ML18003A560
| ML18003A560 | |
| Person / Time | |
|---|---|
| Site: | Clinch River |
| Issue date: | 12/15/2017 |
| From: | James Shea Tennessee Valley Authority |
| To: | Office of New Reactors |
| Fetter A | |
| References | |
| TVACLINCHRIVERESP, TVACLINCHRIVERESP.SUBMISSION.4, CRN.P.PART08, CRN.P.PART08.1 | |
| Download: ML18003A560 (8) | |
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Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-299 of 706
MP-21 0 -Boxes 5 and 6
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~-
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MP-210- Boxes 9 and 10 Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-301 of 706
a me BECHTEL NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee BORING NO.:
MP-211 DRILL METHOD: Mud Rotary/Core COUNTY:
GEOTECHNICAL BORING LOG Prepared By: MBL Date: 3/5/14 Roane, TN Checked By: JCM Date: 3/5/14 SHEET 1 OF 1 I GEOLOGIST: R. Clark DRILLER: S. Snow/D. King Boring Orientation DRILL MACHINE: CME-55 (TSD)
Inclination: Vertical GROUND ELEV.:
779.8 ft (NAVD88) NORTHING:
571,162 US ft (NAD83) EASTING: 2,447,987 US ft (NAD83)
Azimuth:
NA TOTAL DEPTH:
176.0 ft I SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I ROD TYPE: AWJ I HAMMER (I D): 140-lb Auto (373705)
DATE STARTED: 8/18/13 I COMPLETED: 8/271131 HOLE DIA.: 4" ELEV.
(ft) 779.8 f f~.<:l 777.3 774.8 772.3 769.6 DEPTH BLOW COUNT BLOWS PER FOOT (ft) 0.5ft 0.5ft 0.5ft 0
20 40 60 Ground Surface u.u WOH 2
3 5*
2.5 2
6 6
12 5.0 3
4 3
7 7.5 WOH WOH 27 10.2 50/0.2 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-302 of 706 I CASING DEPTH: 10.3 ft I CORE SIZE:HQ3 I BITS USED: 4" Roller Cone SAMP.
L 80 100 0
SOIL DESCRIPTION AND REMARKS NO.
G 779.8 0.0 SS-1
~
FILL: Sandy FAT CLAY with Gravel (CH), brown (7.5YR 5/4, 2.5YR 5/3), medium stiff, moist, high plasticity fines, little to some fine to coarse sand, little angular gravel, few organics,
~
SS-2 no to weak HCI reaction (PP=2.0-3.5 tsf)
~~----------------------4&
ss:3 1-FILL: FAT CLAY (CH), brownish yellow (10YR 6/6), medium
~
stiff to very soft, moist, high plasticity fines, trace to few fine to coarse sand and fine angular gravel, no HCI reaction (PP=0.5 tsf)
SS-4A 771.3 8.5 SS-48
~
770 3 RESIDUAL SOIL: Sandy SILT (ML), reddish brown (2.5YR 9 5 f;;::";:j 5/3), very stiff, moist, low plasticity fines, little to some fine tor-*"'
SS-5 769.4 coarse sand and fine gravel sized rock fragments, strong/ 10.4
~
1H~I~~t~nj_P.!:_=_2:~s.!2_ ____________ J WEATHERED ROCK:
CALCAREOUS SILTSTONE, sampled as Sandy SILT (ML), reddish brown (2.5YR 5/3),
hard, moist, low plasticity fines, some coarse angular sand and fine gravel sized rock fragments, strong HCI reaction 1-Soil drilling halted. Log continues on geotechnical coring log Observed water levels:
5.4 ft bgs, AM 8/19/13 11.9 ft bgs, AM 8/20/13 13.8 ft bgs, AM 8/21113 14.6 ft bgs, AM 8/22/13 1-17.8 ft bgs, AM 8/27113 1-1-
1-1-
1-
a me GEOTECHNICAL CORING LOG Prepared By: MBL Date: 3/5/14 Checked By: JCM Date: 3/5/14 SHEET 1 OF 4 BECHTEL PROJECT NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 COUNTY: Roane, TN I GEOLOGIST: R. Clark SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: S. Snow/D. King Boring Orientation BORING NO.:
MP-211 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-55 (TSD)
Inclination: Vertical GROUND ELEV.:
779.8 ft (NAVD88) NORTHING:
571,162 US ft (NAD83) EASTING: 2,447,987 US ft (NAD83) Azimuth:
NA TOTAL DEPTH:
176.0 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (I D): 140-lb Auto (373705)
DATE STARTED:
8/18/13 COMPLETED: 8/27113 I CASING DEPTH: 10.3 ft CORE BARREL TYPE: HQ3/Diamond Impregnated core bits DRILL RUN L
ELEV. DEPTH RUN RATE REC.
