ML19030A559

From kanterella
Jump to navigation Jump to search
Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix B.1 - Pages 546-553
ML19030A559
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: ML19030A559 (8)
v • d • e


Text

ame GEOTECHNICAL CORING LOG Prepared By: MBL Date: 3/5/14 Checked By: JCM Date: 3/5/14 SHEET 1 OF 6 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-417 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-55 (TSD) Inclination: Vertical GROUND ELEV.: 772.7 ft (NAVD88) NORTHING: 569,915 US ft (NAD83) EASTING: 2,446,630 US ft (NAD83) Azimuth: NA TOTAL DEPTH: 320.1 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (I D): 140-lb Auto (373705)

DATE STARTED: 6/12/13 COMPLETED: 6/23/13 ICASING DEPTH: 43.0 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 @ 43.0 ft 729.7 43.0 2.0 3:15 (1.3) (0.0) Run 1 -

- IL~.

CALCAREOUS SILTSTONE, greenish black (10Y 2.5/1) to very dark greenish gray (10Y 4.j.l 3:19 65% 0% -

  • - 3/1) and dark greenish gray (10Y 4/1), weak to medium strong, laminated to very thinly 727.7 45.0 *- bedded, moderately to slightly weathered, interbedded with trace to few, laminated to very 5.0 4:39 (4.0) (2.2) Run 2 -

- thinly bedded LIMESTONE (MICRITE); slight to moderate bioturbation, strong HCI reaction 2:37 80% 44% -

  • - (Lincolnshire Formation-Fieanor Member-Unit B)

- 43.3,43.7,44.2,44.3ft: BJ, 40°, PS, PO, C, IV 2:26 -

- 43.3ft: J, 50°, PS, T, C, IV 2:27

  • - 45.1 ,45.6,46.1 ,47.2,47.7ft: BJ, 40°, PST-PO, C, Ill 1:59 47.5,48.5ft: J, 50°, PS, T, C, Ill 722.7 50.0 -

5.0 2:25 (5.0) (4.2) Run 3 -

51.7ft: J, 50°, PS, T, C, Ill 2:18 100% 84% -

  • - 51.9-52.1ft: FZ, 0-30°, PR-SR, T-0, C-D, Ill 52.4,52.5ft: BJ, 30°, PS, T, C, Ill 3:15 -~OQ_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ !g.7

~ CALCAREOUS SILTSTONE, dusky red (2.5YR 3/2) to weak red (5R 4/2), weak to medium 2:05 -

- strong, laminated to very thinly bedded, locally with moderately to thickly bedded appearance, 2:45 *- slightly weathered to fresh, interbedded with few to little, laminated to thin LIMESTONE 717.7 55.0 -

5.0 2:11 (5.0) (3.3) Run 4 -

- (MICRITE), gray (N 5/) to greenish gray (5BG 6/1) and reddish gray (7.5R 5/1 ); moderately to 100% 66% -*

strongly bioturbated, trace calcite filled pits, strong HCI reaction 2:15 *-

  • - 54.8ft: BJ, 40°, PS, T, C, II 2:30 55.2,56.3,57.0,57.5,57.8,58.3,58.7ft: BJ, 30°, PS, PO, C, II
  • - 57.0,58.7,58.8,59.4ft: J, 50°, PS, T, C, Ill 2:47 -

2:52 - -*

712.7 60.0 -

5.0 3:04 (4.9) (2.3) Run 5 -

  • - 60.4,60.5,60.8,61.0,61.2,62.1 ,62.8ft: BJ, 35°,PS, T, C, II 2:37 98% 46% - -* 60.4,60.8,62.5,62.8,63.8ft: J, 50-60°, PR, T-PO, B-C, II
  • - 61.8-62.3ft: Healed joints spaced at about 0.1' 2:43 *-

