ML19030A518
| ML19030A518 | |
| Person / Time | |
|---|---|
| Site: | Clinch River |
| Issue date: | 01/18/2019 |
| From: | James Shea Tennessee Valley Authority |
| To: | Office of New Reactors |
| Fetter A | |
| References | |
| TVACLINCHRIVERESP, TVACLINCHRIVERESP.SUBMISSION.6, CRN.P.PART08, CRN.P.PART08.2 | |
| Download: ML19030A518 (13) | |
Text
Core Photographs Clinch River SMR Project Boring MP-201 AMEC Project No. 6468-13-1072 MP-201- Boxes 21 and 22 iWN INTERVAL,jf\) REC 1ft\- l'¥!4 R9_U 1ft\ - 1"/..\
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- 5. 19 186¥. --*
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Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-209 of 706
Core Photographs Clinch River SMR Project Boring MP-201 AMEC Project No. 6468-13-1072
~U N INTERVAL(ftl R - *~ I~QIJ lfll - !%)
Rv~ 1'\ !110.6~3Y5G' 5 o* IDOl $ o' t oal'.
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1)£Plfl 1.\lo.lo' *lit TO -~ 110~ ftl
.,. , .~ ... *... ..J. ~ ...... nc.pt.h Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-210 of706
ame GEOTECHNICAL BORING LOG Prepared By: MBL Date: 3/5/14 Checked By: JCM Date: 3/5/14 SHEET 1 OF 1 BECHTEL NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 COUNTY: Roane, TN I GEOLOGIST: C. Baldwin/M. Lear SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: D. White/0. Smith Boring Orientation BORING NO.: MP-202 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-55LC (C) Inclination: Vertical GROUND ELEV.: 811.8 ft (NAVD88) NORTHING: 570,922 US ft (NAD83) EASTING: 2,448,050 US ft (NAD83) Azimuth: NA TOTAL DEPTH: 461.0 ft I SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 IROD TYPE: AWJ IHAMMER (ID):140-Ib Auto (331145)
DATE STARTED: 6/6/13 ICOMPLETED: 6/24/131 HOLE DIA.: 4" ICASING DEPTH: 14.2 ft ICORE SIZE:HQ3 IBITS USED: 4" Roller Cone ELEV. DEPTH BLOW COUNT BLOWS PER FOOT SAMP. L 0 SOIL DESCRIPTION AND REMARKS (ft) (ft) 0.5ft 0.5ft 0.5ft 0 20 40 60 80 100 NO. G 811.8 Ground Surface 811.8 0.0 ts"l"l.ts u.u 4 4 8 SS-1 FILL: SILT with Gravel (ML), pale red (7.5R 6/4), stiff, dry,
~
2* low plastic fines, little fine to coarse gravel, strong HCI
~~~~~------------------J~Q FILL: WELL GRADED GRAVEL with Sand (GW), reddish 808.3 3.5 gray (7.5R 6/1), very dense, dry, fine to coarse gravel, few 17 37 23 SS-2 fine to medium sand, trace non-plastic fines, strong HCI
~- ~0~~~~------------------~5Q 0
805.7 6.1 ~ WEATHERED ROCK: CALCAREOUS SILTSTONE, sampled as Sandy SILT with gravel (ML), weak red (5R 4/4) 50/0.5 50/0. SS-3 ~
to dark red (5R 2.5/6), hard, dry to wet, non-plastic to low 803.3 8.5 50/0.1 50/0.1 SS-4
~ ~c 02.8 plasticity fines, little fine to medium sand, little fine to coarse gravel, strong HCI reaction 9.0 Soil drilling halted. Log continues on geotechnical coring log Observed water levels:
7.5 ft bgs, AM 6/7/13 1-15.2 ft bgs, AM 6/8/13 24.4 ft bgs, AM 6/9/13 12.4 ft bgs, AM 6/10/13 12.0 ft bgs, AM 6/11/13 15.2 ft bgs, AM 6/12/13 39.5 ft bgs, AM 6/13/13 41.9 ft bgs, AM 6/18/13 1- 24.7 ft bgs, AM 6/19/13 43.8 ft bgs, AM 6/20/13 34.5 ft bgs, AM 6/21113 37.6 ft bgs, AM 6/22/13 36.8 ft bgs, AM 6/23/13 39.8 ft bgs, AM 6/24/13 1-1-
1-1-
1-1-
Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-211 of 706
ame GEOTECHNICAL CORING LOG Prepared By: MBL Date: 3/5/14 Checked By: JCM Date: 3/5/14 SHEET 1 OF 10 BECHTEL PROJECT NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 COUNTY: Roane, TN I GEOLOGIST: C. Baldwin/M. Lear SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: D. White/0. Smith Boring Orientation BORING NO.: MP-202 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-55LC (C) Inclination: Vertical GROUND ELEV.: 811.8 ft (NAVD88) NORTHING: 570,922 US ft (NAD83) EASTING: 2,448,050 US ft (NAD83) Azimuth: NA TOTAL DEPTH: 461.0 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (ID): 140-lb Auto (331145)
DATE STARTED: 6/6/13 COMPLETED: 6/24/13 ICASING DEPTH: 14.2 ft CORE BARREL TYPE: HQ3/Diamond Impregnated core bits DRILL RUN L ELEV. DEPTH RUN REC. ROD SAMP.
RATE 0 ROCK DESCRIPTION AND REMARKS (ft) (ft) (ft) (It) (It) NO.
