ML18003A504

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Part 08 Enclosures (Rev. 1) - Part 8 - Enclosures - Geotechnical Exploration and Testing Data Report Appendix B.1 Geotechnical Logs Part 03 Pages B.1-29 Thru B.1-40
ML18003A504
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: ML18003A504 (12)
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Text

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: K. Lloyd SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: L. Carter/J. Rosser Boring Orientation BORING NO.: MP-102 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-750X (P) Inclination: Vertical GROUND ELEV.: 797.9 ft (NAVD88) NORTHING: 570,098 US ft (NAD83) EASTING: 2,448,404 US ft (NAD83) Azimuth: NA TOTAL DEPTH: 350.6 ft ISAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 IROD TYPE: AWJ IHAMMER (I D): 140-lb Auto (323438)

DATE STARTED: 7/6/13 ICOMPLETED: 7/11/131 HOLE DIA.: 4" ICASING DEPTH: 5.8 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 797.9 Ground Surface 797.9 0.0

{~f.~ u.u 1 2 3 SS-1 FILL: FAT CLAY with Gravel (CH), yellowish brown (10YR

~ 5/6) to brownish yellow (10YR 6/6), medium stiff, moist, high

~ >~

~

. . . . . . . ...... . ...... plastic fines, little fine to coarse subangular gravel, strong to I- no HCI reaction 794.4 3.5 < .

r 3 4 50/0.2 . . . . . . . . . . . . . . . . . .. SS-2 793.4 4.5

... . .. . .... . . . . . . . . . WEATHERED ROCK: LIMESTONE (WACKESTONE), light 792.2 5.7 ~ 792.1 olive brown (2.5Y 5/3), very dense, highly to moderately 50/0.1 ~

SS-3

\weathered, strong HCI reaction Soil drilling halted. Log continues on geotechnical coring log 1-Observed water levels:

9.7 ft bgs, AM 7/7/13 7.8 ft bgs, AM 7/8/13 6.6 ft bgs, AM 7/9/13 6.9 ft bgs, AM 7/10/13 7.0 ft bgs, AM 7/11/13 I-I-

1-I-

I-1-

1-I-

Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-29 of 706

ame GEOTECHNICAL CORING LOG Prepared By: MBL Date: 3/5/14 Checked By: JCM Date: 3/5/14 SHEET 1 OF 8 BECHTEL PROJECT NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 COUNTY: Roane, TN I GEOLOGIST: K. Lloyd SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: L. Carter/J. Rosser Boring Orientation BORING NO.: MP-102 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-750X (P) Inclination: Vertical GROUND ELEV.: 797.9 ft (NAVD88) NORTHING: 570,098 US ft (NAD83) EASTING: 2,448,404 US ft (NAD83) Azimuth: NA TOTAL DEPTH: 350.6 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (I D): 140-lb Auto (323438)

DATE STARTED: 7/6/13 COMPLETED: 7/11/13 ICASING DEPTH: 5.8 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 @ 5.8 ft 792.1 5.8 4.8 4:42/0.8 (3.5) (2.6) Run 1 LIMESTONE (WACKESTONE/MICRITE), light olive brown (2.5Y 5/3), medium strong to 0.

~~

I~L.

5:55 73% 54% strong, thinly to moderately bedded, moderately to slightly weathered, trace calcite filled pits

- and vugs, strong HCI reaction (Benbolt Formation-Unit E) 4:57 5.8-7.0ft: FZ, UR, 0, C, Ill, highly weathered, loss of recovery 3:57 7.9-8.1ft: CAVITY/VOID-Rod drop 8.7,9.0,9.3,9.4ft: BJ, 30°, PRIURISR, 0, C-D, Ill 787.3 10.6 4:33 9.2ft: J, 55°, UR, PO, C, Ill, with calcite and iron staining 2.5 3:52 (2.4) (2.0) Run 2 9.8-10.0ft: CAVITY/VOID-Rod drop 2:51 96% 80% 10.3ft: J, 50°, VT, A, I, spaced at <0.1' with calcite (intact) 785.1 11.2ft: J, 0-25°,UR, D, C, Ill 784.8 13.1 0:25/0.5 (____11&

\12.2,12.4ft: BJ, 30°, PR, P0-0, C, Ill 783.6 14.3 1.3 N-50/0.2 1:22/0.3 (1.3) (0.8)

SS-4 Run 3

~ 783.6 CAVITY/VOID: filled with FAT CLAY (CH), brownish yellow (10YR 6/6), medium stiff to hard'(____1_+/-l_

\moist, high plastic fines, no HCI reaction; SPT SS-4 (13.1-14.3'=2-5-50/0.2')

7R2::l 1!'iR 7:42 100% 62% -

CALCAREOUS SILTSTONE, light olive brown (2.5Y 5/3) with trace very dark gray (5Y 3/1 ),

5.0 5:43 (3.2) (0.5)

Run 4 -

- -* weak to medium strong, laminated to very thinly bedded, highly to slightly weathered, with few 64% 10%

4:01 -

  • - interbedded LIMESTONE (GRAINSTONE); trace to few pits and vugs 5:03

- (separate/non-touching), discolored and iron stained through out, strong HCI reaction

- 15.6-20.6ft: FZ, PR-UR, P0-0, C, Ill, BJ at 30°, J at 65-90°, spaced at 0.2' 5:34 -

- 20.6-21.7ft: FZ, 25-30°, SR-PR, P0-0, C-D, Ill 6:15 -*

777.3 20.6 -

5.0 5:14 (4.8) (2.0) Run 5 -

. 6 l _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ~.6 5:47 96% 40% ~ _ 7 ZCALCAREOUS SILTSTONE, very dark gray (5Y 3/1) with trace light olive brown (2.5Y 5/3),