- 62.2ft: J, 50°, PS, Ill 1:59 -

  • - 62.8ft: J, 50°, PS, T, C, II 1:58 -

707.7 65.0 5.0 5:53 (5.0) (3.1) Run 6

  • - 65.2ft: J, 0°, PS, VT, B 2:58 100% 62% -

65.5ft: J, 40°, PS, VT, B

  • - 66.9,67.2,67.4,67.6,68.0,68.1,68.3,69.0,69.5,69.8ft: BJ, 35°, PS, T-PO, C, II 2:29 *-

67.8ft: BJ, 50°, PS, T, C, Ill 3:34 -*

3:04 -

702.7 70.0 -

5.0 5:05 (5.0) (3.2) Run 7 -

  • - 70.4ft: J, 25°, PS, T, C, II 4:03 100% 64% -

70.5ft: BJ, 40°, PS, PO C, II 71.1,71.5ft: BJ, 30°, PS, T-PO, C, II 3:21 -

71.8ft: J, 70°, PS, T, C, Ill 3:41 -*

- 72.2ft: J, 10°, PS, T, C, II 72.8ft: J, 30°, PS, T, C, II, and BJ, 25°, PR, T, B, II 4:01 -

73.1ft: J, 20°, PR, T-PO, B, II 697.7 75.0 -

5.0 4:51 (4.6) (1.2) Run 8 -* 73.6ft: BJ, 30°, PR, T, D, Ill 92% 24%

  • - 74.2-74.5ft: FZ, 30° and 60°, PR, T, B, II 2:17 -

74.5ft: BJ, 30°, PS, T, C, II 1:23 - -* 75.4ft: J, 50°, PS, T, C, II

- 76.0ft: BJ, 30°, PS, T, C, II 2:56 -

  • - 77.5ft: J, 70°, SR, PO, C, II 4:44 -
  • - 78.2-79.7ft: FZ/BJ, 30°, PS, T, C, II, spaced at 0.1' 692.7 80.0 *-

5.0 5:14 (5.0) (3.7) Run 9 -*

80.3,80.7ft: BJ, 30°, SR, T, C, II 3:30 100% 74%

  • - 81.2ft: J, 50°, SR, T-PO, C, II

- -* 82.0ft: J, 10°, PS, T-PO, C, II 3:09 -*

82.6,83.4,83.7,83.9,84.0ft: BJ, 30°, PS, T, C, II-III 2:46 -

_ 6 § 8 1 . _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ~.0 687.7 85.0 1:45

~ LIMESTONE(WACKESTONE/GRAINSTONE), reddish gray (7.5R 5/1) to greenish gray (10Y 5/1 ), strong, laminated to moderately bedded, fresh, with some laminated to thinly bedded, 5.0 1:40 (5.0) (3.5)

~

Run 10 diffuse, Calcareous SILTSTONE interbeds; strong HCI reaction 1:37 100% 70%

85.0,86.6,86.9,87.5,88.4ft: BJ, 35°, PS, T-PO, C, II 1:42 85.8ft: J, 50-60°, VT, A, I, with calcite

- 86.8,88.0ft: J, 65-70°, PS, T, C, II 1:33 1:47 ~13§.31._---------------------------------- - - ~.5 682.7 90.0 5.0 2:25 (5.0) (5.0) Run 11 -

  • - 89.6,90.4ft: BJ, 30-35°, PS, T-PO, C, II 1:36 100% 100% -

Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-546 of 706

ame GEOTECHNICAL CORING LOG SHEET 2 OF 6 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-417 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-55 (TSD) Inclination: Vertical GROUND ELEV.: 772.7 ft (NAVD88) NORTHING: 569,915 US ft (NAD83) EASTING: 2,446,630 US ft (NAD83) Azimuth: NA TOTAL DEPTH: 320.1 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (I D): 140-lb Auto (373705)

DATE STARTED: 6/12/13 COMPLETED: 6/23/13 ICASING DEPTH: 43.0 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, dusky red (2.5YR 3/2) to weak red (7.5R 4/2), locally with 1:33 greenish gray (5GY 4/1 ), weak to medium strong, laminated to very thinly bedded, locally with 1:42 -

  • - moderately to thickly bedded appearance, fresh, interbedded with few to little, laminated to 1:58

- thin, locally discontinuous and diffuse LIMESTONE (MICRITE), gray (N 5/) to greenish gray 677.7 95.0 *- (5BG 6/1 ); moderately to strongly bioturbated with horizontal and vertical burrows, trace calcite 5.0 2:04 (5.0) (4.3) Run 12 -

