately porous, few solution vugs (1/10-1/4")
<br />to 37.51, crossbedded 30_150 to core axis, beds 0.2'-1.3'
<br />thick, shale bed 0.4' thick (sane as shale @ 34.5') at
<br />36.41 and 1/2" bed @39.0', carbonaceous laminae along
<br />bedding planes in part and lightly banded w/s...e grayish
<br />white; max. core length: 0.7',average 0.21., vert. jt.
<br />tight-open (1/16"), 39.2'-40.0"
<br />
<br />PROJ
<br />DH 4t4
<br />EI 4756.4
<br />a'n
<br />W.L. 45'tJ
<br />
<br />10:'2:_:~6 \li
<br />[I
<br />~ .
<br />r I
<br />11
<br />11
<br />I I
<br />f I
<br />11
<br />~ j
<br />I I
<br />I I
<br />I I
<br />I I
<br />,I
<br />11
<br />I I
<br />98'H
<br />I034'W
<br />9-19-66
<br />
<br />0-4.5' CLAY, silty, 85'7. low plasticity fines, 15'7. fine
<br />sand; max1mtnn size recovered medium sand, high reaction
<br />to HCl, dry, hardness 3, 1" dry chunks can be crushed
<br />with fingers, tan; numerous rootlets, several lime vein-
<br />lets at 3.0'. (ML-CL)
<br />4.5' -98.0' SANDSTONE, composed primarily of fine to medium
<br />quartz sand, has sugary appearance and texture, porous,
<br />drops of wa ter dropped on surface are absorbed quickly,
<br />occasional carbonaceous bedding, paper thin to 1/16",
<br />carbonaceous banding and streakin~ is numerous and con-
<br />torted giving marbled effect 30.1 -37.0' and 79.6'-85.6',
<br />core breaks readily along these planes, crossbedded
<br />100_300 depositional dip normal to core axis, 0.1' to
<br />2.0' beds, 1/8" vugs are cotIlDOn and in horizontal bands
<br />to 25.0', below 25.0' are occasional and no pattern and
<br />larger (1/8"-3/8") noncalcareous, hardness 7, but is
<br />slightly friable on a freshly broken surface, dirty
<br />white with gray to black streaking; several shale beds
<br />c.f varying thickness, silty, hardness 6, can be scratched
<br />with a knife, dark gray, paper thin bedding, does not air-
<br />or water slake noticeably, shale occurs: 0.031 at 32.3'
<br />and 32.6', 33.7'-33.8', 0.01' at 34.4' and 34.9',
<br />78.9'-79.5', 83.3'-83.55', 0.02' at 83.75'4 84.45'-
<br />84.55', several paper thin laminae 72.6'-7 ."7' and
<br />93.9'-95.3'; a clayey shale, dark gray, waxy luster
<br />when polished, hardness 5-6, air-slakes and water-slakes
<br />rapidly, 93.8 -93.9', 95.3'-96.1' and 96.9'-97.3';
<br />97.4'-98.0' is alternating 0.03'-0.1' layers of sand-
<br />stone and shale; siltstone 93.9'-93.4', hardness 6-7,
<br />paper thin laminae, noncalcareous, dark gray. Open
<br />rusty bedding: 30.4', 31.5', 31.6', 32.5', numerous
<br />fresh bedding breaks, but impossible to determine if
<br />drill caused. Maximum core length: 5.0', average 1.5',
<br />many breaks appear to be drill caused.
<br />98.0'-103.4' SIIALE, clayey shale with an occasional silt-
<br />stone (hardness 7 - light gray), lens 0.05' to 0.2'
<br />thick, paper thin laminations, hardness 5-6, can be cut
<br />with knife, core breaks readily along bedding planes,
<br />dark gray to black, noncalcareous; shrinkage cracks
<br />develop a few minutes after exposure to air, water
<br />turns it to fat c lay in 5 minutes, pyrite along some
<br />bedding planes. Max. core length: 1.0', average 0.5',
<br />breaks are probably drill caused. Core badly eroded by
<br />drill water.
<br />
<br />PROJ
<br />DH 409
<br />EI. 4757.5
<br />a'
<br />Fj
<br />
<br />W.L 7'p1
<br />E I.:...~?~~,~ ~::, i
<br />4-"-S8-- " I
<br />I I
<br />f,. J
<br />29'~
<br />@
<br />'.7'F'!