ROD SAMP.
0 ROCK DESCRIPTION AND REMARKS (ft)
(ft)
(ft)
(Min/ft)
(It)
(It)
NO.
G Begin Coring @ 10.4 ft 769.4 10.4 1.6 2:57 (1.5)
(1.1)
Run 1 10~.4 CALCAREOUS SILTSTONE, dusky red (5R 3/4), very weak to weak, laminated to very IU.4 94%
69%
thinly bedded, slightly to moderately weathered, strong HCI reaction (Lincolnshire 767.8 12.0 767.9 11.9 2:20/0.6
~
-- l~r_llla!iOil*!'"le_<l_n~ ll/le_rn~r-_Uil_it_l:l) ____________________ J --
5.0 2:52 (0.7)
(0.0)
Run 2 3:09 14%
0%
11.2, 11.6ft: BJ, 30°, PS, PO, B, Ill
~
WEATHERED ROCK: CALCAREOUS SILTSTONE, dusky red (5R 3/4), extremely weak, 2:52
~
laminated to very thinly bedded, highly weathered, strong HCI reaction 3:47 4:56
~
SS-6 (17.0-17.2ft=50/0.2') sampled as Sandy SILT (ML), reddish brown (2.5YR 5/3), hard, 762.8 17.0 moist, low plasticity fines, some fine to coarse sand and fine gravel sized angular rock 762.6 17.2 4.8 N 50/0.2 (4.4)
(3.1)
SS-6 761 _9 fragments, strong HCI reaction (PP=1.5 tsf) 17_9
"""R"uno ~
~---------------------------------------
":4~/U.~
92%
65%
CALCAREOUS SILTSTONE, dusky red (5R 3/4), weak to medium strong, laminated to very 6:41 thinly bedded, moderately to slightly weathered and fresh, interbedded with few to little, thin to 4:49 laminated LIMESTONE (WACKESTONE), bluish gray (5PB 6/1); locally massive appearance, 2:46 moderate bioturbation, strong HCI reaction 2:59 757.8 22.0 5.0 2:36 (5.0)
(4.2)
Run 4 17.9,18.1,19.8,20.5,21.3,21.6ft: BJ, 30°, PS, PO, B,11-111 100% 84%
19.8-20.6ft: FZ, J, 90°, PR, T-PO, B, IV 1:29 21.6ft: J, 65°, PS, T, B, Ill 1:42 22.8ft: J, 65°, PR, PO, B, IV 2:00 23.1,23.5,24.7,25.5,26.3ft: BJ, 30°, PS-PR, T-PO, B, II 1:31 752.8 27.0 5.0 2:08 (5.0)
(4.6)
Run 5 27.8,29.0,29.1,31.5ft: BJ, 30°, PS, T-PO, B, II 100% 92%
31.4ft: J, 65°, PS, T, B, Ill 2:20 32.1ft: BJ, 30°, PS, T, B, Ill 1:10 1:30 1:29 747.8 32.0
_7_+/-7,+/-_---------------------------------- -- }?.4 5.0 2:06 (4.9)
(4.2)
Run 6
~
98%
84%
CALCAREOUS SILTSTONE, very dark greenish gray (5BG 3/1) to very dark bluish gray (108 2:09 3/1 ), weak to medium strong, laminated to thinly bedded, fresh, interbedded with little to some, 1:43 laminated to very thin LIMESTONE (WACKESTONE/MICRITE), bluish gray (5PB 6/1); slight bioturbation, strong HCI reaction 1:53 1:32 742.8 37.0 5.0 2:27 (5.0)
(4.4)
Run 7 33.8,35.4ft: J, 45°, SR, T-PO, B, II-IV 100% 88%