(Min/ft) % % G Begin Coring @ 9.0 ft 802.8 9.0 2.0 6:17 (1.8) (0.8) Run 1 -
OUL.O CALCAREOUS SILTSTONE, olive gray (5Y 4/2) and weak red (7.5R 5/2) to very dusky red ~-
5:36 90% 40% -
- - (2.5YR 2.5/2), medium strong, laminated to moderately bedded, moderately to slightly 800.8 11.0 *- weathered, with trace to few laminated to thinly interbedded LIMESTONE (MICRITE), dark 5.0 5:38 (4.9) (2.1) Run 2 -
gray to very dark gray (10YR 4/1-3/1); bioturbated with vertical and horizontal burrows, 98% 42%
4:35 -
strong HCI reaction (Lincolnshire Formation-Fieanor Member-Unit B) 9.0-9.5ft: FZ 2:34 -
9.6ft: J, 45°, PR, PO, D, Ill 1O.Oft: Lost circulation 2:17 -
2:14 10.2,10.4ft: BJ, 30°, PR, M0-0-PO, C, II 795.8 16.0 -
795.8 11.4ft: J, 20°, UR, 0, II 16.0 5.0 3:45 (5.0) (4.3) Run 3 l12.2ft: BJ, 40°, PR, PO, B, I r--
I 3:28 100% 86% -
- - 112.6ft: J, 40°, UR, PO, C, II 112.6-12.8ft and 13.5-13.7ft: FZ, some iron staining I 2:17 -
- 112.9,14.1,14.3,14.4,15.5,15.6ft: BJ, 30°, PRISR, T-0-PO, B-A, 1-11 I 1:57 -
113.7ft: J, 45°, UR, 0, B, Ill I l1~8_ft: .§_J,j~ _LJ_R_,_P_9,_§,_1_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1 2:06 -*
790.8 21.0 - CALCAREOUS SILTSTONE, weak red (7.5R 5/2) to very dusky red (2.5YR 2.5/2), medium 5.0 4:02 (5.0) (4.0) Run 4 - strong, laminated to very thinly bedded, locally with moderately to thickly bedded appearance, 100% 80%
- fresh, with few to little laminated to thinly interbedded LIMESTONE (MICRITE), dark gray to 2:58 -
- - very dark gray (10YR 4/1-3/1); bioturbated with vertical and horizontal burrows, strong HCI 3:17 -
- reaction 4:55 -
16.1,16.2,16.4,18.0,20.2,20.5ft: BJ, 30°, PR, 0-PO-T, D-B-A, 1-111
- 21.2ft: J, 15°, PR, MO, G, Ill 3:20 -
785.8 26.0 -
21.7,22.2,22.6ft: BJ, 30°, PS, T-MO, B-A, I-ll 5.0 3:39 (5.0) (4.3) Run 5 *- 21.9ft: J, 60°, VT, A, I 100% 86%
- 23.0,23.5,25.5ft: J, 45°, UR, 0-T, E-B, I-III 2:34 -
- - 25.5-25.8ft: FZ, mechanically abraded 2:01 -
- - 25.9ft: BJ, 30°, PR, 0, C, II 2:13 26.3ft: BJ, 30°, PR, MO, B, I 27.9,29.3,29.6ft: J, 45-60°, PR, MO, B, II 2:24 -
780.8 31.0 -*
5.0 3:17 (5.0) (3.0) Run 6 31.3ft: J, 0°, PR, MO, B, II (possibly mechanical break) 100% 60% L1-16 31.6,34.6,34.8,34.9,35.7ft, BJ, 30°,PR-SR, 0-MO, B, II 3:00 -
- - 31.7,33.9ft: J, 45-60°, PR, MO, B, II 2:43 -
2:50 -*
2:16 -
775.8 36.0 -
5.0 6:00 (5.0) (4.2) Run 7 -* 36.0ft: J, 10°, PR, MO, C, II 100% 84%
- 38.0,38.2,39.3,39.8,40.2ft: BJ, 30°, 0-T, B-A, 1-11 3:20 -
- 39.3-39.7ft: J, 70°, UR, T-PO, B, II 3:10 -
2:16 -*
2:32 *-
770.8 41.0 5.0 3:53 (5.0) (4.9) Run 8 -* 43.4ft: BJ, 30°, PR, MO, H, IV 100% 98%
2:57 -
2:44 -*
2:38 -
2:55 *-
765.8 46.0 -
5.0 3:23 (5.0) (4.5) Run 9 48.7,49.0,49.2,50.1 ,50.7ft: BJ, 30°, UR-PR, 0-T, D-A, I-ll 2:55 100% 90% -*
2:47 -*
- - 48.6-49.8ft: LIMESTONE (MICRITE), gray (5Y 6/1 ), strong, thinly to moderately bedded, fresh, 2:49 -
- -* fossiliferous, with CALCAREOUS SILTSTONE, very dark gray (N 3/); trace calcite filled pits 3:13 *- and burrows 760.8 51.0 -
5.0 2:54 (5.0) (5.0) Run 10 -*
100% 100%
3:20 -
3:20 - -*
3:23 -
3:18 - -*
755.8 56.0 -* 755.8 56.0 5.0 3:43 (5.0) (4.7) Run 11 -*
100% 94% -
2:53 *-
Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-212 of706
ame GEOTECHNICAL CORING LOG SHEET 2 OF 10 BECHTEL PROJECT NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 COUNTY: Roane, TN I GEOLOGIST: C. Baldwin/M. Lear SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: D. White/0. Smith Boring Orientation BORING NO.: MP-202 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-55LC (C) Inclination: Vertical GROUND ELEV.: 811.8 ft (NAVD88) NORTHING: 570,922 US ft (NAD83) EASTING: 2,448,050 US ft (NAD83) Azimuth: NA TOTAL DEPTH: 461.0 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (ID): 140-lb Auto (331145)
DATE STARTED: 6/6/13 COMPLETED: 6/24/13 ICASING DEPTH: 14.2 ft CORE BARREL TYPE: HQ3/Diamond Impregnated core bits DRILL RUN L ELEV. DEPTH RUN REC. ROD SAMP.
RATE 0 ROCK DESCRIPTION AND REMARKS (ft) (ft) (ft) (It) (It) NO.
(Min/ft) % % G Continued from previous page CALCAREOUS SILTSTONE, very dusky red (2.5YR 2.5/2) to dark reddish gray (2.5YR 4/1) 2:31 L1-17 -
- - grading to very dark greenish gray (10GY 3/1) and greenish black (10Y 2.5/1), weak to 2:43 -
- - medium strong, laminated to thinly bedded, fresh, interbedded with little to some, laminated to 2:14
- thin fossiliferous LIMESTONE (MICRITENVACKESTONE), gray (5Y 5/1), trace calcite filled 750.8 61.0 *- pits; bioturbated, strong HCI reaction (continued) 5.0 2:30 (5.0) (5.0) Run 12 -
56.1 ,58.6ft: BJ, 30°, PS, 0-T, B-A, I 100% 100%
2:57 - 57.5,59.5,60.7ft: J, 45°, SR, 0-PO-T, C-B-A, 1-11
- - 61.6,65.2ft: J, 45°, PRISR, 0, C, II 2:40 -
2:48 -
2:14 -
745.8 66.0 5.0 3:34 (5.0) (4.7) Run 13 -
100% 94%
3:01 L1 4:36 ~ ~7+/-.3,g_----------------------------------
CALCAREOUS SILTSTONE, dusky red (7.5R 3/3) with trace very dark greenish gray (5G
- - Q?.9
- - 3/1 ), strong, laminated to very thinly bedded, locally with moderately to thickly bedded 2:46 -
appearance, fresh, with few laminated to thinly interbedded LIMESTONE (MICRITE), gray (5Y 2:31 -
- - 5/1) and dark gray (N 4/) to bluish gray (5PB 6/1 ); strongly bioturbated, strong HCI reaction 740.8 71.0 -
5.0 3:20 (5.0) (5.0) Run 14 - 67.9,68.7ft: J, 45°, PR-UR, 0-T, A-C, I-ll 100% 100%
-* - 68.2ft: BJ, 30°, PR, MO, D, Ill 3:02 *-
- 70.2ft: J, 20°, UR, O,B, II 3:08 -*