- filled pits, strong HCI reaction (continued) 1:28 100% 86% -

95.1ft: J, 45°, US, T, C, IV

  • - 98.6-99.2ft: BJ, 45°, PS, T, C, II, spaced at about 0.1' 1:51 -

99.6ft: BJ, 30-35°, PS, 0, C, II 1:18 -

2:30 -

672.7 100.0 5.0 3:30 (5.0) (5.0) Run 13 -

104.5ft: BJ, 30°, PR, T, B, II 100% 100%

2:42 -

2:38 -

1:47 -*

1:57 -

667.7 105.0 -

5.0 1:48 (5.0) (4.6) Run 14 -

  • - 106.7ft: J, 50°, PS, T, C, II 1:42 100% 92% -

- 107.1ft: J, 10°, PR, PO, C, II 109.3ft: BJ, 35°, PS, T, C, II 2:04 -

100.7-110ft: FZ, 50°, PS, T, A, I 2:10 - -*

1:48 -

662.7 110.0 -

5.0 5:31 (5.0) (5.0) Run 15 -

- 111.1ft: J, 40°, PS, VT, A-B, IV 3:02 100% 100% -

- 113.7ft: J, 70°, PR, VT, A, I, mechanically opened 3:11 *-

3:25 -

3:33 -

657.7 115.0 -

5.0 2:05 (5.0) (5.0) Run 16

- 117.2ft: J, 50°, PR, T, B, II 2:55 100% 100% -

3:14 -

3:08 -

3:45 -

652.7 120.0 5.0 3:55 (5.0) (5.0) Run 17 -

- 121.6,122.0ft: BJ, 35°, BJ/SH, PL, VT, C, II 3:53 100% 100% -

123.3ft: J, 50°, PS, T, C, II 123.8ft: BJ, 35°, PS, PO, C, II 3:01 -* -

2:40 -

3:59 -*

647.7 125.0 *-

5.0 3:26 (4.9) (4.3) Run 18 -

- 127.5ft: BJ, 35°, PS, T, B, II 3:26 98% 86% -*

  • - 127.9ft: BJ, 30°, PS, T, C, II
  • - 128.1ft: J, 60°, PS, T, C, II 3:18 -

129.1,129.3ft: BJ, 30°, PS, T, C, II 3:47 -

2:55 -*

642.7 130.0 *-

4.8 2:32 (4.8) (4.0) Run 19 -

  • - 130.1,130.3,131.4,131.8ft: BJ, 35°, PS, T, C, II 2:16 100% 83% -* 131.3ft: J, 70°, PS, T, C, II 2:47 -

3:05 -

637.9 134.8 2:13/0.8 -*

5.0 4:15 (5.0) (5.0) Run 20

  • - 137.5ft: BJ, 35°, PR, T-PO, C, II 2:35 100% 100% -

2:32 -

2:21 -*

3:04 -

632.9 139.8 -

Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-547 of 706

ame GEOTECHNICAL CORING LOG SHEET 3 OF 6 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-417 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-55 (TSD) Inclination: Vertical GROUND ELEV.: 772.7 ft (NAVD88) NORTHING: 569,915 US ft (NAD83) EASTING: 2,446,630 US ft (NAD83) Azimuth: NA TOTAL DEPTH: 320.1 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (I D): 140-lb Auto (373705)

DATE STARTED: 6/12/13 COMPLETED: 6/23/13 ICASING DEPTH: 43.0 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 5.2 2:37 (5.1) (4.9) Run 21 -

CALCAREOUS SILTSTONE, dusky red (2.5YR 3/2) to weak red (7.5R 4/2), locally with 2:55 98% 94% -

  • - greenish gray (5GY 4/1 ), weak to medium strong, laminated to very thinly bedded, locally with 2:13 -
  • - moderately to thickly bedded appearance, fresh, interbedded with few to little, laminated to 9

~ =ig 2._ 1 thin, locally discontinuous and diffuse LIMESTONE (MICRITE), gray (N 5/) to greenish gray -- ~.8 1

2:33 (5BG 6/1 ); moderately to strongly bioturbated with horizontal and vertical burrows, trace calcite I 2:19 -

  • - 1

!il~djli~ ~r()llg_Hg _rEJa_<:ti()ll _fr;o_fl_tirJu~)_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I 627.7 145.0 -