36.0-36.5ft: FZ/J, 60°, PR, PO, B, IV 1:14 39.2,39.3,39.6,39.7,39.8ft: BJ, 30°, PS, T, B, II 2:24 1:44 2:02 737.8 42.0 737.6 42.2 5.0 2:22 (5.0)
(4.2)
Run 8
~
LIMESTONE (MICRITE), bluish gray (5PB 6/1), weak to medium strong, thinly bedded and 1:36 100% 84%
736_0 nodular, fresh, with little to some Calcareous SILTSTONE, dark bluish gray (5PB 4/1);
43.8 1:45
---\\strong HCI reaction (Lincolnshire Formation-Eidson Member-Unit A)
J UMESTONE (fvliCRTTE),IJIUisil gray(5PB 671 }to dark gray (N 41[ weak to medium strong 1:12 and strong, laminated to thinly bedded, locally moderately bedded, slightly weathered to fresh, 732.8 47.0 1:44 interbedded with few to little, mostly wispy/irregular and diffuse, laminated to thin Calcareous SILTSTONE, dark greenish gray (5BG 3/1) to dark bluish gray (5PB 4/1) and very dark gray 5.0 2:01 (5.0)
(4.6)
Run 9 (N 3/), and trace very thin to thin chert lenses and nodules (gray to dark gray, with calcite filled 1:58 100% 92%
tensional fractures orthogonal to bedding); trace fossils, trace stylolites, locally nodular, slight 1:41 bioturbation, locally argillaceous, trace healed fractures with calcite, strong HCI reaction 42.2,43.8,45.2,45.5,45.6,45.9ft: BJ, 30°, PS, T, B, II-IV 1:28 45.9-46.0ft: FZ, 30°, PS, T, C, IV 1:37 47.6,48.4ft: BJ, 30°, PS, T, B, II 727.8 52.0 49.4-49.5ft: FZ/BJ, 30°, PS, T, B, II 5.0 1:47 (5.0)
(4.5)
Run 10 53.5ft: BJ, 30°, PS, T, B, II 1:55 100% 90%
55.0-55.1ft: FZ 56.2,56.5ft: BJ, 30-35°, PR, PO, C, IV 1:39 1:46 722.8 57.0 1:53 5.0 1:51 (5.0)
(5.0)
Run 11
~
58.7,60.0,61.3ft: BJ, 30°, PS, T-0, B, II-III 1:59 100% 100%
62.0ft: J, 85°, PR, VT, B, IV Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-303 of 706
GEOTECHNICAL CORING LOG a me SHEET 2 OF 4 BECHTEL PROJECT NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 COUNTY: Roane, TN I GEOLOGIST: R. Clark SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: S. Snow/D. King Boring Orientation BORING NO.:
MP-211 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-55 (TSD)
Inclination: Vertical GROUND ELEV.:
779.8 ft (NAVD88) NORTHING:
571,162 US ft (NAD83) EASTING: 2,447,987 US ft (NAD83) Azimuth:
NA TOTAL DEPTH:
176.0 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (I D): 140-lb Auto (373705)
DATE STARTED:
8/18/13 COMPLETED: 8/27113 I CASING DEPTH: 10.3 ft CORE BARREL TYPE: HQ3/Diamond Impregnated core bits DRILL RUN L
ELEV. DEPTH RUN RATE REC.
ROD SAMP.
0 ROCK DESCRIPTION AND REMARKS (ft)
(ft)
(ft)
(Min/ft)
(It)
(It)
NO.