2:45 -
3:03 -*
735.8 76.0 -
5.0 3:12 (5.0) (3.7) Run 15 76.1 ,77.2,78.2,80.5,80.7,80.8ft: BJ, 30°, PRIUR, T-0, A-C, II 2:37 100% 74% -
76.6ft: J, 45°, SR, 0, C, II 3:06 -
L6-2 -
3:16 -
3:15 -
730.8 81.0 5.0 3:31 (5.0) (4.8) Run 16 -
100% 96%
2:57 -*
2:59 -
2:58 -
2:39 -
725.8 86.0 -
5.0 4:03 (5.0) (4.3) Run 17 - 86.0,87.3ft: J, 60°, PR, PO, C, Ill, with trace calcite 100% 86%
- - - 86.1ft: BJ, 30°, PS, PO, C, Ill 3:13 -
86.6,87.1ft: BJ, 30°, PS, PO, B, II 3:07 -
3:30 -
3:03 *-
720.8 91.0 5.0 3:47 (5.0) (5.0) Run 18 3:30 100% 100% L1-20 *-
3:31 -
3:30 - -*
3:19 *-
715.8 96.0 -
5.0 3:19 (5.0) (5.0) Run 19 *-
2:49 100% 100% -
2:59 -*
2:48 - -*
2:39 -
710.8 101.0 -
5.0 4:04 (5.0) (3.2) Run 20 - 101.2-101.3ft: FZ, 30°, PS, PO, B, II 100% 64%
- 102.8ft: J, 60-70°, PR, 0, Ill, with calcite 2:25 -
- -* 103.0,103.5,103.9,104.0,104.2,104.8,ft: BJ, 30°, PS, P0-0, B, II 2:54 -*
- - 103.1ft: J, 60-70°, VT, A, healed with calcite 2:44 -
- - 105.3-105.9ft: FZ, 30-40°, PS, T-PO, II 2:48 -*
705.8 106.0 -
Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-213 of706
ame GEOTECHNICAL CORING LOG SHEET 3 OF 10 BECHTEL PROJECT NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 COUNTY: Roane, TN I GEOLOGIST: C. Baldwin/M. Lear SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: D. White/0. Smith Boring Orientation BORING NO.: MP-202 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-55LC (C) Inclination: Vertical GROUND ELEV.: 811.8 ft (NAVD88) NORTHING: 570,922 US ft (NAD83) EASTING: 2,448,050 US ft (NAD83) Azimuth: NA TOTAL DEPTH: 461.0 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (ID): 140-lb Auto (331145)
DATE STARTED: 6/6/13 COMPLETED: 6/24/13 ICASING DEPTH: 14.2 ft CORE BARREL TYPE: HQ3/Diamond Impregnated core bits DRILL RUN L ELEV. DEPTH RUN REC. ROD SAMP.
RATE 0 ROCK DESCRIPTION AND REMARKS (ft) (ft) (ft) (It) (It) NO.
(Min/ft) % % G Continued from previous page 5.0 2:47 (5.0) (5.0) Run 21 -
- CALCAREOUS SILTSTONE, dusky red (7.5R 3/3) with trace very dark greenish gray (5G 2:37 100% 100% -
- - 3/1 ), strong, laminated to very thinly bedded, locally with moderately to thickly bedded
- - appearance, fresh, with few laminated to thinly interbedded LIMESTONE (MICRITE), gray (5Y 2:29 -
- 5/1) and dark gray (N 4/) to bluish gray (5PB 6/1 ); strongly bioturbated, strong HCI reaction 2:52 -
- - (continued) 2:31 -
700.8 111.0 - 700.8 111.0 5.0 3:18 (5.0) (5.0) Run 22 *- CALCAREOUS SILTSTONE, very dark greenish gray (5GY 3/1) to greenish gray (10Y 5/1) 100% 100% L1-21
- - - and LIMESTONE (MICRITE), gray (N 5/) to dark gray (N 4/), strong, laminated to very thinly 3:30 -
bedded, fresh, slightly fossiliferous, trace very thin chert lenses and nodules; trace sparry 2:57 L6-3 -
- - calcite "bird eyes" and calcite filled pits and burrows, strong HCI reaction 3:12 -
3:34 -
695.8 116.0 -
5.0 3:12 (5.0) (5.0) Run 23 - 117.1ft: J, 60°, PR, PO, C, II, with trace calcite 100% 100%
- 119.6ft: BJ, 30°, PS, T, B, II 3:08 -
2:43 -
2:40 -
2:47 -
690.8 121.0 -
5.0 3:23 (5.0) (4.5) Run 24 - 121.3ft: BJ, 30°, PR, 0, II 100% 90%
-* - 122.5ft: FZ, 30°, PR, 0, II 5:02 -
2:44 -*
3:18 -
2:43 -
685.8 126.0 -
- - 685.8 126.0 5.0 2:58 (5.0) (5.0) Run 25 *- CALCAREOUS SILTSTONE, greenish gray (10Y 5/1) grading rapidly to dusky red (10R 3/2),
100% 100%
- - strong, laminated to thinly bedded, fresh, with trace to few interbedded LIMESTONE 2:56 -
(MICRITE/WACKESTONE), dark gray (N 4/); strongly bioturbated with vertical and horizontal 2:31 -
- burrows, strong HCI reaction 2:41 - 127.1 ft: Becomes mostly dusky red ( 1OR 3/2) 2:48 -
680.8 131.0 -*
5.0 3:02 (5.0) (5.0) Run 26 *- 134.1ft: SH, 30°, PL, PO, C II, with slickensides and calcite 100% 100%
- 134.9ft: SH, 30°, PL, PO, C II, with slickensides and calcite 3:09 -*
3:19 -
2:55 -*
3:06 -
675.8 136.0 5.0 3:20 (5.0) (5.0) Run 27 -
100% 100%
3:08 -*
3:03 -
2:54 -*
2:56 -
670.8 141.0 -*
5.0 3:44 (5.0) (5.0) Run 28 2:57 100% 100% -
2:56 -
3:07 -*
2:52 -
665.8 146.0 *-
5.0 4:05 (5.0) (5.0) Run 29 -* 148.3ft: J, 60°, PR, PO, C, Ill, with calcite 100% 100%
-* - 148.8ft: BJ, 30°, PS, PO, B, II 2:56 -
2:33 -*
- - 147.8-148.8ft: Moderately bedded LIMESTONE (WACKESTONE), dark gray (N 4/),
L1 *- fossiliferous with little, fine to coarse gravel sized carbonate clasts and nodules and few 3:04 *-
- -* Calcareous SILTSTONE stringers, dusky red (1 OR 3/2) 2:51 -
660.8 151.0 *-
5.0 3:35 (5.0) (4.4) Run 30 - 153.2ft: J, 30°, PL, PO, C, II, with calcite 100% 88%
- 153.4ft: BJ, 30°, PS, 0, C, II 3:15 -
2:39 -~8,+/-_---------------------------------- __1§}.4 2:01 ~
Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-214 of 706
ame GEOTECHNICAL CORING LOG SHEET 4 OF 10 BECHTEL PROJECT NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 COUNTY: Roane, TN I GEOLOGIST: C. Baldwin/M. Lear SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: D. White/0. Smith Boring Orientation BORING NO.: MP-202 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-55LC (C) Inclination: Vertical GROUND ELEV.: 811.8 ft (NAVD88) NORTHING: 570,922 US ft (NAD83) EASTING: 2,448,050 US ft (NAD83) Azimuth: NA TOTAL DEPTH: 461.0 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (ID): 140-lb Auto (331145)
DATE STARTED: 6/6/13 COMPLETED: 6/24/13 ICASING DEPTH: 14.2 ft CORE BARREL TYPE: HQ3/Diamond Impregnated core bits DRILL RUN L ELEV. DEPTH RUN REC. ROD SAMP.