CALCAREOUS SILTSTONE, greenish black (10Y 2.5/1) to black (N 2.5/), weak to medium 5.0 1:40/0.2 (5.0) (5.0) Run 22 3:17 strong, laminated to thinly bedded, fresh, with trace laminated LIMESTONE (MICRITE); slight 100% 100% -

  • - bioturbation, strong HCI reaction 2:14 -

145.0ft: BJ, 30°, PS, T, B, II 2:12 -

-624.5 148.2 1:48 LIMESTONE (MICRITENVACKESTONE), dark gray (N 4/), medium strong to strong, thinly 622.7 150.0 5.0 1:53 2:08 (5.0) (5.0) Run 23

~ ~g_2 1._

1 bedded and nodular, fresh, with little to some irregular interbeds of Calcareous SILTSTONE, dark greenish gray (5G 5/1 ); strong HCI reaction (Lincolnshire , -1§Cl.O

~

100% 100% 1 F_<>rlll<l!i_Oil_-~d~Oil_ ~lll_bE!I"*.lJn_i!_ ~ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ j 1:20 LIMESTONE (MICRITE), argillaceous, gray (N 6/) to dark gray (N 4/ and 5Y 4/1) and dark 1:41 greenish gray (10Y 4/1), medium strong to strong, laminated to moderately bedded and locally

- nodular, fresh, interbedded with little to some Calcareous SILTSTONE, very dark gray (N 3/ to 1:11 5Y 3/1 ), very dark greenish gray (1 OY 3/1 ), greenish black (1 OY 2.5/1 ), and black (N 2.5/ to 5Y 1:22 2.5/1 ), locally dark reddish gray (2.5YR 3/1) to reddish black (2.5YR 2.5/1 ), and trace to few 617.7 155.0 very thin to thin chert beds, lenses, and nodules (greenish gray to dark gray and black, with 5.0 2:09 (5.0) (5.0) Run 24

~

calcite healed tensional fractures); locally with fossils, slight to moderately bioturbated, trace 2:08 100% 100% calcite filled pits and burrows and sparry calcite "bird eyes", strong HCI reaction 2:01 153.8ft: BJ, 35°, PS, T, C, II 2:50 2:55 612.7 160.0 5.0 1:59 (5.0) (5.0) Run 25 163.5ft: J, 45°, PR, T, C, II

~

1:46 100% 100%

1:57 2:01 1:53 607.7 165.0 5.0 2:14 (5.0) (5.0)

~

Run 26 2:39 100% 100%

2:50 3:02 2:20 602.7 170.0 5.0 3:27 (5.0) (5.0) Run 27

~

2:28 100% 100%

2:34 2:04 2:29 597.7 175.0 5.0 2:20 (5.0) (5.0) Run 28 176.0ft: J, 50°, PR, T, B, II 100% 100%

2:45 1:35 1:54 2:42 592.7 180.0 5.0 2:01 (5.0) (5.0) 180.1ft: SH, 50°, PL, T, B, II

~

Run 29 1:43 100% 100% 181.3,182.1,182.4,183.1,183.8,183.9ft: BJ/SH, 35°, PL, T, B, II 2:06 2:32 2:46 587.7 185.0 3:10

~

5.0 (5.0) (5.0) Run 30 2:37 100% 100%

2:24 2:25 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-548 of 706

ame GEOTECHNICAL CORING LOG SHEET 4 OF 6 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-417 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-55 (TSD) Inclination: Vertical GROUND ELEV.: 772.7 ft (NAVD88) NORTHING: 569,915 US ft (NAD83) EASTING: 2,446,630 US ft (NAD83) Azimuth: NA TOTAL DEPTH: 320.1 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (I D): 140-lb Auto (373705)

DATE STARTED: 6/12/13 COMPLETED: 6/23/13 ICASING DEPTH: 43.0 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), argillaceous, gray (N 6/) to dark gray (N 4/ and 5Y 4/1) and dark 582.7 190.0 2:31

~ greenish gray (10Y 4/1), medium strong to strong, laminated to moderately bedded and locally 5.0 3:23 (5.0) (5.0) Run 31

~

nodular, fresh, interbedded with little to some Calcareous SILTSTONE, very dark gray (N 3/ to 3:05 100% 100% 5Y 3/1 ), very dark greenish gray (1 OY 3/1 ), greenish black (1 OY 2.5/1 ), and black (N 2.5/ to 5Y 2.5/1 ), locally dark reddish gray (2.5YR 3/1) to reddish black (2.5YR 2.5/1 ), and trace to few 2:25