G Continued from previous page 1:30
~
LIMESTONE (MICRITE), bluish gray (5PB 6/1) to dark gray (N 4/), weak to medium strong and strong, laminated to thinly bedded, locally moderately bedded, slightly weathered to fresh, 1:40 interbedded with few to little, mostly wispy/irregular and diffuse, laminated to thin Calcareous 717.8 62.0 1:23 SILTSTONE, dark greenish gray (5BG 3/1) to dark bluish gray (5PB 4/1) and very dark gray 5.0 1:34 (5.0)
(4.7)
Run 12 (N 3/), and trace very thin to thin chert lenses and nodules (gray to dark gray, with calcite filled 1:36 100% 94%
tensional fractures orthogonal to bedding); trace fossils, trace stylolites, locally nodular, slight bioturbation, locally argillaceous, trace healed fractures with calcite, strong HCI reaction 1:35 (continued) 63.4,63.8,64.5,65.5-65.6ft: BJ, 30°, PS, T, B, II-IV 1:54 712.8 67.0 2:08 5.0 1:12 (5.0)
(5.0)
Run 13
~
67.5,70.5ft: BJ, 30°, PS, T, B, II 2:07 100% 100%
71.8ft: J, 60°, PR PO, C, Ill 2:01 1:57 707.8 72.0 1:57 5.0 2:21 (4.9)
(4.8)
Run 14
~
72.7ft: BJ, 30°, PS, B, T, II 1:49 98%
96%
76.1-76.3ft: FZ, 30°, PR-PS, 0, F, IV, core loss 1:35 1:39 702.8 77.0 1:56 5.0 3:05 (5.0)
(5.0)
Run 15
~
78.0,80.3ft: BJ, 30°, BJ, 30°, PS, T, B, Ill 1:48 100% 100%
2:36 1:38 697.8 82.0 2:01 5.0 1:40 (4.9)
(4.5)
Run 16
~
86.5ft: J, 90°, PR, 0, C, Ill 2:27 98%
90%
82.7-85.0ft: As above, strongly bioturbated with coarse horizontal and vertical burrows filled with sparry calcite and carbonate 2:30 1:37 692.8 87.0 1:59 5.0 3:25 (5.0)
(3.9)
Run 17
~
87.1,87.2,87.4ft: BJ, 30°, PS, T, B, II-III 1:41 100% 78%
89.1ft: J, 65°, PS, T, B, Ill 1:28
- ~0,+/-_---------------------------------- -- ~.4 LIMESTONE (MICRITE), gray (N 6/-N 5/), strong, thinly to thickly bedded, locally laminated, 2:23 fresh, stylolitic, interbedded with trace to few, wispy/irregular laminated Calcareous 687.8 92.0 4:34 SILTSTONE, very dark gray (N 3/), and few to little, thin to moderate chert beds, lenses, and nodules (dark gray to black, with calcite filled tensional fractures orthogonal to bedding);
5.0 4:38 (5.0)
(4.1)
Run 18
~
calcite healed fractures at 60-80° to core axis through-out, shear zones with calcite 5:54 100% 82%
through-out, trace sparry calcite "bird eyes", strong HCI reaction 5:54 89.6,89.8,90.2,91.6ft: BJ, 30°, PS, T, B, II-III 90.1-90.9ft: J, 70-90°, UR, T-PO, D, Ill 4:59 92.0-117.0ft: F, 60-80°, calcite-healed fracutures throughout 6:54 92.1ft: J, 40°, PS, T, B, II, with calcite 682.8 97.0 95.6,96.2,96.4,96.7ft: BJ, 30°, PS, T, B, II 5.0 3:02 (5.0)
(5.0)
Run 19
~
4:39 100% 100%
4:27 4:02 677.8 102.0 4:17 5.0 4:47 (5.0)
(3.9)
Run 20
=
102.0ft: 60°, J, PS, T, B, Ill, with calcite 5:08 100% 78%
102.1ft: J, 45°, PS, VT-0, B, Ill, core loss 103.5,103.7,105.5,106.5ft: BJ, 30°, PS-PL, T, B, II, few with calcite 4:38 4:37 672.8 107.0 4:40
!'iO 4:21
(!'in\\
(!'in\\
Run 21 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-304 of 706
GEOTECHNICAL CORING LOG a me SHEET 3 OF 4 BECHTEL PROJECT NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 COUNTY: Roane, TN I GEOLOGIST: R. Clark SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: S. Snow/D. King Boring Orientation BORING NO.:
MP-211 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-55 (TSD)
Inclination: Vertical GROUND ELEV.:
779.8 ft (NAVD88) NORTHING:
571,162 US ft (NAD83) EASTING: 2,447,987 US ft (NAD83) Azimuth:
NA TOTAL DEPTH:
176.0 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (I D): 140-lb Auto (373705)
DATE STARTED:
8/18/13 COMPLETED: 8/27113 I CASING DEPTH: 10.3 ft CORE BARREL TYPE: HQ3/Diamond Impregnated core bits ELEV.