<br />f]
<br />f]
<br />4!;t.S'L.]
<br />4-11-68
<br />
<br />PROJ
<br />DH t21
<br />EI, 4755.8
<br />O'Q
<br />
<br />t";l
<br />hI
<br />"'5,8
<br />[ I
<br />tl
<br />t I
<br />I I
<br />rl
<br />449'f=!
<br />II
<br />['1
<br />t I
<br />63.2.LJ
<br />9-16-66
<br />
<br />PROJ
<br />DH 5
<br />E14762.4
<br />o'n
<br />II
<br />II
<br />t4'L.J
<br />5-20-48
<br />
<br />0-37.0' SANDSTONE: Hardness (6), 1/2" lumps can be broken
<br />w/pliers, fine-medium grained, porous-mod. r.orous,
<br />slightly weathered w/few solution vugs (1/8 '-1/4")
<br />slightlr crossbedded dipping 50_20" to core axis, beds
<br />are 0.3 -2.2' thick, top 3' is limy limonite stained
<br />at 26.6', for the most part carbon ;'odules (1/4"t) and
<br />stained bands along bedding planes, gray w/banded dark
<br />brown stains; few open joints. dipping 750 to core axis
<br />and broken into (I":!) pieces in part. Max. core length
<br />2.2' average 0.3' and 0.6'.
<br />37.0'-62.4' SANDSTONE: Hardness (6) 1/2" lumps can be
<br />broken w/pliers, fine-medium grained. sugary and mod-
<br />erately porous, more porous between 42' and 441 beds
<br />dip 5-_100 to core axis and are 0.4'-2.41 thick' wavy
<br />carbonaceous laminae 42' -44 I, be low 44 I to tota i depth
<br />are few carbon streaks (l"t) wide grayish white' open
<br />joint at 56.71 dipping 750 to cor~ axis, max. co~e
<br />length 2.41. average 0 _ 7 I.
<br />
<br />l.-..
<br />
<br />PROJ
<br />DH 4t5
<br />EI'o,4756,4
<br />0.7'A
<br />0-7.0' SANDSTONE: Hardness 6. MediUll-to fine-grained WL t.)
<br />sugary and po:ous, ~lig~tly weathered and vuggy (l/l()"f) I~I~~;~~.~'-\-l I
<br />cro~sbed~ed d~p 10 -20 normal to core axis. Beds f.1
<br />1.0 -2.0 thick, top 3.0' slightly limy, light gray; healed 11
<br />joint diGfting 75" normal to core axis, healed with limy fJ
<br />silt (1/ ') and limonite stained at 4.8', slightly oo"j
<br />fractured and broken top 2.5'. Max. core length: 1.51 I>.:':
<br />l.' average 0.5 I . 2B.7'~
<br />V.0'-29.0' SANDSTONE: Hardness 7. Fine-grained, slight ,,-j..
<br />to moderately porous, fresh crossbedded 100 _200 normal 347 r-.-1
<br />to core axis, beds 1.0'-2.5' thick, carbonaceous seams II
<br />and vuggy along bedding planes, slightly limonite stained, t I
<br />slightlyvuggy 0/16"t) 8.3'-20.0'. Light gray to rusty t I
<br />gray; few healed joints with silty limonite stained limy I J
<br />at 15.5', dip 600_850 normal to core axis, max. co;e 1..:1
<br />length 3.2', average 1.5' .....
<br />29.0'-36.7' SHALE: Hardness 5. Clayey-silty with 8everal II
<br />silty laminae, beds 0.4'-0.6' thick dipping 3" normal I I
<br />to core axis, botton 2.0' has alternating beds of II
<br />sandstone 0.J'-0.6' thiCk, fissile, dull black, silt '.'1
<br />healed joint 0/10") at 3L.0' dipping 25" normal to I
<br />core axis, air-slakes along planes of fissility, water F,J
<br />slakes in 5-10 minutes. Max. core length 0.8', I.. )
<br />average 0.5'. ..