- very thin to thin chert beds, lenses, and nodules (greenish gray to dark gray and black, with 2:00 calcite healed tensional fractures); locally with fossils, slight to moderately bioturbated, trace 2:27 calcite filled pits and burrows and sparry calcite "bird eyes", strong HCI reaction (continued) 577.7 195.0 191.5ft: J, 50°, PR PO, C, Ill 5.0 2:50 (5.0) (5.0) Run 32 198.6ft: BJ, 35°, PS, T, C, II

~

2:12 100% 100%

2:15 2:18 2:25 572.7 200.0 5.0 3:14 (5.0) (4.8) Run 33 200.1ft: J, 50°, PR, T, C, II

~

3:09 100% 96%

- 5 7 _ 0 ] _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - __2~.0 2:24 LIMESTONE (MICRITE), gray (2.5Y 5/1 to N 5/) to dark gray (2.5Y 4/1 to N 4/), strong, very 2:28 - thinly to moderately bedded, fresh, locally argillaceous, interbedded with few to little laminated to very thin, wavy and discontinuous, locally diffuse Calcareous SILTSTONE, very dark gray 2:33 (5Y 3/1) to black (N 2.5/), and few to little very thin to thin chert beds, lenses, and irregular 567.7 205.0 5.0 3:07 (5.0) (4.9) Run 34 nodules (gray to bluish gray and black, with calcite healed tensional fractures orthogonal to 100% 98% bedding); locally with stylolites, trace bioturbation, trace calcite filled pits and burrows, strong 1:56 HCI reaction 2:02 202.1ft: BJ, 45°, PS, T, C, II

- 202.9ft: J, 50°, PS, T, C, II 2:11 205.4,206.5,207.4,207.9,208.6,209.4,209.6ft: BJ, 35°, PS, T, C, II 2:15 202.3-211.0ft: J, 70-90°, VT, A, I, with calcite spaced at about 1.0' 562.7 210.0 5.0 3:39 (5.0) (4.4) Run 35 210.0,21 0.4,212.1 ,212.4,212.6,214.5,214.6ft: BJ/SH, 35°, PL, T, C, II

~

2:39 100% 88%

3:25 3:14 2:42 557.7 215.0 5.0 4:14 (4.9) (3.6) Run 36 216.9,217.1 ,218.3,218.6,219.6,219.7ft: BJ, 35-40°, PS-PL, T, C, II

~

3:01 98% 72%

3:19 2:10 3:28 552.7 220.0 5.0 4:16 (5.0) (4.7) Run 37 223.3ft: J, 50°, PS, PO, C, II

~

2:40 100% 94% 224.7ft: BJ, 35°, PL, 0, C, II 3:45 3:05 3:08 547.7 225.0 5.0 6:57 (5.0) (3.0) Run 38 225.7,227.2,227.6,228.1ft: BJ, 35°, PS-PL, T, C, II

~

3:04 100% 60% 227.8,228.3,229.5ft: SH/BJ, 35-60°, PL, T, B, II 229.4ft: SH, 65°, PL, T, C, II 4:08 4:10 2:28 228.9-229.5ft: SHEAR ZONE, multiple calcite healed shears at 40-65° to core axis 542.7 230.0 5.1 7:19 (5.1) (4.5) 230.2ft: J, 65°, PR, VT, A, I, with calcite

~~

Run 39 4:40 100% 88% 232.2ft: J, 45°, PS, T, C, II 232.8ft: BJ/SH, 35°, PL, T, C, II 3:37 233.5-234.0ft: J, 70-90°, VT, A, I 4:52 233.2-233.5ft: SHEAR ZONE, multiple calcite healed shears at 20-30° to core axis 2:39/1.1 537.6 235.1 5.0 4:50 (5.0) (5.0) Run 40 235.2,236.2ft: BJ, 30°, US, T, B, II 5:06 100% 100% 235.3-238.0ft: FZ, 90°, VT, A, I, with calcite and spaced at about 0.5' 238.6ft: SH, 30°, VT, A, I, with calcite Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-549 of 706

ame GEOTECHNICAL CORING LOG SHEET 5 OF 6 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-417 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-55 (TSD) Inclination: Vertical GROUND ELEV.: 772.7 ft (NAVD88) NORTHING: 569,915 US ft (NAD83) EASTING: 2,446,630 US ft (NAD83) Azimuth: NA TOTAL DEPTH: 320.1 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (I D): 140-lb Auto (373705)

