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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)
	v • d • e

a me BECHTEL NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee BORING NO.:

MP-102 DRILL METHOD: Mud Rotary/Core GROUND ELEV.:

797.9 ft (NAVD88) NORTHING:

570,098 US ft (NAD83)

COUNTY:

GEOTECHNICAL BORING LOG Prepared By: MBL Date: 3/5/14 Roane, TN Checked By: JCM Date: 3/5/14 SHEET 1 OF 1 I GEOLOGIST: K. Lloyd DRILLER: L. Carter/J. Rosser Boring Orientation DRILL MACHINE: CME-750X (P)

Inclination: Vertical EASTING: 2,448,404 US ft (NAD83)

Azimuth:

NA TOTAL DEPTH: 350.6 ft I SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I ROD TYPE: AWJ I HAMMER (I D): 140-lb Auto (323438)

DATE STARTED: 7/6/13 I COMPLETED: 7/11/131 HOLE DIA.: 4" I CASING DEPTH: 5.8 ft I CORE SIZE:HQ3 I BITS USED: 4" Roller Cone ELEV.

(ft) 797.9

{~f.~

794.4 792.2 DEPTH BLOW COUNT BLOWS PER FOOT (ft) 0.5ft 0.5ft 0.5ft 0

20 40 60 80 100 Ground Surface u.u 1

2 3

~

>~ !

3.5 3

4 50/0.2 5.7 50/0.1 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-29 of 706 SAMP.

L 0

SOIL DESCRIPTION AND REMARKS NO.

G 797.9 0.0 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 SS-2 793.4 4.5

~

WEATHERED ROCK: LIMESTONE (WACKESTONE), light 792.1 olive brown (2.5Y 5/3), very dense, highly to moderately r 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-

a me 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 I CASING DEPTH: 5.8 ft CORE BARREL TYPE: HQ3/Diamond Impregnated core bits DRILL RUN L

ELEV. DEPTH RUN RATE REC.

ROD SAMP.

0 ROCK DESCRIPTION AND REMARKS (ft)

(ft)

(Min/ft)

(It)

NO.

G Begin Coring @ 5.8 ft 792.1 5.8 4.8 4:42/0.8 (3.5)

(2.6)

Run 1

~

I~L.

LIMESTONE (WACKESTONE/MICRITE), light olive brown (2.5Y 5/3), medium strong to

0.

5:55 73%

54%

strong, thinly to moderately bedded, moderately to slightly weathered, trace calcite filled pits 4:57 and vugs, strong HCI reaction (Benbolt Formation-Unit E) 5.8-7.0ft: FZ, UR, 0, C, Ill, highly weathered, loss of recovery 3:57 7.9-8.1ft: CAVITY/VOID-Rod drop 787.3 10.6 4:33 8.7,9.0,9.3,9.4ft: BJ, 30°, PRIURISR, 0, C-D, Ill 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) 784.8 13.1 785.1 11.2ft: J, 0-25°,UR, D, C, Ill

(____11&

0:25/0.5

~

\\12.2,12.4ft: BJ, 30°, PR, P0-0, C, Ill N-50/0.2 SS-4 783.6 CAVITY/VOID: filled with FAT CLAY (CH), brownish yellow (10YR 6/6), medium stiff to hard'(____1_+/-l_

783.6 14.3 1.3 1:22/0.3 (1.3)

(0.8)

Run 3

\\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 Run 4 (3.2)

(0.5) weak to medium strong, laminated to very thinly bedded, highly to slightly weathered, with few 4:01 64%

10%

interbedded LIMESTONE (GRAINSTONE);

trace to few pits and vugs (separate/non-touching), discolored and iron stained through out, strong HCI reaction 5:03 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

- _7Z.6l_---------------------------------- -- ~.6 5:47 96%

40%

~

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

medium strong, laminated to very thinly bedded, moderately to slightly weathered, with few 3:34 interbedded LIMESTONE (GRAINSTONE);

trace to few pits and vugs 2:42 (separate/non-touching), discoloration and iron staining along bedding joints, strong HCI reaction 5:32 772.3 25.6 5.0 6:06 (4.8)

(3.0)

Run 6 23.1-23.6ft: FZ, 20-30°,UR-SR, PO, C, Ill 96%

60%

7706 24.8-25.2ft: FZ, 15-20°, UR, PO, C, Ill 273 4:25 3:24

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

\\.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, 6:31 slightly weathered to fresh, interbedded with little to some laminated to very thin Calcareous 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 762.3 35.6 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 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