<br />36.7' -49.5' SANDSTONE: Hardness 7. Fine-grained, sugary [I
<br />and slightly porous, crossbedded 100 _200 normal to core 88,6'H
<br />axis, beds 0.6' -1. 5 thick, banded with carbonaceous ':'oj
<br />laminae 3/4" to 1.0' apart, slightly vuggy (1/16") 41'-45', II
<br />light gray with charcoal banding; open joint dipping 55" I I
<br />normal to core axis at 49.0', few near vertical tight 1032'U
<br />fractures. Max. core length 1.51, average O.SI. 9-25-68
<br />
<br />0-20.5' SANDSTONE: Hardness (6-7), hard to crush 1/2"
<br />lumps w/ pliers, fine-med. grained, su~ary and porous,
<br />moderately weathered, cross bedded 5-20 dip to core axis
<br />beds 0.3' -2.5' thick, bottcm 1. 8' has many wavy carbona~eou8
<br />laminae, rusty gray; joints have strong limonite staining
<br />along joint planes, vertical open joints (broken in
<br />part) 0.5'-6.0', 11.5'-16.2', and tight 17.4'-19.0',
<br />max. core length 1.5', average 0.6'.
<br />20.5'-44.9' SANDSTONE: Hardness (7), very hard to crush
<br />1/2" lu:nps w/pliers, medium-grained, very sugary and
<br />porous, fresh. crossbedded dips 150 _250 to core axis
<br />beds 0.3'-3.0 thick, manx carbonaceous laminae '
<br />throughout and about 1/10' thick along bedding planes,
<br />many wavy shale beds 1/2 -1 1/2" thick frOlll 30 3' -31 4'
<br />gray with black laminae bands; max. core length; 2.0'. ,
<br />average 0.2'.
<br />44.9' -63.2' SANDSTONE: Hardness (8) has a dull ring w/
<br />h3lIlller blow, fine-med. grained, slightly-mod. porous
<br />crossbedded, 100_200 dip to core axis, beds 1.0'-6.0'
<br />thick, massive, carbonaceous seams (1/1011) along bedding
<br />plane@45.5' and 49.l',vugs (1/16-1/4") 49.1'-50.2',
<br />grayish white; max. core length 3.7', average 0.9'.
<br />Water level data not obtained.
<br />
<br />PROJ
<br />DH 6
<br />EI 4759,6
<br />O'~
<br />II
<br />65'H
<br />t.]
<br />t I
<br />178 'LJ
<br />5-20~48
<br />
<br />0-14.0' SANDSTONE.
<br />No water level data available>.
<br />
<br />0-0.7' CLAY, silty, 90io low plasticity fines, 10'7.. fine
<br />sand; maximun size medilDTl sand, high reaction to HCl,
<br />medilB dry strength J dry. hardness 3, tan; numerous
<br />small roots. (CL-ML)
<br />0.7 '-28.7' SAND3TONE with a few thin shale and carbonaceous
<br />l-:-inae helow 20.0'; the sandstone is predominantly
<br />f~ne-medium quartz grains J sugary appearance, porous -
<br />drops of water placed on the core are quickly absorbed
<br />crossbedded 50 _300 measured from a 1 ine normal to core'
<br />axis, numerous small (1/16") vugs to 17' then only
<br />occasionally; noncalcareo,:!s; a partial surface coating
<br />on the core due to the dr1ll water has a high reaction
<br />to Hel, hardness 6-7; broken surface slightly friable
<br />grayish ~ite; 0.03' thick carbonaceous layer at 17.2';
<br />shale (sllty and brittle) 0.041 at 20.8', 0.01' at 25.2'.
<br />Several open bedding planes; ones above 18.0' contain
<br />several vugs.
<br />28.7'-34.7' SHALE with 2 sandstone beds (31.6'-32.3' and
<br />34.3'-34.51), fissile, clayey, has waxy luster when
<br />polished, noncalcareous, hardness 5, can be cut with knife
<br />when fresh, scratched with knife when dry breaks readily
<br />but irregularly alonl? bedding planes, shrinkage cracks
<br />were noted after drying. core was water eroded during
<br />drillin~, dark gray.