3:34

  • - - medium strong, laminated to very thinly bedded, moderately to slightly weathered, with few interbedded LIMESTONE (GRAINSTONE); trace to few pits and vugs 2:42 -
  • - (separate/non-touching), discoloration and iron staining along bedding joints, strong HCI 5:32 -
  • - reaction 772.3 25.6 -

5.0 6:06 (4.8) (3.0) Run 6

  • - 23.1-23.6ft: FZ, 20-30°,UR-SR, PO, C, Ill 4:25 96% 60% -

7706 24.8-25.2ft: FZ, 15-20°, UR, PO, C, Ill 273

- - ~ 125.6-30.6ft: J, 60-90°, VT, A, I, with calcite (intact), spaced 0.4' r- -*

3:24 - \.2~6_:?5J~6JJ-~-~t:_F;_ ~-~Cr,_PBf§_R,_P_<:>-Q. .§.-t; 1_1:111_ _ _ _ _ _ _ _ _ _ _ _ _ 1 6:03 LIMESTONE (MICRITE), very dark gray (5Y 3/1 ), strong, laminated to moderately bedded, slightly weathered to fresh, interbedded with little to some laminated to very thin Calcareous 6:31 767.3 30.6 SILTSTONE, and trace to few very thin chert lenses and nodules (black); trace to few calcite 5.0 4:13 (4.9) (3.7) Run 7 filled pits and burrows, strong HCI reaction 3:45 98% 74% 27.3ft: J, 60°, PR, PO, C, Ill, with calcite 28.1, 28.6, 28.9ft: J, 10-15°, PS, VT, A, I 3:47 - 28.2,29.0,29.8,30.3ft: BJ, 30-40°, US-PRIUR, PO, B-C-D, II-III, with clay infill 3:01 30.6-30.9ft: FZ, 25-30°, UR, PO, C, Ill, with clay infill; 60-90°,VT, A, I, with calcite (intact) 34.5-34.6ft: FZ, 25-30°, PS, PO, D, Ill, with clay 3:08 762.3 31.3,31.4,31.5,32.0,32.7,33.5,34.4,35.6ft: BJ, 25-30°, PS, PO, B, II 762.3 35.6 35.6 5.0 4:23 (5.0) (4.3) Run 8 - -i31.5,34.7ft: BJ, 15°, PS-PO, C, Ill, with calcite I

~

100% 86% 1:3?-§.3~.0f!:_.J, <)50..PB,_I"<2-_ c;_ 1_11, \,\(jttl_~cite _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J 5:04 LIMESTONE (MICRITE/WACKESTONE), dark gray (N 4/) to bluish gray (5PB 5/1), strong, 3:26 - very thinly to moderately bedded, fresh, fossiliferous, interbedded with little to some laminated 3:10 to very thin Calcareous SILTSTONE, very dark gray (N 3/), planar and wavy to irregular and diffuse bedding; trace to few calcite filled pits and burrows, trace bioturbation, strong HCI 3:33 reaction 757.3 40.6 5.0 3:36 (5.0) (4.8) Run 9 36.5ft: FZ, 35°, PS, T, B, I

~

100% 96% 36.9ft: BJ, 40°, PS, T, B, I 3:27 38.8ft: BJ, 10°, US, T-PO, B, II 3:49 - 39.2,39.6,40.1 ,40.3ft: BJ, 20-30°, PS, PO, B, II 3:04 30.6-40.6ft: trace vertical burrows and healed J, 55-65°, VT, A, I spaced at about 1.0' 40.6-40.9ft: FZ, 35°, PR, PO, B, II 4:02 41.2,42.4,43.0,44.0,44.3,45.2ft: BJ, 30-35°, PS, PO-T, B, II 752.3 45.6 5.0 4:17 (5.0) (4.6) Run 10 41.9ft: J, 10°, SS, PO, B, II

~

100% 92% 43.3ft: J, 65°, PR, PO, C, Ill, with calcite 2:15 46.9,48.0,48.5,49.2,50.1 ,50.3ft: BJ, 20-30°, PS, PO-T, B, II 2:10 - 50.5ft: J, 65°, PR, T, B, Ill 2:07 2:12 747.3 50.6 5.0 3:15 (5.0) (5.0) Run 11 51.2,54.7ft: BJ, 35-40°, PS, T, B, II

~

2:09 100% 100% 52.6, 53. 1ft: BJ, 25°, PS, T-PO, B, II 2:12 -

3:01 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-30 of 706

ame GEOTECHNICAL CORING LOG SHEET 2 OF 8 BECHTEL PROJECT NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 COUNTY: Roane, TN I GEOLOGIST: K. Lloyd SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: L. Carter/J. Rosser Boring Orientation BORING NO.: MP-102 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-750X (P) Inclination: Vertical GROUND ELEV.: 797.9 ft (NAVD88) NORTHING: 570,098 US ft (NAD83) EASTING: 2,448,404 US ft (NAD83) Azimuth: NA TOTAL DEPTH: 350.6 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (I D): 140-lb Auto (323438)

DATE STARTED: 7/6/13 COMPLETED: 7/11/13 ICASING DEPTH: 5.8 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/WACKESTONE), dark gray (N 4/) to bluish gray (5PB 5/1), strong, 742.3 55.6 3:05

~ very thinly to moderately bedded, fresh, fossiliferous, interbedded with little to some laminated 5.0 3:09 (5.0) (4.2) Run 12

~

to very thin Calcareous SILTSTONE, very dark gray (N 3/), planar and wavy to irregular and 2:18 100% 84% diffuse bedding; trace to few calcite filled pits and burrows, trace bioturbation, strong HCI