RATE 0 ROCK DESCRIPTION AND REMARKS (ft) (ft) (ft) (It) (It) NO.
(Min/ft) % % G Continued from previous page LIMESTONE (MICRITE), dark gray (N 4/) to greenish gray (10Y 5/1), strong, laminated to 655.8 156.0 1:51
~ 655 _3 moderately bedded, argillaceous, fresh, with trace to few, laminated to very thinly interbedded 5.0 3:47 (5.0) 100%
(4.1) 82%
Run 31
~
=-- 1 Calcareous SILTSTONE, dusky red (10R 3/2); slight bioturbation, strong HCI reaction,--
156.5 4:40 -
1(continued) I 3:47
- l154.1,154.5,155.1,155.2,;55.4ft: BJ, 30°, US,T-PO,B I l1~41., 1§5_3,_1_5~9_ft: .J,_ 6() ,_VI, & l,_hEJ_a~d '.VIItl ~l~e_ _ _ _ _ _ _ _ _ _ _ _ _ _ 1 3:16 -
- CALCAREOUS SILTSTONE, dusky red (10R 3/2) to reddish gray (5R 5/1 ), strong, laminated to very thinly bedded, fresh, with trace to few laminated to very thinly interbedded LIMESTONE 3:03 -
650.8 161.0 -
(MICRITENVACKESTONE), locally very thinly to moderately bedded, gray (N 5/) to greenish 5.0 3:35 (5.0) (5.0) Run 32 -
gray (5GY 6/1 ); strongly bioturbated, strong HCI reaction 100% 100% L1-24 3:22 -
- - 156.5-156.7ft: FZ, 30°, PS, 0, C, II 3:00 -
3:57 -
3:41 - -*
645.8 166.0 5.0 4:06 (5.0) (5.0) Run 33 -
3:25 100% 100% - -*
3:29 -
3:02 -
2:44 -
640.8 171.0 -
5.0 3:16 (5.0) (5.0) Run 34 -
- - 172.2ft: BJ, 30°, PS, PO, B, II 100% 100%
3:32 -
3:19 -
2:37 -
3:02 -
635.8 176.0 -
5.0 3:07 (5.0) (5.0) Run 35 -
100% 100%
2:41 -
3:02 -
2:45 -*
3:01 *-
630.8 181.0 4.3 3:16 (4.1) (3.9) Run 36 - 183.2,184.4ft: BJ, 30°, PS, PO, B, II 95% 91%
- - - 185.0-185.2ft: FZ, 30°, PS, 0, C, II, with slight mechanical abrasion and core loss 2:54 -
3:05 -*
3:48 -
626.5 185.3 -
3:20/0.3 625.8 186.0 0.7 (0.7) (0.7) Run 37 3:29/0.7 5.0 100% 100% Run 38 -
1(5.o) -
3:10 *-
3:10 (5.0) -
100% 100% - -*
3:17 -*
3:15 -
3:16 -*
620.8 191.0 -
5.0 4:00 (5.0) (5.0) Run 39 *- 192.7ft: BJ, 30°, PS, PO, B, II 100% 100%
3:43 -
3:32 -*
3:21 -
3:32 -*
615.8 196.0 -*
L6-4 5.0 3:07 (5.0) (5.0)
- 196.0ft: As above, grades to dusky red (1 OR 3/2) to reddish gray (5R 5/1) to gray (N 6/) to dark 100% 100%
Run 40 -
- greenish gray (1 OY 4/1) with depth 3:37 -
3:25 _ 6 1 _ 3 , } _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - __1~.5
~ CALCAREOUS SILTSTONE, dark greenish gray (10Y 4/1 ), strong, laminated to very thinly 3:09 -* bedded, fresh, with little laminated to very thinly interbedded LIMESTONE (WACKESTONE),
3:09 -
- - gray (N 6/); strongly bioturbated, strong HCI reaction 610.8 201.0 -
5.0 3:38 (5.0) (5.0) Run 41 -*
100% 100%
3:48 -
Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-215 of706
ame GEOTECHNICAL CORING LOG SHEET 5 OF 10 BECHTEL PROJECT NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 COUNTY: Roane, TN I GEOLOGIST: C. Baldwin/M. Lear SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: D. White/0. Smith Boring Orientation BORING NO.: MP-202 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-55LC (C) Inclination: Vertical GROUND ELEV.: 811.8 ft (NAVD88) NORTHING: 570,922 US ft (NAD83) EASTING: 2,448,050 US ft (NAD83) Azimuth: NA TOTAL DEPTH: 461.0 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (ID): 140-lb Auto (331145)
DATE STARTED: 6/6/13 COMPLETED: 6/24/13 ICASING DEPTH: 14.2 ft CORE BARREL TYPE: HQ3/Diamond Impregnated core bits DRILL RUN L ELEV. DEPTH RUN REC. ROD SAMP.
RATE 0 ROCK DESCRIPTION AND REMARKS (ft) (ft) (ft) (It) (It) NO.