<br />34.7'-88.6 SANDSTONE with several shale beds below 82.01
<br />saru:tstone is primarily composed of fine-mediun quartz '
<br />gra~ns, sugary texture, porous. water is quickly absorbed
<br />when placed on core surface, cross bedded 5-200 normal
<br />to core axis, a few areas of small vugs (1/16") ntlllerous
<br />vugs (up to 1/4") 74'-76'; noncalcareous, parti~l surface
<br />coating on core due to drill water has high reaction to
<br />He1. Hardr:'ess 7, br~ken surface slightly friable,
<br />grayish wtnte; occaSional carbonaceous laminae and
<br />streaking; shale - clayey. hardness 5, can be cut with
<br />knife when fresh, scratched with knife when dry non-
<br />calcareous, a few shrinkage cracks after drying'
<br />core eroded by drill water, dark gra.y occurs: 0.03' at
<br />46.8', 83.2'-83.5', 84.3'-84.5', (silty and brittle)
<br />84.7'-84.8',85.6'-85.7',0.05' at 86.6',87.1'-88.11
<br />0.02 at 88.3'
<br />88.6'-103.2' SHALE with occasional silty, fine-grained
<br />sandstone lens, fissile. clayey, waxy luster when
<br />polished, hardness 5, can be cut with knife when fresh
<br />scratched with knife when dry. breaks readily along ,
<br />bedding planes. Shrinkag~ cracks develop upon drying,
<br />core badly, damaged by dr11l water during drilling,
<br />very slight reaction to Hel, dark gray. Open )oints
<br />550 at 94.0', 350 at 94.41, 400 at 94.51 has 'slicks"
<br />raking parallel to dip of joint.
<br />
<br />NOTE: Water level elev 4746,6 Januar-y, 1970.
<br />
<br />PROJ
<br />DH 422
<br />E I, 4754,0
<br />[I ~7~9,2 09
<br />'a - 29-=-69-\-1 1
<br />II
<br />~ I
<br />297'f=,!
<br />n
<br />~
<br />~
<br />362'r4
<br />t I
<br />I I
<br />f I
<br />t I
<br />I j
<br />t 1
<br />II
<br />I I
<br />[I
<br />II
<br />II
<br />r I
<br />923'0
<br />fj
<br />1032'~
<br />10-11-68
<br />
<br />PROJ
<br />o H 408
<br />EL4762.1
<br />a9:q
<br />291 1
<br />t I
<br />WL r I
<br />-~~~;~~~+i I
<br />t 1
<br />I I
<br />1 I
<br />I I
<br />t I
<br />t I
<br />1 :
<br />I I
<br />II
<br />1 I
<br />I I
<br />72H
<br />IJ
<br />~ 1
<br />87'~
<br />11
<br />~ 1
<br />98,5'W
<br />4-18-68
<br />
<br />772.0 I
<br />
<br />III
<br />
<br />0-0.7' SAN~: 80'7. poorly graded fine-medium sand 10'7.
<br />nonplast~c fines, 10'7. sandstone gravel (-1 1/211~
<br />limy, brown. (SP) ) very
<br />0.7'-2.9' SANDSTONE: Hardness 6. Fine-medium grained
<br />sugary, porous, vuggy (-1/8"), slightly limy moderat~ly
<br />wea~here~, crossbedded 5~ 15 0 nonnal to core' axis, beds
<br />0.3 -0.6 thick, few carbonaceous laminae light-dirty
<br />gray; few near vertical tight fractures broken in
<br />vart. ,Max. core length: 0.6'; average 0.31.
<br />2.9 -72.0 SANDSTONE: Hardness 7. Fine-medium grained
<br />sugary, moderately porous to porous from 10 2'-13 81 '
<br />and 42.61-48.8', vuggy (-1/811) where found ~ore o~rou8
<br />cr<:>ssbedded 50_150 normal to core axis, beds 0.5'-8.0"
<br />th~ck, several carbonaceous laminae that are broken in
<br />part, reworked and brecciated 67.7'-68.81, li~ht gray
<br />and black ~anded, trace of open joints dip 70 normal
<br />to core ax~s, trace tight near vertical fractures Max
<br />core length: 4.0' average' 2 0' ' .
<br />72.0'-87.0' SANDSTONE: Hard;'es~ 7: Fine-/;lrained, slightly
<br />sugary, moderately vorous, crossbedded 5 _200 normal to
<br />core axi~, beds 0.5 -1.51 thick, shale lense (2") in
<br />lower 18. Many carbonaceo~ laminae limonite
<br />stained 761-78.0', light gray with bl~ck banding'
<br />3 j o+nts . dip 700 no~al to core axis, open at 85 rand
<br />g~99.; tlght at 87.0. Max. core length 1.8'; average
<br />87.0'-98.5' SHALE: Hardness 5. Silty fissile in part
<br />beds 0.3'-0.8' thick dip 3~50 normal'to core axis '
<br />interbedded siltstone (0.1'-0.31) in upper 3.0' dark
<br />gray shal~, light gray siltstone; drill water e;odes
<br />~ore -1/4 deep for most part, air-slakes, water-slakes
<br />in 5-l0minutes. Max. core length; 0.9', average 0.5'.