- reaction (continued) 2:52 56.3,56.5,56.6,57.2,57.5,58.0,59.5ft: BJ, 30°, PS, PO-T, B, II 3:10 56.3,56.4ft: J, 80°, PR, PO, C, Ill, with calcite 57.1 ,57.2,57.4ft: J, 60°, PS-PRIUR, PO-VT, C-A, Ill, with calcite 3:48 737.3 60.6 5.0 3:28 (5.0) (5.0) Run 13 61.0,61.8,62.5,63.5,63.9,64.7ft: BJ, 30-40°, PS, PO-T, B, II

~

3:49 100% 100%

3:11 -

4:11 4:40 732.3 65.6 5.0 4:16 (5.0) (5.0) 68.5,69.6ft: BJ, 30°, PR, PO-T, B, II

~

Run 14 2:37 100% 100% 68.6ft: J, 55°, PR, PO, C, Ill, with calcite 2:07 -

2:02 2:12 727.3 70.6 5.0 2:57 (5.0) (5.0) 72.3,72.9,75.1,73.6ft: BJ, 30-40°, PS-PR, T-VT, B, II

~

Run 15 2:18 100% 100% 75.4ft: J, 50°, PR, PO, C, Ill, with calcite 2:23 -

2:22 2:19 722.3 75.6 2:15

~

5.0 (5.0) (5.0) Run 16 75.6-85.6ft: As above with trace nodular bedding/appearance 1:58 100% 100% 75.8,77.9,78.6,79.0ft: BJ, 25-30°, PS-UR, PO-T, B, II 76.5ft: J, 10°, SR, PO, B, II 1:39 -

2:00 2:27 717.3 80.6 5.0 2:18 (4.9) (4.3) 81.8,82.6,83.0,83.1ft: BJ, 30-35°, PS, T-PO, B, II

~

Run 17 3:15 98% 86% 83.2,83.4,83.5ft: BJ, 30°, SR, 0, B, II 84.1,84.2,84.5ft: BJ, 15-25°, PR, PO-T, B, II 4:18 -

5:27 4:09 712.3 85.6 712.3 85.6 5.0 2:28 (5.0) (5.0) Run 18 LIMESTONE (WACKESTONE/MICRITE), gray to dark gray (N 6/-N 4/) and bluish gray (5PB

~

2:06 100% 100% 6/1 ), strong, very thinly to thinly bedded and nodular, fresh, fossiliferous, interbedded with little to some laminated to very thin Calcareous SILTSTONE, very dark gray (N 3/), irregular/wavy 1:41 - and diffuse bedding; trace to few calcite filled pits and burrows, trace bioturbation, strong HCI 1:38 reaction 87.2,88.0,89.7ft: BJ, 20-30°, PR, T, B, II 1:52 707.3 90.6 5.0 2:46 (5.0) (5.0) Run 19 91.8,94.4ft: BJ, 30°, PS, T, B, II

~

2:02 100% 100%

1:48 -

1:42 1:54 702.3 95.6 5.0 2:38 (5.0) (5.0) Run 20 96.5ft: SH, 30°, VT, A, PL, I, mechanical break with calcite 2:00 100% 100% 97.4,98.5,98.9,100.0ft: BJ, 25-30°, PS, PO-T, B, II 99.3ft: BJ, 30°, PL, PO, C, Ill, with calcite 1:57 - 99.7ft: J, 60°, PR, UT, A, II 1:48 1:55 697.3 100.6 5.0 2:24 (5.0) (4.8) 100.8,102.0,103.6,104.3,104.8ft: BJ, 25-30°, PS-PL, T-PO, C-B, Ill, with calcite

~

Run 21 1:56 100% 96%

Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-31 of 706

ame GEOTECHNICAL CORING LOG SHEET 3 OF 8 BECHTEL PROJECT NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 COUNTY: Roane, TN I GEOLOGIST: K. Lloyd SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: L. Carter/J. Rosser Boring Orientation BORING NO.: MP-102 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-750X (P) Inclination: Vertical GROUND ELEV.: 797.9 ft (NAVD88) NORTHING: 570,098 US ft (NAD83) EASTING: 2,448,404 US ft (NAD83) Azimuth: NA TOTAL DEPTH: 350.6 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (I D): 140-lb Auto (323438)

DATE STARTED: 7/6/13 COMPLETED: 7/11/13 ICASING DEPTH: 5.8 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 2:11 LIMESTONE (WACKESTONE/MICRITE), gray to dark gray (N 6/-N 4/) and bluish gray (5PB 2:12 6/1 ), strong, very thinly to thinly bedded and nodular, fresh, fossiliferous, interbedded with little 2:11 to some laminated to very thin Calcareous SILTSTONE, very dark gray (N 3/), irregular/wavy 692.3 105.6 and diffuse bedding; trace to few calcite filled pits and burrows, trace bioturbation, strong HCI 5.0 2:34 (5.0) (4.8) Run 22 reaction (continued) 3:24 100% 96% 106.2,107.3,108.2,109.1,109.7ft: BJ, 30-40°, PRISR-PL, PO-T, B, II 110.1ft: BJ, 40°, US, T, B, II 3:10 -

110.3ft: SH, 35°, PL, PO, C, II 2:11 2:30 687.3 110.6 5.0 2:36 (5.0) (4.8) Run 23 111.6,113.6,114.3,114.4,115.0ft: BJ, 30°, PS, PO-T, B, II

~

2:02 100% 96%

2:28 -

2:35 2:43 682.3 115.6 5.0 2:15 (5.0) (5.0) Run 24 116.4,120.0ft: BJ, 30-40°, PS, PO-T, B, II 2:01 100% 100% 117.1,119.1ft: BJ, 20-25°, US, T, B, II 1:58 -