(Min/ft) % % G Continued from previous page 3:29 -
CALCAREOUS SILTSTONE, dark greenish gray (10Y 4/1 ), strong, laminated to very thinly 3:34 -
- - bedded, fresh, with little laminated to very thinly interbedded LIMESTONE (WACKESTONE),
3:10 -
- - gray (N 6/); strongly bioturbated, strong HCI reaction (continued) 605.8 206.0 -
5.0 3:02 (5.0) (5.0) Run 42 -
100% 100% -
4:07 -
- 604.0 207.8 LIMESTONE (WACKESTONE), gray (N 6/), strong, very thinly to thinly bedded and nodular,
~
2:24 fossiliferous, with little to some wispy Calcareous SILTSTONE interbeds and partings, very 2:12 ~ 6Q.2J... dark gray (N 3/); strong HCI reaction __2~.7 2:14 I (Lincolnshire Formation-Eidson Member-Unit A) I 600.8 211.0 1_2()EI.~t:_.J, ~00., ~,_9,_C,_III,_wit_h _<:a~tEJ_all_dpy_itre_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I 5.0 2:43 (5.0) (5.0) Run 43
- LIMESTONE (MICRITE), gray (N 5/) to greenish gray (10Y 5/1), strong, mostly laminated to 2:27 100% 100%
thinly bedded, few moderately bedded and nodular, fresh, interbedded with trace to little 2:23 laminated to thin clayey Calcareous SILTSTONE, very dark gray (N 3/) to dark greenish gray (1 OY 4/1 ), very dark greenish gray (5GY 3/1 ), and trace dusky red (1 OR 3/2), and trace to few 2:41 very thin to thin chert beds, lenses, and nodules (greenish gray to dark gray and black with 2:33 calcite filled tensional fractures); locally bioturbated with trace calcite filled pits, locally 595.8 216.0 argillaceous, strong HCI reaction 5.0 3:10 (5.0) (5.0) Run 44
_ 220.6ft: BJ, 30°, PR, PO, B, II 3:00 100% 100% 220.6ft: J, 60°, PR, PO-VT, B-A, 1-11, with calcite L1-25 3:27 3:58 3:25 590.8 221.0 5.0 2:43 (5.0) (5.0) Run 45 223.9ft: SH, 30°, PL, PO, C, II, with calcite 100% 100% - 225.1ft: J, 40°, SR, T, B, I, with calcite 2:07
- D 3:04 3:00 3:06 585.8 226.0 585.0 226.8 0.8 7:35/0.8 (0.8) (0.0) Run 46 226.2,226.5ft: BJ, 20-30°, UR, 0, B, II 4.2 1:07/0.2 100% 0% Run 47 3:32 (4.2) 1(4.2) 3:18 100% 100%
2:00 3:00 580.8 231.0 5.0 3:44 (5.0) (5.0) Run 48
~
100% 100%
2:55 3:31 3:26 3:19 575.8 236.0 5.0 3:22 (5.0) (5.0) Run 49 100% 100%
3:08 3:10 L1-26 3:00 2:58 570.8 241.0 5.0 3:35 (5.0) (5.0) Run 50 244.7ft: J, 50°, SR, PO, C, Ill, with calcite 100% 100% L6-5 -
3:00 3:01 2:57 3:16 565.8 246.0 5.0 3:17 (5.0) (4.4) Run 51 247.8ft: BJ, 20°, UR, T, B, II
~
100% 88% - 250.0ft: SH, 20°, PL, T, B, II, with trace calcite 3:08 L6-6 250.4-250.8ft: FZ, 30°, PL, 0, C, Ill, with calcite 2:54 251.2,251.7,252.1 ,253.0,255.0,255.8ft: SH, 30°, PL, T, B, II, with calcite 3:01 253.1ft: J, 55°, PR, 0, C, II, with calcite 247.3-250.0ft: As above to moderately bedded, bluish gray (5PB 5/1 ), strongly bioturbated with 3:54 coarse horizontal and vertical burrows filled with carbonate and sparry calcite, fossiliferous 560.8 251.0 5.0 4:16 (5.0) (4.4) Run 52 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-216 of706
ame GEOTECHNICAL CORING LOG SHEET 6 OF 10 BECHTEL PROJECT NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 COUNTY: Roane, TN I GEOLOGIST: C. Baldwin/M. Lear SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: D. White/0. Smith Boring Orientation BORING NO.: MP-202 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-55LC (C) Inclination: Vertical GROUND ELEV.: 811.8 ft (NAVD88) NORTHING: 570,922 US ft (NAD83) EASTING: 2,448,050 US ft (NAD83) Azimuth: NA TOTAL DEPTH: 461.0 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (ID): 140-lb Auto (331145)
DATE STARTED: 6/6/13 COMPLETED: 6/24/13 ICASING DEPTH: 14.2 ft CORE BARREL TYPE: HQ3/Diamond Impregnated core bits DRILL RUN L ELEV. DEPTH RUN REC. ROD SAMP.
RATE 0 ROCK DESCRIPTION AND REMARKS (ft) (ft) (ft) (It) (It) NO.
(Min/ft) % % G Continued from previous page 4:28 100% 88%
=
3:35 3:42 4:32 555.8 256.0 555.8 256.0 5.0 4:50 (5.0) (4.2) Run 53 LIMESTONE (MICRITE), light gray (N 7/) to gray (N 5/), strong, very thinly to moderately
~
100% 84%
- bedded, fresh, stylolitic, trace to few laminated to very thin, wispy/irregular and discontinuous 6:35 clayey Calcareous SILTSTONE partings, and few to little very thin to thin chert beds, lenses, 6:12 and nodules (gray to dark gray with calcite healed tensional fractures orthogonal to bedding);
L1-27 5:07 trace calcite filled pits and sparry calcite "bird eyes", common calcite healed fractures at 45-75° to core axis and roughly perpendicular to bedding orientation, strong HCI reaction 3:43 550.8 261.0 256.9-257.0ft: FZ, 30°, PL, 0, B, II 5.0 4:10 (5.0) (4.5) Run 54 257.6-260.1ft: J, 40-60°, VT, A, I, with calcite 100% 90%
- 258.0ft: J, 80°, UR, PO, C, II, with calcite 4:11 259.6ft: SH, 30°, PL, T, B, II 5:06 260.4-260.9ft: FZ, 30°, PL, T-0, B, II 7:07 261.6,262.0,262.6,263.5ft: BJ, 20-30°, UL-US, T, B, II 264.3-264.5ft: FZ, 0-10°, PR, T-VT, A-B, 1-11 8:42 264.7ft: BJ, 30°, PR, PO, C, Ill 545.8 266.0 5.0 3:31 (5.0) (4.5) Run 55 264.7ft: J, 80°, PR, VT, A, healed with calcite
~
100% 90%
- 266.2ft: J, 70°, VT, A, I, with calcite 3:54 267.2,268.4,269.0,269.2,269.7,270.0,270.3ft: BJ, 30°, PR, T-PO, C-B, 1-11 4:50 268.0-269.5ft: J, 45-60°, VT, A, I, with calcite 3:54 3:59 540.8 271.0 5.0 5:18 (5.0) (4.3) 271.7-271.9ft,272.4,273.6-273.9ft: BJ, 30°, PR, PO, C-B, II
~
Run 56 100% 86%
- 274.1ft: J, 10°, PR, PO, B, II 5:36 275.2ft: BJ, 30°, SR, T, A, I 5:50 4:45 5:10 535.8 276.0 5.0 8:30 (5.0) (2.3) Run 57 276.1-276.5ft, BJ(3), 30°, PR, PO, B, II
~
100% 46%
- 276.9,277.6ft: BJ, 30°, PL, T, A, I 5:06 277.3ft: J, 45°, SL, PO, B, II 4:50 278.1-278.7ft: BJ(4), 30°, PL, T-PO, C-B, II 4:46 279.1-280.1ft: FZ, BJ(6), 30° and J, oo 280.1-282.2ft: SZ, with calcite 7:19 L1-28 280.9ft: BJ, 30°, PL, PO, E, Ill 530.8 281.0 5.0 7:11 (5.0) (3.6) Run 58 276.9-282.2ft: SHEAR ZONE, intense shearing with calcite mineralization 100% 72%
- 282.9ft: BJ, 30°, PO, B, I 6:00 285.1-285.8ft: BJ(5), 30°, PL, T-PO, C-A, 1-11
=
5:09 4:03 3:36 525.8 286.0 5.0 6:18 (5.0) (3.5) 286.2,286.5,287.1ft: BJ, 30°, PR-PL-SL, T-PO, B-A, I
~
Run 59 100% 70%
- 287.8,288.0ft: SH, 30°, PUUL, PO, B, II 4:25 288.8,289.0ft: J, 45°, Pr, PO, C, II, with calcite 4:34 289.9,290.0,290.1 ,290.6,290.9ft: BJ, 30°, PL-PR, PO, B, I 3:37 L1-29 3:49 520.8 291.0 5.0 4:21 (5.0) (4.5) Run 60 291.4ft: BJ, 30°, PL, T, A, I
~
100% 90%
- 292.5,292.8,295.0,295.8ft: BJ, 30°, PR, T-PO, B-A, I 4:12 4:20 2:30 4:25 515.8 296.0 5:51 296.8,297.3,297.8,298.5ft: BJ, 30°, PL-PR, T-PO, C-B-A, 1-11
~
5.0 (5.0) (4.0) Run 61 100% 80%
- 298.8-299.0ft: FZ, 45°, SR, MO, K, Ill 5:59 299.7,300.1ft: BJ, 30°, SL, T, A, I 4:22 300.5-300.8ft: SH(4), 30°, PL, T, B-A, I 3:44 L1-30 3:09 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-217 of 706
ame GEOTECHNICAL CORING LOG SHEET 7 OF 10 BECHTEL PROJECT NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 COUNTY: Roane, TN I GEOLOGIST: C. Baldwin/M. Lear SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: D. White/0. Smith Boring Orientation BORING NO.: MP-202 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-55LC (C) Inclination: Vertical GROUND ELEV.: 811.8 ft (NAVD88) NORTHING: 570,922 US ft (NAD83) EASTING: 2,448,050 US ft (NAD83) Azimuth: NA TOTAL DEPTH: 461.0 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (ID): 140-lb Auto (331145)
DATE STARTED: 6/6/13 COMPLETED: 6/24/13 ICASING DEPTH: 14.2 ft CORE BARREL TYPE: HQ3/Diamond Impregnated core bits DRILL RUN L ELEV. DEPTH RUN REC. ROD SAMP.