<br />
<br />0-29.7' SANDS'IONE: Predominantly fine-medium grained
<br />quartz grains with carbonaceous streaking and bedding
<br />planes, sugary texture and appearance, porous, water
<br />drops placed on core surface are readily absorbed-
<br />nonc:alcareous, hardness 6-7, fresh broken surface~ are
<br />friable, core breaks readily along carbonaceous bedding
<br />planes with varying thickness from paper thin to 0 02'.
<br />crOtlsbedded 0-250 normal to core axis, 0.21 to 2.0i '
<br />bedaj lJ#tt gray t~ white, heavily rust-stained 27.6'-
<br />28.2 ; several 1/8 and smaller vugs to 23 5' then
<br />occasional ones, two 1/2" vugs at 19 5' . ,
<br />29.7'-36.2' SMLE: Top 1.0' is gray, brittle, 0.01' platy,
<br />silty, hardness 6, can be scraped with knife' remainder
<br />is clay with occasional hard brittle sand siitstones has
<br />waxy luster when polished, 0.01' plates hardness 5' can
<br />be cut readily with knife, air-slakes and water-s1ak~s
<br />rapidly, core eroded during drilling, noncalcareous
<br />dark gray. '
<br />36.2' -92.3' SANDSTONE: Cdmposed primarily of fine to
<br />medium quartz grains wiUh carbonaceous streaks and bedding
<br />some thin shale lens. sugary texture and appearance, '
<br />porous - water drops placed on core are readily absorbed-
<br />noncalcareous J hardness 7. Fresh broken surfaces are '
<br />friable, core breaks readily along carbonaceous and
<br />sbale bedding flanes; ctossbedded 0-250 normal to core
<br />axia, 0.1'-4.0 beds; ltght gray to white. Shale lens
<br />8'2.9 -83.3', silty, brittle, hardness. 6, grav. Shale
<br />lens,90.3'-9l;4', 92.0'-92.2' and 92.3'-92.7', 88.7'-
<br />90.3 is 0.03 thick sandstone layers with paper thin
<br />parting, the shale is clayey, air-and water-slakes
<br />rapidly, dark gray, hardness 5, can be cut with knife.
<br />Carbonaceous beddinf are paper thin to 0.01', verv
<br />numerous 53.5'-54.2 , numerous and contorted 734'-
<br />74.5', 81.0'-82.9', and 84.0'-84.5'; light gray. to
<br />white; occasional 1/8" vugs with several 1/2" vugs
<br />partially filled with shale and carbon at 80.0'-83.0'.
<br />Several open bedding planes, but some are drill action
<br />caused. Max. core length: 4.0'. average 2 01
<br />92.3'-103.2' SIIAlE: Clayey, thinly bedded (0:01;)
<br />occasional O.OS' thick hard, brittle siltstone l~ns
<br />air-and water-slakes rapidly, noncalcareous hardne~s
<br />5-6, can be cut by knife, breaks readily al~ng bedding
<br />planes, has waxy luster when polished, dark gray'
<br />75" joint at 97.3'. '
<br />
<br />NOTE
<br />For explanation and notes, see Dwg 382- 0 -802
<br />
<br />0-6.0' SAND and CLAY.
<br />6.5 ' -17' 10" SANDSTONE.
<br />No water level data available.
<br />
<br />~ ALWAYS flUnK SAfETY
<br />
<br />UNITED STATES
<br />DEPARTMENT OF THE INTERIOR
<br />BUREAu OF RECLAMATION
<br />FRYINGPAN -ARKANSAS PROJECT- COLORADO
<br />
<br />PUEBLO DAM
<br />LOGS OF EXPLORATION
<br />SECTION A-A
<br />
<br />DENVER,
<br />
<br />
<br />DRAWN L.C - N. R.W.
<br />
<br />SUBMITTED
<br />
<br />TRACED
<br />
<br />CHECKED 10.0.
<br />
<br />RECOMMENDE
<br />
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