1:57 1:58 677.3 120.6 5.0 2:26 (5.0) (4.7) Run 25 120.6,120.8,120.9,122.9,123.5ft: BJ, 30°, PS, PO-T, B, II 2:27 100% 94% 120.9ft: J, 60°, PR, PO, C, Ill, with calcite 122.4ft: BJ, 25°, PL, PO, C, Ill, with calcite 2:18 - 122.7,123.5,124.5ft: SH, 30°, VT, A, I, probable healed shears with calcite 2:19 2:09 672.3 125.6 5.0 2:43 (5.0) (4.8) Run 26 125.8, 128.3,129.9ft: BJ, 30°, PS, B, II

~

2:12 100% 96%

1:42 -

1:41 1:49 667.3 130.6 5.0 2:05 (5.0) (5.0) Run 27 133.2,134.2,134.9ft: BJ, 25-30°, US, T, B, II 100% 100%

1:58 1:55 -

2:04 2:27 662.3 135.6 5.0 2:26 (5.0) (5.0) Run 28 137.0,140.2ft: BJ, 30°, PS, T, B, II 100% 100% 138.3,138.9ft: BJ, 10-15°, PS, T-PO, B, II 2:12 2:06 -

1:49 2:14 657.3 140.6 5.0 2:10 (5.0) (5.0) Run 29 142.5,145.0ft: BJ, 25°, PL-PS, T, C, Ill, with calcite

~

1:57 100% 100% 142.9ft: J, 65°, PR, VT, A, Ill 1:59 -

1:43 2:09 652.3 145.6 5.0 2:09 (5.0) (50.0) Run 30 148.0ft: BJ, 15°, PS, PO, B, II

~

1:52 100% 1000%

2:04 -

1:48 2:25 647.3 150.6 5.0 2:30 (5.0) (5.0) Run 31

~

Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-32 of 706

ame GEOTECHNICAL CORING LOG SHEET 4 OF 8 BECHTEL PROJECT NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 COUNTY: Roane, TN I GEOLOGIST: K. Lloyd SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: L. Carter/J. Rosser Boring Orientation BORING NO.: MP-102 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-750X (P) Inclination: Vertical GROUND ELEV.: 797.9 ft (NAVD88) NORTHING: 570,098 US ft (NAD83) EASTING: 2,448,404 US ft (NAD83) Azimuth: NA TOTAL DEPTH: 350.6 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (I D): 140-lb Auto (323438)

DATE STARTED: 7/6/13 COMPLETED: 7/11/13 ICASING DEPTH: 5.8 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 2:28 100% 100% LIMESTONE (WACKESTONE/MICRITE), gray to dark gray (N 6/-N 4/) and bluish gray (5PB

=

2:18 - 6/1 ), strong, very thinly to thinly bedded and nodular, fresh, fossiliferous, interbedded with little to some laminated to very thin Calcareous SILTSTONE, very dark gray (N 3/), irregular/wavy 2:16 and diffuse bedding; trace to few calcite filled pits and burrows, trace bioturbation, strong HCI 2:39 reaction (continued) 642.3 155.6 2:13

~

5.0 (5.0) (5.0) Run 32 154.2ft: BJ, 20°, PS, T-PO, B, II 1:57 100% 100% 155.2ft: J, 55°, PS, T-PO, C, Ill, with calcite/pyrite 158.7ft: BJ, 30°, PL, T, C, Ill, with calcite/pyrite 2:05 -

2:15 2:26 637.3 160.6 637.3 160.6 5.0 2:45 (5.0) (5.0) Run 33 -

CALCAREOUS SILTSTONE, very dark gray (N 3/), strong, laminated to very thinly bedded, 2:04 100% 100% -

  • - fresh, interbedded with few to little laminated to thinly bedded LIMESTONE (MICRITE), gray (N 5/), planar to diffuse bedding; trace pyrite along bedding laminations, trace bioturbation, 2:15

- strong HCI reaction 2:19 -

163.7ft: BJ, 30°, PS, T, B, II

  • - 165.0ft: BJ, 20°, PS, T, B, II 2:37 -

632.3 165.6 - 164.9ft: J, 90°, PR, PO, C, Ill, with calcite 5.0 2:43 (5.0) (5.0) Run 34 2:02 100% 100% -

_ 6 } 0 ] _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - __1§"7.6 1:53 - LIMESTONE (WACKESTONE/MICRITE), dark gray (N 4/), strong, very thinly to moderately 1:38 bedded, fresh, fossiliferous, interbedded with little to some laminated to very thin Calcareous SILTSTONE, very dark gray (N 3/), wavy/wispy and irregular bedding; strong HCI reaction 1:53 627.3 170.6 5.0 2:34 (5.0) (5.0) Run 35 168.3,169.8ft: BJ, 30°, PS, PO, B, II

~

2:22 100% 100%

2:13 -

2:12 3:48 ~ l g 2 2 . _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - __1"7§.0 622.3 175.6 CALCAREOUS SILTSTONE, very dark gray (N 3/), strong, laminated to thinly bedded, fresh, 5.0 3:44 (5.0) (5.0) Run 36 -*

  • - interbedded with few to little laminated to thin LIMESTONE (MICRITE) and fossiliferous 2:55 100% 100% -
  • - LIMESTONE (WACKESTONE), dark gray (N 4/), planar to amorphous/diffuse bedding; trace bioturbation, strong HCI reaction 2:36 - 172.6ft: BJ, 25°, PS, T, B, II 2:10