5:04 100% 86%

1:3?-§.3~.0f!:_.J, <)50..PB,_I"<2-_ c;_ 1_11, \\,\\(jttl_ ~cite _________________ J 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 757.3 40.6 3:33 reaction 5.0 3:36 (5.0)

(4.8)

Run 9

~

36.5ft: FZ, 35°, PS, T, B, I 3:27 100% 96%

36.9ft: BJ, 40°, PS, T, B, I 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 752.3 45.6 4:02 41.2,42.4,43.0,44.0,44.3,45.2ft: BJ, 30-35°, PS, PO-T, B, II 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 2:07 747.3 50.6 2:12 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

GEOTECHNICAL CORING LOG a me 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 I CASING DEPTH: 5.8 ft CORE BARREL TYPE: HQ3/Diamond Impregnated core bits DRILL RUN L

ELEV. DEPTH RUN RATE REC.

ROD SAMP.

0 ROCK DESCRIPTION AND REMARKS (ft)

(ft)

(Min/ft)

(It)

NO.

G Continued from previous page 742.3 55.6 3:05

~

LIMESTONE (MICRITE/WACKESTONE), dark gray (N 4/) to bluish gray (5PB 5/1), strong, 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 2:52 reaction (continued) 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 3:48 57.1,57.2,57.4ft: J, 60°, PS-PRIUR, PO-VT, C-A, Ill, with calcite 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 4:11 732.3 65.6 4:40 5.0 4:16 (5.0)

(5.0)

Run 14

~

68.5,69.6ft: BJ, 30°, PR, PO-T, B, II 2:37 100% 100%

68.6ft: J, 55°, PR, PO, C, Ill, with calcite 2:07 2:02 727.3 70.6 2:12 5.0 2:57 (5.0)

(5.0)

Run 15

~

72.3,72.9,75.1,73.6ft: BJ, 30-40°, PS-PR, T-VT, B, II 2:18 100% 100%

75.4ft: J, 50°, PR, PO, C, Ill, with calcite 2:23 2:22 722.3 75.6 2:19 5.0 2:15 (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 2:00 717.3 80.6 2:27 5.0 2:18 (4.9)

(4.3)

Run 17

~

81.8,82.6,83.0,83.1ft: BJ, 30-35°, PS, T-PO, B, II 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 5:27 712.3 85.6 4:09 712.3 85.6 707.3 702.3 697.3 5.0 2:28 (5.0)

(5.0)

Run 18

~

2:06 100% 100%

1:41 1:38 1:52 90.6 5.0 2:46 (5.0)

(5.0)

Run 19

~

2:02 100% 100%

1:48 1:42 95.6 1:54 5.0 2:38 (5.0)

(5.0)

Run 20 ;

2:00 100% 100%

1:57 1:48 100.6 1:55 5.0 2:24 (5.0)

(4.8)

Run 21

~

1:56 100% 96%

Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-31 of 706 LIMESTONE (WACKESTONE/MICRITE), gray to dark gray (N 6/-N 4/) and bluish gray (5PB 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 and diffuse bedding; trace to few calcite filled pits and burrows, trace bioturbation, strong HCI reaction 87.2,88.0,89.7ft: BJ, 20-30°, PR, T, B, II 91.8,94.4ft: BJ, 30°, PS, T, B, II 96.5ft: SH, 30°, VT, A, PL, I, mechanical break with calcite 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 99.7ft: J, 60°, PR, UT, A, II 100.8,102.0,103.6,104.3,104.8ft: BJ, 25-30°, PS-PL, T-PO, C-B, Ill, with calcite

GEOTECHNICAL CORING LOG a me 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 I CASING DEPTH: 5.8 ft CORE BARREL TYPE: HQ3/Diamond Impregnated core bits DRILL RUN L

ELEV. DEPTH RUN RATE REC.

ROD SAMP.

0 ROCK DESCRIPTION AND REMARKS (ft)

(ft)

(Min/ft)

(It)

NO.