RATE 0 ROCK DESCRIPTION AND REMARKS (ft) (ft) (ft) (It) (It) NO.
(Min/ft) % % G Continued from previous page 510.8. 301. 5.0 4:57 (5.0) (5.0) Run 62
~
100% 100% -
4:31 3:09 2:51 507.3 304.5
- - CALCAREOUS SILTSTONE, mostly very dark gray (5YR 3/1) to black (N 2.5/) to reddish 3:35 -
black (2.5YR 2.5/1 ), locally grading to dark reddish gray (5R 4/1) to very dusky red (1 OR 2.5/2) 505.8 306.0 5.0 3:31 (5.0) (5.0) Run 63 - and with trace very dark greenish gray (5GY 3/1 ), weak to medium strong and strong, 100% 100%
- laminated to moderately bedded, locally thickly bedded, fresh, with little to some interbedded 3:30 -
- - LIMESTONE (MICRITE/ PACKSTONE/ GRAINSTONE), light gray (10R 7/1), gray (2.5Y 5/1) 3:38 -
- to dark gray (N 4/), locally nodular and fossiliferous, trace calcite filled pits, and with few very 3:14 -
thin to thin chert beds, lenses, and nodules (greenish gray to dark gray and black, few reddish
- - brown, fractured as described previously); locally strongly bioturbated with horizontal and 2:32 -
vertical burrows, strong HCI reaction 500.8 311.0 -
5.0 4:03 (5.0) (4.8) Run 64 *- (Upper Blackford Formation-Unit A) 100% 96%
- - 305.5ft: J, 20°, PR, PO, B, II 4:16 -
- 312.8ft: J, 45°, PS, PO, B, I 3:56 -
- - 313.0,315.0ft: BJ, 30°, PRIUR, PO, B, II 3:26 - -*
3:20 -
495.8 316.0 -
5.0 4:31 (5.0) (4.5) Run 65 -
317.6,318.6,319.0,319.2ft: BJ, 30°, PR, T-PO, B, 1-11 100% 90%
- 320.7ft: BJ, 30°, PR, T, A, I 2:50 -
3:21 -
3:02 -
3:18 -
490.8 321.0 -
5.0 3:55 (5.0) (4.8) Run 66 - 321.2,321.7ft: BJ, 30°, PR, T-PO, B-A, I 100% 96%
- 322.3-322.5ft: FZ, 30°, PR, MO, D, II 3:44 -
3:34 -
2:33 -
3:13 -
485.8 326.0 -
5.0 8:00 (5.0) (4.4) Run 67 - 326.2,326.5ft: J, 0°, PR, T-PO, A, I, likely mechanically opened 100% 88%
- 327.0ft: BJ, 50°, PS, T, A, I 3:26 *-
L1-31
- - 329.0ft:, BJ, 30°, PS, T, B, I 3:04 -*
329.0ft: J, 50°, PR, T, B, II, mechanically opened 3:04 -
2:30 -*
480.8 331.0 *-
5.0 3:13 (5.0) (4.7) Run 68 -
332.5ft: BJ, 45°, PS, T, B, I 4:04 100% 94% -* 333.2ft: BJ, 30°, PS, T, B, I, with calcite
- - 333.5ft: J, 40°, PR, T, B, II 4:45 -*
335.1ft: BJ, 30°, Ps, PO, C, II 2:59
- - 335.7-335.9ft: BJ, 30°, PS, T-PO, B-A, II 2:37 -*
475.8 336.0 *-
5.0 3:47 (5.0) (4.6) Run 69 - 336.5ft: BJ, 30°, PR, T, A, I 100% 92%
- 338.5-338.8ft: BJ(3), 30°, PR, T-PO, B-A, I 2:39 -*
3:39 -
4:15 -
3:16 -
470.8 341.0 5.0 4:11 (5.0) (4.8) Run 70 - 341.4ft: BJ, 30°, PS, T, A, I 100% 96%
- - - 343.5-343.6ft: J, 0-10°, UR, T-PO, C-B, II, likely mechanically induced 3:36 -*
6:02 -
3:52 -*
3:55 *-
465.8 346.0 -
5.0 5:01 (5.0) (5.0) Run 71 *- 349.8ft: BJ, 30°, PR, PO, C, II 3:29 100% 100% *-
4:52 -
L1 *-
Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-218 of706
ame GEOTECHNICAL CORING LOG SHEET 8 OF 10 BECHTEL PROJECT NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 COUNTY: Roane, TN I GEOLOGIST: C. Baldwin/M. Lear SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: D. White/0. Smith Boring Orientation BORING NO.: MP-202 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-55LC (C) Inclination: Vertical GROUND ELEV.: 811.8 ft (NAVD88) NORTHING: 570,922 US ft (NAD83) EASTING: 2,448,050 US ft (NAD83) Azimuth: NA TOTAL DEPTH: 461.0 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (ID): 140-lb Auto (331145)
DATE STARTED: 6/6/13 COMPLETED: 6/24/13 ICASING DEPTH: 14.2 ft CORE BARREL TYPE: HQ3/Diamond Impregnated core bits DRILL RUN L ELEV. DEPTH RUN REC. ROD SAMP.