- 173.5ft: J, 60°, PR, PO, C, Ill, with calcite 174.9ft: BJ, 20°, PS, T, B, II 2:13 *-

617.3 180.6 5.0 3:24 (5.0) (5.0) Run 37 - -*

3:31 100% 100% -

2:27 -

2:44 -

2:57 *-

612.3 185.6 -

5.0 2:43 (5.0) (5.0) Run 38 -

2:44 100% 100% -*

2:33 1:54 -

2:11 -*

607.3 190.6 -*

5.0 2:58 (5.0) (5.0) Run 39 *-

- -* 192.3,192.7ft: BJ, 30°, PS, VT, C, Ill, with calcite 2:15 100% 100% -*

2:25 *-

2:10 -

2:46 - -*

602.3 195.6 -*

5.0 3:57 (4.9) (4.8) Run 40

  • - 198.5,199.0ft: BJ, 10-15°, PS, PO, B, II 2:51 98% 96%

- -* 199.4ft: BJ, 30°, PS, VT, C, Ill, with calcite 2:42 2:14 *-

_ @ 8 , +/- _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - __1~.5 2:04 ~

Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-33 of 706

ame GEOTECHNICAL CORING LOG SHEET 5 OF 8 BECHTEL PROJECT NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 COUNTY: Roane, TN I GEOLOGIST: K. Lloyd SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: L. Carter/J. Rosser Boring Orientation BORING NO.: MP-102 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-750X (P) Inclination: Vertical GROUND ELEV.: 797.9 ft (NAVD88) NORTHING: 570,098 US ft (NAD83) EASTING: 2,448,404 US ft (NAD83) Azimuth: NA TOTAL DEPTH: 350.6 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (I D): 140-lb Auto (323438)

DATE STARTED: 7/6/13 COMPLETED: 7/11/13 ICASING DEPTH: 5.8 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 597.3. 200. 5.0 2:36 (5.0) (4.6) Run 41 LIMESTONE (WACKESTONE/MICRITE), dark gray (N 4/), strong, very thinly to thinly bedded,

~

100% 92% fresh, fossiliferous, interbedded with little to some laminated to thin Calcareous SILTSTONE, 1:24 very dark gray (N 3/); trace calcite filled pits and burrows, strong HCI reaction (continued) 3:14 - 200.9ft: J, 15°, SR, T, B, II 202.7ft: BJ, 30°, PS, T, B, II 2:36 203.2-203.5ft: FZ, 25°, UR, 0, K, IV (likely mechanical) 2:34 204.7ft: BJ, 30°, US, T-PO, B, II 592.3 205.6 5.0 2:56 (5.0) (5.0) Run 42 207.2ft: BJ, 30°, PL, T, C, Ill, with calcite

~

2:19 100% 100%

2:11 -

1:43 1:47 587.3 210.6 5.0 2:33 (5.0) (5.0) Run 43 211.4ft: BJ, 25°, PL, T, C, Ill, with calcite

~

2:27 100% 100% 213.6ft: BJ, 25°, US, PO, B, II 2:00 -

1:55

~5§.31_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _2H.8 1:54 LIMESTONE (GRAINSTONE), gray to dark gray (N 5/-N 4/), strong, thinly to moderately 582.3 215.6 5.0 2:10 (5.0) (5.0) Run 44 bedded, fresh, fossiliferous, trace to few laminated, wispy/irregular Calcareous SILTSTONE

~

100% 100% interbeds; few stylolites, trace calcite filled pits and burrows, strong HCI reaction 1:45 219.8ft: J, 30°, PS, PO, C, Ill, with calcite 1:34 -

1:46 1:52 577.3 220.6 5.0 2:10 (4.8) (4.6) Run 45 ...,L, 576.7 221.2 LIMESTONE (MICRITE), light brownish gray (2.5Y 6/2), strong, laminated to very thinly

~

2:16 96% 92%

bedded, fresh, interbedded with few to little laminated, locally diffuse Calcareous 2:06 - SILTSTONE, and few, very thin to thin chert beds, lenses, and irregular nodules (dark gray 2:26 to black with calcite healed tensional fractures orthogonal to bedding); trace calcite filled pits and burrows, strong HCI reaction (Rockdell Formation-Unit D) 2:47 572.3 225.6 5.0 3:23 (5.0) (5.0) Run 46 221.7,222.3,223.2,223.6,225.0ft: BJ, 30°, PL-PS, VT, C, Ill, with calcite

~

2:15 100% 100% 227.9ft: BJ, 20°, PS, T, B, II 1:54 -

1:42 1:57 567.3 230.6 567.2 230.7 5.0 2:56 (5.0) (4.9) Run 47

  • - CALCAREOUS SILTSTONE, black (N 2.5/), medium strong, laminated to very thinly bedded, 3:08 100% 98% - -* fresh, interbedded with little laminated to very thin LIMESTONE (MICRITE), very dark gray (N
  • - 3/), and little very thin chert beds, lenses, and nodules (dark gray to black with calcite healed 2:28 *-

- tensional fractures orthogonal to bedding); trace calcite filled pits and burrows, strong HCI 2:17 -* reaction 2:32 -

562.3 235.6 -*

2 2 9 5.0 2:29 (5.0) (5.0) Run 48 _5§. Q_ i231.8ft: BJ, 25°, PS, PO, B, II , - :3§*