(ft) 667.8 662.8 657.8 652.8 647.8 642.8 637.8 632.8 627.8 DRILL RUN L
DEPTH RUN RATE REC.
ROD SAMP.
0 (ft)
(ft)
(Min/ft)
(It)
(It)
NO.
G 5:12 100% 100%
D 3:32 2:53 112.0 4:18 5.0 4:00 (5.0)
(4.8)
Run 22 3:23 100% 96%
3:27 4:56 117.0 4:30 5.0 2:39 (5.0)
(4.1)
Run 23 6:13 100% 82%
4:29 3:00 122.0 3:38 5.0 2:22 (4.5)
(3.8)
Run 24 3:49 90%
76%
3:31 3:39 127.0 3:41 5.0 1:27 (5.0)
(4.5)
Run 25 4:15 100% 90%
2:40 3:23 132.0 3:17 5.0 4:14 (5.0)
(4.6)
Run 26
~
3:52 100% 92%
3:15 2:47 3:16 137.0 5.0 3:11 (5.0)
(5.0)
Run 27 100% 100%
3:08 2:28 1:34 2:58 142.0 5.0 4:26 (5.0)
(5.0)
Run 28 100% 100%
2:21 2:49 3:48 3:59 147.0 5.0 3:28 (5.0)
(4.7)
Run 29 100% 94%
3:37 2:20 2:21 2:38 152.0 5.0 3:53 (5.0)
(5.0)
Run 30 100% 100%
3:02 3:01 1:59 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-305 of 706 645.0 ROCK DESCRIPTION AND REMARKS Continued from previous page LIMESTONE (MICRITE), gray (N 6/-N 5/), strong, thinly to thickly bedded, locally laminated, fresh, stylolitic, interbedded with trace to few, wispy/irregular laminated Calcareous SILTSTONE, very dark gray (N 3/), and few to little, thin to moderate chert beds, lenses, and nodules (dark gray to black, with calcite filled tensional fractures orthogonal to bedding);
calcite healed fractures at 60-80° to core axis through-out, shear zones with calcite through-out, trace sparry calcite "bird eyes", strong HCI reaction (continued) 110.8,111.6ft: BJ, 30°, PS, T, B, II 109.1-109.2ft: SZ, 30-40°, US, VT, A, I 110.1-110.2ft: SZ, 30-40°, US, VT, A, I 112.2,113.2,115.6,116.0,116.1ft: BJ, 30°, PL, T, B, II 112.8-113.9ft: SZ, 30-80°, US-UL, VT, I 114.7ft: J, 60°, PS, T, B, Ill, with calcite 117.3,117.8,118.9,121.1,121.5,121.7ft: BJ, 30°, PS-PL, T-0-PO, B,11-111, with calcite 119.3-119.4ft: SZ, 30°, PL-UL, VT, A, I 122.0-122.5ft: SZ, 60-90°, UL, VT, A, I 122.5,122.7,123.2,123.7,124.6,125.2,126.0ft: BJ, 30°, PL, T, B, II 122.7-123.2ft: FZ, mechanical loss of core 128.2-128.4ft: FZ, 30°, PS, T, B, Ill 128.7,130.3ft: BJ, 30°, PS-PL, T, B,11-111 131.1,131.2ft: BJ, 30°, PR, T, B, II CALCAREOUS SILTSTONE, dark bluish gray (10BG 4/1, 5PB 4/1) to dark reddish gray (5R 3/1) and dusky red (5R 3/2-3/3) with trace dark greenish gray (10GY 4/1), medium strong to strong, laminated to thinly bedded, locally moderately bedded, fresh, interbedded with little to
- some, laminated to thinly