DATE STARTED: 6/12/13 COMPLETED: 6/23/13 ICASING DEPTH: 43.0 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 5:29 238.7ft: J, 30°, PR, T, B, II

~

3:45 239.5ft: BJ, 35°, T, B, II 4:15 LIMESTONE (MICRITE), gray (2.5Y 5/1 to N 5/) to dark gray (2.5Y 4/1 to N 4/), strong, very 532.6 240.1 thinly to moderately bedded, fresh, locally argillaceous, interbedded with few to little laminated 5.0 3:35 (5.0) (5.0) Run 41

~

to very thin, wavy and discontinuous, locally diffuse Calcareous SILTSTONE, very dark gray 3:41 100% 100% (5Y 3/1) to black (N 2.5/), and few to little very thin to thin chert beds, lenses, and irregular nodules (gray to bluish gray and black, with calcite healed tensional fractures orthogonal to 3:10 - bedding); locally with stylolites, trace bioturbation, trace calcite filled pits and burrows, strong 3:10 HCI reaction (continued) 242.1,243.0ft: BJ/SH, 35°, PL, T, B, II 2:40 527.6 245.1 244.0ft: BJ, 35°, PS, T, C, II 5.0 3:23 (5.0) (5.0) Run 42 246.8,247.6ft: BJ/SH, 35°, PS, T, C, II

~

3:01 100% 100% 248.7ft: J, 65°, PR, PO, C, Ill 2:50 -

3:27 2:32 249.0-249.3ft: SHEAR ZONE, multiple calcite healed shears at 30-60° to core axis 522.6 250.1 5.0 3:59 (5.0) (5.0) Run 43 250.4ft: J, 50°, PS, VT, A, I

~

3:02 100% 100%

3:15 519.9 252.8 3:23 -

CALCAREOUS SILTSTONE, very dark greenish gray (10Y 3/1) to very dark gray (N 3/) and

- black (N 2.5/1 ), locally grading to reddish black (2.5YR 2.5/1) and very dusky red (2.5YR 2:08 *- 2.5/2) with dark greenish gray (5GY 4/1 ), weak to medium strong and strong, laminated to 517.6 255.1 -

5.0 2:36 (5.0) (5.0) Run 44 -

- very thinly bedded, locally with thickly bedded appearance, fresh, and little to some, 100% 100% -*

laminated to moderately bedded and nodular LIMESTONE (MICRITE/WACKESTONE),

1:38 *-

  • - gray (N 6/ to N 5/) and bluish gray to dark bluish gray (5PB 6/1 to 4/1 ), and few very thin to 2:33 thin chert beds, lenses, and nodules (gray to dark gray and black, few with reddish brown,

- with calcite healed tensional fractures); bioturbated, trace calcite filled pits and burrows, 2:55 -

  • - strong HCI reaction (Upper Blackford Formation-Unit A) 2:43 - -*

512.6 260.1 -

5.0 5:45 (5.0) (5.0) Run 45 -

  • - 262.5ft: J/SH, PL, T, C, II 3:17 100% 100% - -* 264.5ft: J, 50° and 70°, VT, A, I, intersecting joints with calcite 3:37 -

3:39 -

2:57 -

507.6 265.1 5.0 3:28 (5.0) (5.0) Run 46

  • - 265.7ft: SH, 30°, VT, A, I, with calcite 2:15 100% 100% -

2:10 -

2:27 -

1:58 - -*

502.6 270.1 5.0 2:40 (5.0) (5.0) Run 47 -

  • - 271.0ft: SH, 50°, PL, T, C, II 2:29 100% 100% *-

- -* 272.7,273.2,273.9ft: SH, 35°, PL, T, C, II

  • - 273.0ft: J, 35°, PS, VT, A, I 2:18 *-

- 274.3,274.5,274.7ft: J, 0-15°, VT, A, I, with calcite 2:36 274.4ft: J, 30°, VT, A, I 2:40 -