100% 100% \.2;33.§-Ft:_!l.J,_ ~o,_PS_ "G_ Q, Ill, \\fith_c~c~ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I 2:16 LIMESTONE (MICRITE), light brownish gray (2.5Y 6/2) and grayish brown (2.5Y 5/2) to bluish 3:34 - gray (5PB 5/1 ), strong, laminated to moderately bedded, fresh, locally argillaceous, locally with 3:46 fossiliferous (WACKESTONE) beds, interbedded with few to some laminated to thin Calcareous SILTSTONE, very dark gray (N 3/), and few very thin to thin chert beds, lenses, 3:22 557.3 240.6 and irregular nodules (dark gray to black with calcite healed tensional fractures orthogonal to 5.0 3:01 (5.0) (5.0) Run 49 bedding); trace calcite filled pits, burrows, and sparry calcite "bird eyes", strong HCI reaction 2:50 100% 100% 238.8ft: J, 65°, PS, PO, C, Ill, with calcite 239.4,239.9ft: BJ/SH, 30°, PL, T, C, Ill, with calcite 2:53 - 245.2ft: BJ, 30°, PL, PO, C, Ill, with calcite 2:14 2:43 552.3 245.6 5.0 4:16 (5.0) (5.0) Run 50 245.6,245.9ft: SZ, 35-45°, several calcite-healed shears perpendicular to bedding 3:42 100% 100% 246.6ft: J, 55°, PR, PO, C, Ill, with calcite 3:19 -

Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-34 of 706

ame GEOTECHNICAL CORING LOG SHEET 6 OF 8 BECHTEL PROJECT NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 COUNTY: Roane, TN I GEOLOGIST: K. Lloyd SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: L. Carter/J. Rosser Boring Orientation BORING NO.: MP-102 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-750X (P) Inclination: Vertical GROUND ELEV.: 797.9 ft (NAVD88) NORTHING: 570,098 US ft (NAD83) EASTING: 2,448,404 US ft (NAD83) Azimuth: NA TOTAL DEPTH: 350.6 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (I D): 140-lb Auto (323438)

DATE STARTED: 7/6/13 COMPLETED: 7/11/13 ICASING DEPTH: 5.8 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 2:24 LIMESTONE (MICRITE), light brownish gray (2.5Y 6/2) and grayish brown (2.5Y 5/2) to bluish 547.3 250.6 5.0 3:28 2:39 (5.0) (5.0) Run 51

~ gray (5PB 5/1 ), strong, laminated to moderately bedded, fresh, locally argillaceous, locally with fossiliferous (WACKESTONE) beds, interbedded with few to some laminated to thin 100% 100% Calcareous SILTSTONE, very dark gray (N 3/), and few very thin to thin chert beds, lenses, 2:20 and irregular nodules (dark gray to black with calcite healed tensional fractures orthogonal to 2:22 - bedding); trace calcite filled pits, burrows, and sparry calcite "bird eyes", strong HCI reaction (continued) 2:47 2:29 542.3 255.6 5.0 2:14 (5.0) (5.0) Run 52 259.9ft: BJ, 50°, PS, PO, B, II 2:25 100% 100%

3:34 -

3:22 4:30 537.3 260.6 5.0 3:43 (4.9) (3.8) Run 53 260.7,262.9,263.2,263.5ft: BJ, 30-40°, PL, PO-T, B, Ill, with calcite 2:21 98% 76% 265.0-265.6ft: FZ, 35°, PS, PO, B, II, several closely spaced bedding joints 3:32 -

3:55 4:05 532.3 265.6 5.0 3:13 (5.0) (5.0) Run 54 266.3ft: BJ, 25°, PS, PO, B, II 4:33 100% 100% 267.1ft: BJ, 45°, US, PO, B, II 3:28 -

3:27 4:04 527.3 270.6 5.0 3:57 (4.9) (4.8) Run 55 273.8,274.3,275.3ft: BJ, 30°, PS, PO, B, II 2:57 98% 96%

2:40 -

3:20 4:41 522.3 275.6 5.0 3:15 (5.0) (4.6) Run 56 275.6,276.6,277.6,278.8ft: BJ, 30°, PS-PL, T, B, II 3:54 100% 92%

3:31 -

3:47 3:49 517.5 280.4 517.3 280.6 ---------------------------------------

5.0 2:24 (5.0) (5.0) Run 57 - CALCAREOUS SILTSTONE, greenish black (10Y 2.5/1), strong, laminated to very thinly 100% 100%

  • - bedded, fresh, interbedded with trace to few laminated to very thin LIMESTONE (MICRITE),

1:49 - -*

and trace very thin chert beds and lenses (black, fractured as above); trace calcite filled pits 1:44 -

- and burrows, trace pyrite along bedding laminations, strong HCI reaction 283.5,284.2ft: BJ, 30°, PR-PS, T, D-B, II 1:42 -*

2:23 -

512.3 285.6 -

5.0 2:30 (4.9) (4.9) Run 58 -*

98% 98%

2:05 -

- 5 1 0 , +/- _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - __2!3"7.5

~

2:39 - LIMESTONE (MICRITE), light brownish gray (2.5Y 6/2), strong, laminated to moderately bedded, fresh, locally argillaceous, interbedded with few to little laminated to very thin, 2:11 wispy/irregular and diffuse Calcareous SILTSTONE, very dark gray (N 3/) to greenish gray 4:09 (5GY 5/1) and locally dusky red (1 OR 3/2), and trace to few very thin to thin chert beds, lenses, 507.3 290.6 and irregular nodules (light gray to dark gray with calcite healed fracturing as described 5.0 3:15 (5.0) (5.0) Run 59 above); trace calcite filled pits and burrows, strong HCI reaction 3:19 100% 100%

288.5,289.1,289.7ft: BJ, 30°, PS, PO-T, B, II 3:43 _ 291.6,292.1 ,293.2ft: BJ, 30°, PS-PL, T-PO, B, II 293.5ft: SH, 30°, VT, A, I, with calcite 3:46 295.3ft: BJ, 30°, PL, C, Ill, with calcite 4:58 502.3 295.6 5.0 4:14 (5.0) (5.0) Run 60 296.7,297.5,299.2,300.1ft: BJ, 30°, PS-PL, PO-T, B, II 3:26 100% 100%