- bedded, locally diffuse LIMESTONE (MICRITE,WACKESTONE), bluish gray (5PB 6/1), and trace to few, very thin to thin chert beds, lenses, and nodules (multicolored, mostly gray, olive, and brown, with calcite filled fractures as described above); locally strongly bioturbated, strong HCI reaction (Upper Blackford Formation-Unit A) 135.3,135.5,135.7ft: BJ, 30°, PR, T, B, II 38.1, 139.4ft: BJ, 30°, PS, T, B, II 142.7,144.3,145.8,146.5ft: BJ, 30°, PS, T, B, II 148.5-148.8ft: FZ 147.6ft: BJ, 30°, PR, T, B, II 152.7,155.4ft: BJ, 30°, PS, T, B, II 134.8
GEOTECHNICAL CORING LOG a me SHEET 4 OF 4 BECHTEL PROJECT NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 COUNTY: Roane, TN I GEOLOGIST: R. Clark SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: S. Snow/D. King Boring Orientation BORING NO.:
MP-211 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-55 (TSD)
Inclination: Vertical GROUND ELEV.:
779.8 ft (NAVD88) NORTHING:
571,162 US ft (NAD83) EASTING: 2,447,987 US ft (NAD83) Azimuth:
NA TOTAL DEPTH:
176.0 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (I D): 140-lb Auto (373705)
DATE STARTED:
8/18/13 COMPLETED: 8/27113 I CASING DEPTH: 10.3 ft CORE BARREL TYPE: HQ3/Diamond Impregnated core bits DRILL RUN L
ELEV. DEPTH RUN RATE REC.
ROD SAMP.
0 ROCK DESCRIPTION AND REMARKS (ft)
(ft)
(ft)
(Min/ft)
(It)
(It)
NO.
G Continued from previous page 622.8 157.0 3:10 5.0 2:44 (5.0)
(4.5)
Run 31 100% 90%
2:07 2:03
~
_6~0]_---------------------------------- __ 1~.5 617.8 612.8 607.8 603.8 2:04 LIMESTONE (MICRITE), bluish gray (5PB 6/1), medium strong to strong, mostly thinly to moderately bedded and nodular, locally laminated to very thinly bedded, fresh, interbedded 162.0 3:22 with little to some, mostly laminated to thin, locally moderately to thickly bedded, Calcareous SILTSTONE, dark reddish gray (5R 3/1) and dusky red (5R 3/3), and trace to few very thin to 5.0 3:31 (5.0)
(4.8)
Run 32 thin chert beds, lenses, and nodules (multicolored, mostly gray, olive, and brown, with calcite 3:12 100% 96%
filled fractures as described above); locally strongly bioturbated, strong HCI reaction 2:03 161.3,161.5,161.7ft: BJ, 30°, PS, T, B, II 162.4,162.8,162.9,163.2,164.3,165.3ft: BJ, 30°, PS-US, T-PO, B, II 2:35 167.0 2:42 5.0 2:03 (5.0)
(4.6)
Run 33 167.0ft: J, 70°, PS-PR, T, B, Ill, with calcite 3:21 100% 92%
168.3,169.3,169.8,170.1,170.2,170.4,171.0,171.7ft: BJ, 30°, PS-US, T-PO, B, II 170.2-170.5ft: FZ, 30°, numerous closely-spaced fractures 2:04 1:48 172.0 2:31 4.0 2:55 (3.6)
(3.1)
Run 34 :
174.5ft: J, 70°, SR, T-PO, B, Ill 2:38 90%
78%
174.7ft: BJ, 30°, PS, 0, B, II 3:02 176.0 2:14 603.8 Boring and coring terminated at 176.0 feet.
Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-306 of 706 176.0