RATE 0 ROCK DESCRIPTION AND REMARKS (ft) (ft) (ft) (It) (It) NO.
(Min/ft) % % G Continued from previous page 4:20 -
3:04 -
460.8 351.0 -
5.0 4:19 (5.0) (4.8) Run 72 3:40 100% 96% -
3:08
~ ~ ~81_----------------------------------
CALCAREOUS SILTSTONE, mostly dusky red (5R 3/2), with dark reddish gray (5R 4/1) and
__3§}.7 4:27 -
- very dusky red (10R 2.5/2), grading to dark reddish gray (7.5R 3/1) and reddish black (2.5YR 3:10 -
2.5/1 ), locally very dark gray (5YR 3/1) to black (N 2.5/) with trace very dark greenish gray 455.8 356.0 -
5.0 4:18 (5.0) (5.0) Run 73 *- (5GY 3/1 ), weak to medium strong and strong, laminated to moderately bedded, locally thickly 100% 100%
- bedded, fresh, with few to little interbedded LIMESTONE (MICRITE/ PACKSTONE/
3:56 -
GRAINSTONE), light gray (10R 7/1), gray (2.5Y 5/1), to dark gray (N 4/), with trace very dark 3:49 -
greenish gray (5GY 3/1 ), locally nodular and fossiliferous, trace calcite filled pits, and with few
- - very thin to thin chert beds, lenses, and nodules (dark gray to reddish brown and dusky red to 3:44 -
- - black, fractured as described previously); locally strongly bioturbated with horizontal and 3:00 -
- vertical burrows, strong HCI reaction 450.8 361.0 -*
354.4ft: BJ, 30°, SR, PO, B, I 5.0 4:58 (5.0) (4.8) Run 74 *-
100% 96%
- 355.1 ,355.7ft: BJ, 30°, PRISR, PO, B, I 3:41 -*
358.9ft: BJ, 45°, PS, T, A, I 3:26 L1-33
- - 361.3,362.1 ,362.4ft: BJ, 30°, PR, T-PO, B, II 362.9,364.3,364.5,365.1ft: BJ, 30°, PS-PRIUR, T, A, I 4:02 -
- - 365.4ft: BJ, 30°, PR, PO, B, II 4:24 -
445.8 366.0 5.0 4:58 (5.0) (4.7) Run 75 *- 366.3-367.2ft: SH, 80°, VT, A, I, with calcite 100% 94%
- 366.5ft: J, 30°, PR, PO, C, II 4:08 -
367.8,368.1ft: BJ, 30°, PR, PO, C, II 4:13 -
368.5,370.8ft: J, 45°, PRIUR, T-PO, A, I 3:20
- 370.9ft: BJ, 30°, PR, PO, B, II 3:56 -
440.8 371.0 -
5.0 4:50 (5.0) (5.0) Run 76 371.3ft: BJ, 30°, PS, T, A, I 3:00 100% 100% -
375.3ft: J, 45°, PR, PO, C, II 2:45 -
2:59 -
3:28 -
435.8 376.0 *-
5.0 3:44 (5.0) (3.9) Run 77 -
377.3,377.4,378.0-378.5(4),379.2-379.5(3),380.7,380.8ft: BJ, 30°, PR, T-PO, C-B, 1-11 100% 78%
3:48 -
5:03 -
3:47 -
2:34 -
430.8 381.0 *-
5.0 5:11 (5.0) (4.8) Run 78 - -*
100% 96% *-
2:44 -
3:21 -*
4:10 -
2:59 L6-9 -*
425.8 386.0 *-
5.0 3:28 (5.0) (5.0) Run 79 386.8,388.0,388.9,390.5ft: BJ, 30-35°, PS, T-PO, B-A, I 3:31 100% 100% -
3:00 - -*
2:23 -
3:30 420.8 391.0 -*
5.0 6:18 (5.0) (4.7) Run 80 *- 391.4,391.6ft, J, 0°, PRISR, MO-PO, C, II 100% 94%
- 392.4ft, J, 50°, UR, PO, B, II 3:03 -*
- - 392.5ft: BJ, 30°, PR, PO, B, II 2:45 -
2:38 -*
2:31 -
415.8 396.0 -*
5.0 3:40 (5.0) (5.0) Run 81 *- 398.5ft: BJ, 40°, PS, T, A, I 100% 100%
- 400.3ft: BJ, 45°, PS, T, A, I 3:37 -*
Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-219 of706
ame GEOTECHNICAL CORING LOG SHEET 9 OF 10 BECHTEL PROJECT NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 COUNTY: Roane, TN I GEOLOGIST: C. Baldwin/M. Lear SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: D. White/0. Smith Boring Orientation BORING NO.: MP-202 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-55LC (C) Inclination: Vertical GROUND ELEV.: 811.8 ft (NAVD88) NORTHING: 570,922 US ft (NAD83) EASTING: 2,448,050 US ft (NAD83) Azimuth: NA TOTAL DEPTH: 461.0 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (ID): 140-lb Auto (331145)
DATE STARTED: 6/6/13 COMPLETED: 6/24/13 ICASING DEPTH: 14.2 ft CORE BARREL TYPE: HQ3/Diamond Impregnated core bits DRILL RUN L ELEV. DEPTH RUN REC. ROD SAMP.
RATE 0 ROCK DESCRIPTION AND REMARKS (ft) (ft) (ft) (It) (It) NO.