~ 300.3ft: J, 65°, PS, VT, A, II, with calcite and spaced at 0.05' Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-35 of 706

ame GEOTECHNICAL CORING LOG SHEET 7 OF 8 BECHTEL PROJECT NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 COUNTY: Roane, TN I GEOLOGIST: K. Lloyd SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: L. Carter/J. Rosser Boring Orientation BORING NO.: MP-102 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-750X (P) Inclination: Vertical GROUND ELEV.: 797.9 ft (NAVD88) NORTHING: 570,098 US ft (NAD83) EASTING: 2,448,404 US ft (NAD83) Azimuth: NA TOTAL DEPTH: 350.6 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (I D): 140-lb Auto (323438)

DATE STARTED: 7/6/13 COMPLETED: 7/11/13 ICASING DEPTH: 5.8 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 2:44 - LIMESTONE (MICRITE), light brownish gray (2.5Y 6/2), strong, laminated to moderately

~

bedded, fresh, locally argillaceous, interbedded with few to little laminated to very thin, 3:52 wispy/irregular and diffuse Calcareous SILTSTONE, very dark gray (N 3/) to greenish gray 5:06 (5GY 5/1) and locally dusky red (1 OR 3/2), and trace to few very thin to thin chert beds, lenses, 497.3 300.6 5.0 5:25 (4.9) (4.8) Run 61 and irregular nodules (light gray to dark gray with calcite healed fracturing as described 98% 96% above); trace calcite filled pits and burrows, strong HCI reaction (continued) 4:48 302.0,302.5,303.7,304.4,304.8ft: BJ, 30°,PS-PL, T-PO, C, Ill, with calcite 4:32 - 300.7,301.2,301.6ft: J, 65°, PS, VT, A, Ill, with calcite 4:23 5:14 492.3 305.6 5.0 4:07 (5.0) (5.0) Run 62 306.1 ,306.8,308.6ft: BJ, 30°, PS-PL, T, B, Ill, with calcite

~

3:24 100% 100%

3:12 -

3:13 3:58 487.3 310.6 5.0 5:05 (5.0) (5.0) Run 63 314.9ft: BJ, 30°, PL, T, C, Ill, with calcite/pyrite

~

5:08 100% 100% 315.2ft: BJ, 30°, PL, VT, A, I, spaced at 0.03' 4:50 -

3:28 4:31 482.3 315.6 5.0 4:00 (5.0) (4.6) Run 64 315.8,317.0,317.5ft: BJ, 30°, PL, T-PO, C, Ill, with calcite 4:44 100% 92% 316.1ft: J, 60°, PL, PO, C, Ill, with calcite 316.5,316.7ft: SH, 40-50°, VT, A, I, with calcite 3:41 -

2:41 - 4 Z _ 8 & _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - __3~.3 5:16 LIMESTONE (MICRITE), light brownish gray (2.5Y 6/2), strong, laminated to moderately 477.3 320.6 bedded and locally nodular, fresh, interbedded with few to little laminated to very thin, 5.0 4:16 (5.0) (4.5) Run 65 wispy/irregular and diffuse Calcareous SILTSTONE, very dark gray (N 3/), and trace to few 3:57 100% 90% very thin to thin chert beds, lenses, and irregular nodules (dark gray to black with calcite healed fractures as described above); trace stylolites, strong HCI reaction 2:48 - 319.6,321.1 ,322.0,322.8,323.7,324.9ft: BJ, 30°, PL, PO, C, Ill, with calcite 3:22 319.8-321.1ft: FZ, 60-80°, PR, VT-T, A, I, with calcite and spaced at about 0.05' 320.6ft: J, 75°, PR, PO, C, Ill, with calcite 3:25 322.3ft: J, 60°, PR, PO, C, Ill, with calcite 472.3 325.6 5.0 3:54 (5.0) (4.2) Run 66 322.8,323.5,324.1 ,324.5ft: SH, 30-35°, VT, A, I, with calcite 100% 84% 325.7,327.1 ,327.2,328.1ft: BJ, 30°, PL, T, C, Ill, with calcite 4:20 326.9,327.1 ,327.8,329.0,329.1 ,329.3ft: SH, 20-30°, VT, A, I, with calcite 4:36 - 327.5,328.3,329.4,329.7,330.3ft: BJ/SH, 30°, PL, T-PO, C, Ill, with calcite 3:56 329.1ft: SH, 60°, PL, PO, C, Ill, with calcite 5:13 467.3 330.6 5.0 5:02 (5.0) (4.7) Run 67 331.1ft: FZ, 40°, PR, T-0, C, Ill, with calcite 3:36 100% 94% 332.0,333.5,333.7,335.0ft: BJ, 30-40°, PL, T-PO, C, Ill, with calcite 332.3,334.8ft: SH, 30°, VT, A, I, with calcite 5:47 - 332.5-332.6ft: SZ, 15-25°, PL, T-PO, C, II, with calcite containing brecciated siltstone 5:10 333.1 ,334.4ft: J, 75-80°, VT, A, I, with calcite 5:33 462.3 335.6 5.0 4:07 (5.0) (4.5) Run 68 337.1 ,340.1ft: BJ, 30°, PR, P0-0, C, Ill, with calcite

~

4:08 100% 90%

4:00 -

3:58 5:07 457.3 340.6 5.0 5:09 (5.0) (4.8) Run 69 340.3-341.1ft: SZ/FZ, 50-60°,PL, T-PO, C, Ill, with calcite