497.6 275.1 -

5.0 2:55 (5.0) (4.7) Run 48 -*

  • - 275.3,278.2,278.3ft: BJ, 20°, SR, 0, B, II, mechanical breaks 3:18 100% 94% -
  • - 275.5ft: J, 10°, VT, A, I, with calcite 3:39 *-

2:55 -*

2:42 -

492.6 280.1 *-

5.0 4:00 (5.0) (5.0) Run 49 -*

281.9,282.7,283.4ft: BJ, 35°, PS, T-PO, C, II 100% 100%

2:53 -

3:13 -

2:31 -

2:14 *-

487.6 285.1 -

5.0 3:45 (4.9) (3.6) Run 50 - -*

Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-550 of 706

ame GEOTECHNICAL CORING LOG SHEET 6 OF 6 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-417 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-55 (TSD) Inclination: Vertical GROUND ELEV.: 772.7 ft (NAVD88) NORTHING: 569,915 US ft (NAD83) EASTING: 2,446,630 US ft (NAD83) Azimuth: NA TOTAL DEPTH: 320.1 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (I D): 140-lb Auto (373705)

DATE STARTED: 6/12/13 COMPLETED: 6/23/13 ICASING DEPTH: 43.0 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 3:22 98% 72% -

CALCAREOUS SILTSTONE, very dark greenish gray (10Y 3/1) to very dark gray (N 3/) and 2:35

  • - black (N 2.5/1 ), locally grading to reddish black (2.5YR 2.5/1) and very dusky red (2.5YR

- 2.5/2) with dark greenish gray (5GY 4/1 ), weak to medium strong and strong, laminated to 2:45 -

- very thinly bedded, locally with thickly bedded appearance, fresh, and little to some, 2:30 -

laminated to moderately bedded and nodular LIMESTONE (MICRITE/WACKESTONE),

482.6 290.1 -

gray (N 6/ to N 5/) and bluish gray to dark bluish gray (5PB 6/1 to 4/1 ), and few very thin to 5.0 4:32 (5.0) (5.0) Run 51 thin chert beds, lenses, and nodules (gray to dark gray and black, few with reddish brown, 3:18 100% 100% -

  • - with calcite healed tensional fractures); bioturbated, trace calcite filled pits and burrows, strong HCI reaction (Upper Blackford Formation-Unit A) (continued) 2:55 -

- 286.7-288.1ft: J, 50-60°, PR, VT, A, I, with calcite spaced at about 0.1' 3:18 -

287.5ft: SH, 35°, PL, VT, A, I, with calcite

  • - 287.7ft: SH, 60°, VT, A, I, with calcite 2:58 -

477.6 295.1 -

  • - 289.3ft: J, 50°, PR, T-PO, B, II 5.0 3:12 (5.0) (5.0) Run 52

- 289.3,289.7ft: BJ, 30°, PR, T-0, B, II, minor core loss at 289.7ft 2:39 100% 100% -

  • - 297.9,298.9ft: J, 50°, PR, T, B, II

- 300.0ft: J, 50°, PS, T, C, II 2:41 -

2:38 -

3:05 -

472.6 300.1 *-

5.0 6:44 (5.0) (5.0) Run 53 -

6:50 100% 100% -

3:35 -

5:32 -

3:47 -

467.6 305.1 5.0 3:26 (5.0) (4.3) Run 54 -

305.9ft: J, 40°, PR, T-PO, B, II 3:13 100% 86%

- 306.5ft: J, 0°, SR, T, B, II 306.7,306.9,307.1,307.5,308.4ft: BJ, 30-40°, PR, T-PO, B, II 3:37 -

- 308.2ft: J, 50°, PR, T-VT, B, II 5:05 -*

3:42 - 4 Q . 3 Q _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - __3~.7 462.6 310.1 ~

CALCAREOUS SILTSTONE, greenish black (10Y 2.5/1) to black (N 2.5/) grading to reddish 4.9 3:05 (4.9) (4.9) Run 55 -

black (2.5YR 2.5/1) and very dusky red (10R 2.5/2), weak to medium strong and strong, 4:56 100% 100% -

  • - laminated to very thinly bedded with thickly bedded appearance, fresh, with few laminated to 4:03

- very thin, locally diffuse LIMESTONE (MICRITE) interbeds, trace very thin to thin chert beds

- (dark gray with calcite healed tensional fractures); moderately to strongly bioturbated, strong 3:35 -

  • - HCI reaction 3:42/0.9 - -*

457.7 315.0 5.1 6:57 (5.0) (5.0) Run 56 -

  • - 309.8ft: BJ, 30-40°, PR, T-PO, B, II 4:42 98% 98% -*

315.2ft: J/SH, 45°, PL, T, B, II 2:35 2:29 -

2:37/1.1 -*

452.6 320.1 -*

  • - 452.6 320.1 Boring and coring terminated at 320.1 feet.

Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-551 of 706

Core Photographs Clinch River SMR Project Boring MP -417 AMEC Project No. 6468-13-1072 MP-417 -Boxes 1 and 2 RUN INTEI(Vi;L !Ill _!lEC.J..ftl -I ),,I IWD I!U - 11.. 1

~uto:~-

I 4-Lif -qs-p' PiC: rS..~!.~~

Rr¥J:o' 07- ,r<.~}t.'/S '-9J.o~~

.;a~

R11~-3 ~G'-95-o' RCC5frool. ~?CJ.P:I.f.'l ~~fl. --

R~J~ ff.l~ *&o.d ~').o*, (ift PVJ ~1 '661-CLINCH HIVW SMI~ I'IWJECT AMEC PIWJECT 64fi!/ 1J 1071 ll( ll G MP-4-17 BOX_2 _ _

IJEP111 GO .6 Ill] TO -9 .o' (11)

IWN INTERVAL (Ill I~EC lltl- I 'Y.)I~QI) (lll -1 ,. 1 Ru~__g ?S.~ -M D. ~~~i l=t\) "I.'L1..'ff.

~u~- '1 "()60'-f}jd fl'r.'S o\ao*,_~:i)' ~--

V-ut-\ -(G ~s.o'-<io9 R((:)rltQf P{IJ:;r.; -:?01- w-CLINCH /~/VEl? SMI? PIWJECT AMEC 1'/WJECT lidli/J 13 1072 IWR!NG _MP.:_ill_aox l DEI' l 'i 9QD' (ft) TO r():).o' (ft)

Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-552 of 706

Core Photographs Clinch River SMR Project Boring MP -417 AMEC Project No. 6468-13-1072 PU I~TERVAL If! I RIC llli- I'll. ! 6QQ lftl- l"k)

J\r,1E C IWJC:C f..' ll 1 - -

RIJN*Ill- !OS.o'-rro.~/~lf.6'ttz1 Rv -F->_IJ'J.tJ -(()o'[~roo%/~J'<~~

tlOHING l'\~L\\1 _, *'. 5 Ru>>-16 f(C;.b~/ZO ~~* t001ho't~t>i.

  • JEPTH JO~i_t!! tro:~ \10.0/ft)
~~~~-...........

-*----- -- -~JPli'Y"'~...~,.~-- --- -

. o-. * '.  ! 0 0 * * . -= * .' . . ... : .* ........ lll ... * *** **

CLINCH lWEI~ SMR PIWJECT I~MEC PIWJECT li 'fi/11 311!7.!

BOI?ING t'\P-l.\\1 jj(J,.., b DEPTH fl.P.O {Ill TO l"3.tl (ft)

RUN IN fEINAL flU REC ift1 -I ,, *t.UD lftl l"ll RvN ZD nt('i-5.13'7&/5. trot (s.ri (oo/.

RoN*11 M'l. l'i5rtj~~'£.o"l-1,5.2'ftJ()/.

Rv~--u mo-t5oCJ7~r7<fl3.l'i.P..'O!J)

RUN INTERVAl Ill\ R C (It, I" I .~QO 1111 1"/.}

Ru 11 I'Ao

  • ISS o'jio' tool fr"F* fool IJ()I\Ii* MJ7 'II 7 ~ 'Rill.JtU l\i>o* 1cc Yso'm;/"!1 !1;1 1t:.I'ITI J/() ()' If* /( :J (J 'II) .Pv ~ /{" 16' ' 1~50 /"'.'irn /rlf')CilJ 4 *-

Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-553 of 706

Retrieved from "https://kanterella.com/w/index.php?title=ML19030A559&oldid=2525378"