(Min/ft) % % G Continued from previous page 2:50 -
CALCAREOUS SILTSTONE, mostly dusky red (5R 3/2), with dark reddish gray (5R 4/1) and 2:46
- - very dusky red (10R 2.5/2), grading to dark reddish gray (7.5R 3/1) and reddish black (2.5YR 2.5/1 ), locally very dark gray (5YR 3/1) to black (N 2.5/) with trace very dark greenish gray 2:46 -
(5GY 3/1 ), weak to medium strong and strong, laminated to moderately bedded, locally thickly 410.8 401.0 -
5.0 2:54 (5.0) (4.9) Run 82 bedded, fresh, with few to little interbedded LIMESTONE (MICRITE/ PACKSTONE/
100% 98%
GRAINSTONE), light gray (10R 7/1), gray (2.5Y 5/1), to dark gray (N 4/), with trace very dark 4:05 -
greenish gray (5GY 3/1 ), locally nodular and fossiliferous, trace calcite filled pits, and with few 3:39
- - very thin to thin chert beds, lenses, and nodules (dark gray to reddish brown and dusky red to black, fractured as described previously); locally strongly bioturbated with horizontal and 2:21 -
vertical burrows, strong HCI reaction (continued) 2:37 -
- - 403.1 ,403.2ft: BJ, 30°, PR, PO, C, II 405.8 406.0 -
403.9ft: J, 30°, UR, PO, B, II 5.0 3:20 (5.0) (4.1) Run 83 -
407.7-408.2ft: BJ(3), 30°, PR, PO, B-E,11-111 100% 82%
2:35 -
3:38 .,;;.;;, - 4 Q . 3 & _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - __4~.2 CALCAREOUS SILTSTONE, variably very dark gray (5YR 3/1) to black (N 2.5/) to reddish 4:27 - -*
black (2.5YR 2.5/1) and dusky red (5R 3/2) and reddish gray (7.5R 3/1) to very dusky red (10R
- - 2.5/2), weak to medium strong and strong, laminated to moderately bedded, locally thickly 4:05 *-
400.8 411.0 -
bedded, fresh, with little to some interbedded LIMESTONE (MICRITE/ PACKSTONE/
5.0 4:18 (5.0) (5.0) Run 84 *- GRAINSTONE), light gray (10R 7/1) to gray (2.5Y 5/1) and dark gray (N 4/), locally nodular L1-34 *-
3:43 100% 100% -
- and fossiliferous, trace stylolites and calcite filled pits, and with few very thin to moderate chert beds, lenses, and nodules (dark gray to reddish brown and dusky red to black, few with red 4:04 -
- - jasper specks, fractured as described previously); locally strongly bioturbated with horizontal 5:36 -
and vertical burrows, strong HCI reaction
- - 408.6,408.9ft: BJ, 30°, PR, T-PO, B-A, I 5:50 -
- - 409.3-409.8ft: BJ(3), 30°, PRIUR, T-PO, C-B, 1-11 395.8 416.0 -
5.0 5:33 (5.0) (4.2) Run 85 - 410.0ft: BJ, 30°, SR, PO, C, II 100% 84%
- 413.4,413.8ft: BJ, 40°, PR, PO, C, II 4:39 -
- 414.6ft, J, 40°, PR, PO, C, II 5:53 -
416.3(2),416.8,417.5,418.1ft: BJ, 40°, PR, PO, C-B, 1-11
- - 417.6,418.0ft: J, 0°, PR, PO, B, II 5:47 -
418.6-419.8ft: BJ(3), 40°, PR, T-PO, C-B, 1-11 3:18 -
- - 419.1ft: J, 40°, PR, PO, C, II 390.8 421.0 -
419.9ft: BJ, 30°, UR, T, B, I 5.0 5:12 (5.0) (4.8) Run 86 -
100% 96%
-* - 423.9ft: J, 45°, SR, PO, B, II 4:14 -
- - 424.1ft, BJ, 40°, PR, PO, B, I 4:18 -*
4:09 -
4:54 -*
385.8 426.0 -
5.0 4:45 (5.0) (4.8) Run 87 429.3,429.6ft: BJ, 40-45°, PR, T, A, I 3:50 100% 96% *-
3:30 -*
4:09 -
4:25 -*
380.8 431.0 *-
5.0 4:33 (5.0) (4.6) Run 88 -
431.0ft: BJ, 40°, PR, T, A, I 4:11 100% 92% -* 431.6-431.9ft: BJ(3), 40°, PR, PO, C-A, 1-11
- - 432.5,432.9ft: BJ, 40°, PR, PO, B-A, II 5:05 *-
- -* 433.5ft: J, 50°, PR, T, A, I 4:18
- - 434.7ft: J, 45°, PR, T, A, I 3:55 -
375.8 436.0 5.0 3:52 (5.0) (4.9) Run 89 - 438.0,438.1 ,439.4,439.8,440.6ft: BJ, 35-40°, PR-PS, T, C-B, II 100% 98% L1-35 4:35 -*
4:13 -
5:22 -*
3:47 *-
370.8 441.0 5.0 3:51 (5.0) (4.2) Run 90 - 442.3,443.9ft: BJ, 40°, PRIUR,T, A, I 100% 84%
- - - 442.5ft: BJ, 40°, PR, PO, B, II 5:10 - -*
444.9-445.7ft: BJ(5), 40°, PR, T-PO, C-A, I-ll 3:30 -
3:57 - -*
4:56 *-
365.8 446.0 -
365.8 446.0
'*11 (<;(l\ (~ Run 91 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-220 of 706
ame GEOTECHNICAL CORING LOG SHEET 10 OF 10 BECHTEL PROJECT NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 COUNTY: Roane, TN I GEOLOGIST: C. Baldwin/M. Lear SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: D. White/0. Smith Boring Orientation BORING NO.: MP-202 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-55LC (C) Inclination: Vertical GROUND ELEV.: 811.8 ft (NAVD88) NORTHING: 570,922 US ft (NAD83) EASTING: 2,448,050 US ft (NAD83) Azimuth: NA TOTAL DEPTH: 461.0 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (ID): 140-lb Auto (331145)
DATE STARTED: 6/6/13 COMPLETED: 6/24/13 ICASING DEPTH: 14.2 ft CORE BARREL TYPE: HQ3/Diamond Impregnated core bits DRILL RUN L ELEV. DEPTH RUN REC. ROD SAMP.
RATE 0 ROCK DESCRIPTION AND REMARKS (ft) (ft) (ft) (It) (It) NO.
(Min/ft) % % G Continued from previous page 100% 54% LIMESTONE (GRAINSTONE/WACKESTONE/MICRITE), gray (5Y 6/1 to N 6/), strong, very
~
7:16 thinly to moderately bedded, fresh, fossiliferous, with little to some laminated to thinly bedded 6:41 Calcareous SILTSTONE, reddish black (2.5YR 2.5/1) to black (N 2.5/), and few very thin to 3:50 moderate chert beds and lenses (dusky red to reddish brown and black with olive gray and dusky red mottling, fractured as described previously); trace bioturbation and calcite filled pits, 3:39 strong HCI reaction (continued) 360.8 451.0 5.0 4:24 (5.0) (3.7) Run 92 446.2-447.1ft: BJ(8), 30°, PR, T-PO, D-A, 1-11
~-
4:09 100% 74% 447.8ft: J, 0°, PR, PO, C, II, likely mechanical 447.9ft: BJ, 30°, UR, PO, B, II 4:00 448.5-448.9ft: BJ(5), 30°, PRIUR, T-PO, C-B, 1-11 5:46 449.1ft: J, 0°, PR, PO, C, II, likely mechanical 449.9ft: J, 40°, PR, PO, C, II 4:25 450.5,450.6ft: BJ, 40°, PRISR, PO, C, II 355.8 456.0 5.0 4:52 (5.0) (4.6) Run 93 451.5,451.9,452.3ft: BJ, 40°, PL-SR, PO, C-B, 1-11 100% 92% 452.7-453.4ft: sz 3:25 L1-36 454.0ft: BJ, 30°, PR, T, A, I 3:30 455.5-455.9ft: BJ, 30°, PR, PO, D-C, II 456.6ft: BJ, 30°, PR, T, B, I 3:46 458.1 ,458.2ft: BJ, 30°, PR, PO, B, I 3:26 350.8 458.6,458.9ft: BJ, 30-40°, PRISR, PO, B, 1-11 461.0 350.8 461.0 Boring and coring terminated at 461.0 feet.
Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-221 of 706