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<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 <br />I I <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 <br />H <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 />