~

3:54 100% 96% 342.2ft: BJ, 30°, PS, PO, C, Ill, with calcite 346.8,347.2,347.5,347.7,348.2ft: SH, 35-20°, PL, T-PO, C,11-111, with calcite 3:39 - 347.4, 347.9,348.6,348.9,350.3ft: SH, 30-70°, VT, A, I, with calcite (intact) 3:00 3:43 452.3 345.6 R"" 70 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-36 of 706

ame GEOTECHNICAL CORING LOG SHEET 8 OF 8 BECHTEL PROJECT NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 COUNTY: Roane, TN I GEOLOGIST: K. Lloyd SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: L. Carter/J. Rosser Boring Orientation BORING NO.: MP-102 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-750X (P) Inclination: Vertical GROUND ELEV.: 797.9 ft (NAVD88) NORTHING: 570,098 US ft (NAD83) EASTING: 2,448,404 US ft (NAD83) Azimuth: NA TOTAL DEPTH: 350.6 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (I D): 140-lb Auto (323438)

DATE STARTED: 7/6/13 COMPLETED: 7/11/13 ICASING DEPTH: 5.8 ft CORE BARREL TYPE: HQ3/Diamond Impregnated core bits DRILL RUN L ELEV. DEPTH RUN REC. ROD SAMP.

RATE NO. 0 ROCK DESCRIPTION AND REMARKS (ft) (ft) (ft) (It) (It)

(Min/ft)  %  % G Continued from previous page 5.0 (4.8) (4.2) LIMESTONE (MICRITE), light brownish gray (2.5Y 6/2), strong, laminated to moderately

~-

3:45 96% 84% bedded and locally nodular, fresh, interbedded with few to little laminated to very thin, 3:02 wispy/irregular and diffuse Calcareous SILTSTONE, very dark gray (N 3/), and trace to few very thin to thin chert beds, lenses, and irregular nodules (dark gray to black with calcite

~

3:05 healed fractures as described above); trace stylolites, strong HCI reaction (continued) 3:13 447.3 350.6 447.3 350.6 Boring and coring terminated at 350.6 feet.

d

~

C/o 0

0 g"""'

0""

~

u"""'

g"""'

u

~

~

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UL-----L---~~--~----~----~--~----~--~----------------------------------------------------------------------..J Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-37 of 706

Core Photographs Clinch River SMR Project Boring MP-102 AMEC Project No. 6468-13-1072 MP-1 02 -Boxes 1 and 2 LINLH RIVER S/.4~ l't<OJfCT AMEC tlRf;JEC T (ii.GI 13 1077

  • . *. . ... *.*... . 0 0 ~r *
  • I
  • o  : *' o I
  • o ' ** .. . .'

CliNCH RIVER SU 1'1 uJECT RUN INTe~VAL 1ft\ RECJftl=.r!!lBQO lft'-=..00 M~fC PR(;JH.. I li4GI13 1()72 tlOif!NG fVlp -102 _ _ o 1<;"(. 1.0.~

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CLIHCH RIVE:~ ~ I'KOJECT A EC PROJECT li46H 13 1072 ~,.J << -;.;-~,~

IJORJNG f"'P -102 BOX * '1 ~a~**I/H' l>fi'TH ~~ t.

AMEC PROJECT c.,,., IJ 11172 "Pv.J II s-~ <:- S'S""' S ci (too'/,) o* ltoo"'.)

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BOI~ING nP -!DL. BOX ~VH tz.. S%' 6or,,' Ll'l (%"1*) tt3f~c:...,.J DEPTH /fr) ro c.s ~ (It) "fu,., I) ,,o tr' "s-t.: S u' CIOo 'r,) ~ o' Ctoo*t.)

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1* ,y; ,_ * *~*~ :1....._--:,:~-**r. *

--- ~- _-

Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-38 of 706

Core Photographs Clinch River SMR Project Boring MP-102 AMEC Project No. 6468-13-1072 MP-1 02 -Boxes 5 and 6 Vo~ f+.

till). _fo_ ~ . '11 (ft)TO _ CfS 1o jll) P..,,l ~~ 10~- '1~' 51 r,oo7.) ~_{i!lO'I*J P ,. 'l..C> r1S" 1.* 1/))b

' troo*/.

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~

l'~* v lrtJf,

  • lo<b t .,

/OS lo 1/0 I. o, *oo*.J { { Yo *~o)

CLINCH RIVERS .1, PIWJtCT AMEC PIWJECT b*II*H13 Hn Dr,, '*]K"'

IJr)I~Jio,(j t1_P*/D'L riO)( '&

<;" *IZOio_ ~ri (100.,.) ~o* lroo*A)

L., c L IUO * .;. '( ( 94 ...,_

(Zo.fc,' -/15./o ~l{.-1!l:_ 4t/ '/~

  • VEP rH_ liO~-ltr)T O T2.~. ~ 1111 Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-39 of 706

Core Photographs Clinch River SMR Project Boring MP-102 AMEC Project No. 6468-13-1072 MP-102- Boxes 9 and 10 CL ~CH '=R SrlR PROjECT A *EC PROJECT 6461l13 1/J72 13C '111ir, -~ tlOX _!

IJH'ftl ~2S. fo_(h)TO ...t!Q...L11l)

AMEC PIWJECT fi. fiH 13 11'2 2C, f.!1P 101. R,,. 3o 130/?INC.

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IJEP/H _/~(II) TO JS"~~,It ("',J 31 1$().4'*/SS:~'

>'I.UH IHTERVAL (Ill REC lfll- 1"1!.1 ROO CHI- tfol p-.J 'l.l.

Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.140 of 706

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