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 692.3 105.6 2:11 to some laminated to very thin Calcareous SILTSTONE, very dark gray (N 3/), irregular/wavy 5.0 2:34 (5.0)

(4.8)

Run 22 and diffuse bedding; trace to few calcite filled pits and burrows, trace bioturbation, strong HCI 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 3:10 110.1ft: BJ, 40°, US, T, B, II 110.3ft: SH, 35°, PL, PO, C, II 2:11 687.3 110.6 2:30 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 2:35 682.3 115.6 2:43 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 1:57 677.3 120.6 1:58 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 2:19 672.3 125.6 2:09 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 1:41 667.3 130.6 1:49 5.0 2:05 (5.0)

(5.0)

Run 27 133.2,134.2,134.9ft: BJ, 25-30°, US, T, B, II 1:58 100% 100%

1:55 2:04 662.3 135.6 2:27 5.0 2:26 (5.0)

(5.0)

Run 28 137.0,140.2ft: BJ, 30°, PS, T, B, II 2:12 100% 100%

138.3,138.9ft: BJ, 10-15°, PS, T-PO, B, II 2:06 1:49 657.3 140.6 2:14 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 1:43 652.3 145.6 2:09 5.0 2:09 (5.0) (50.0)

Run 30

~

148.0ft: BJ, 15°, PS, PO, B, II 1:52 100% 1000%

2:04 1:48 647.3 150.6 2:25 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

GEOTECHNICAL CORING LOG a me 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 I CASING DEPTH: 5.8 ft CORE BARREL TYPE: HQ3/Diamond Impregnated core bits DRILL RUN L

ELEV. DEPTH RUN RATE REC.

ROD SAMP.

0 ROCK DESCRIPTION AND REMARKS (ft)

(ft)

(Min/ft)

(It)

NO.

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 2:16 to some laminated to very thin Calcareous SILTSTONE, very dark gray (N 3/), irregular/wavy and diffuse bedding; trace to few calcite filled pits and burrows, trace bioturbation, strong HCI 642.3 155.6 2:39 reaction (continued) 5.0 2:13 (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 2:15 637.3 160.6 2:26 637.3 160.6 5.0 2:45 (5.0)

(5.0)

Run 33 CALCAREOUS SILTSTONE, very dark gray (N 3/), strong, laminated to very thinly bedded, 100% 100%

fresh, interbedded with few to little laminated to thinly bedded LIMESTONE (MICRITE), gray 2:04 (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 34 100% 100%

2:02

_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 627.3 170.6 1:53 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 2:12 622.3 175.6 3:48

~ lg22._---------------------------------- __ 1"7§.0 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 100% 100%

LIMESTONE (WACKESTONE), dark gray (N 4/), planar to amorphous/diffuse bedding; trace 2:55 bioturbation, strong HCI reaction 2:36 172.6ft: BJ, 25°, PS, T, B, II 173.5ft: J, 60°, PR, PO, C, Ill, with calcite 2:10 174.9ft: BJ, 20°, PS, T, B, II 2:13 617.3 180.6 5.0 3:24 (5.0)

(5.0)

Run 37 100% 100%

3:31 2:27 2:44 2:57 612.3 185.6 5.0 2:43 (5.0)

(5.0)

Run 38 100% 100%

2:44 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 100% 100%

2:15 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 98%

96%

199.4ft: BJ, 30°, PS, VT, C, Ill, with calcite 2:51 2:42 2:14

- _@8,+/-_---------------------------------- __ 1~.5 2:04

~

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

GEOTECHNICAL CORING LOG a me 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 I CASING DEPTH: 5.8 ft CORE BARREL TYPE: HQ3/Diamond Impregnated core bits DRILL RUN L

ELEV. DEPTH RUN RATE REC.

ROD SAMP.

0 ROCK DESCRIPTION AND REMARKS (ft)

(ft)

(Min/ft)

(It)

NO.

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 2:36 202.7ft: BJ, 30°, PS, T, B, II 203.2-203.5ft: FZ, 25°, UR, 0, K, IV (likely mechanical) 592.3 205.6 2:34 204.7ft: BJ, 30°, US, T-PO, B, II 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 1:43 587.3 210.6 1:47 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 1:54

~5§.31_ ____________________________________ 2H.8 582.3 215.6 LIMESTONE (GRAINSTONE), gray to dark gray (N 5/-N 4/), strong, thinly to moderately 5.0 2:10 (5.0)

(5.0)

Run 44

~

bedded, fresh, fossiliferous, trace to few laminated, wispy/irregular Calcareous SILTSTONE 1:45 100% 100%

interbeds; few stylolites, trace calcite filled pits and burrows, strong HCI reaction 219.8ft: J, 30°, PS, PO, C, Ill, with calcite 1:34 1:46 577.3 220.6 1:52 5.0 2:10 (4.8)

(4.6)

Run 45

...,L, 576.7 221.2 2:16 96%

92%

~

LIMESTONE (MICRITE), light brownish gray (2.5Y 6/2), strong, laminated to very thinly 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) 572.3 225.6 2:47 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 1:42 567.3 230.6 1:57 567.2 230.7 5.0 2:56 (5.0)

(4.9)

Run 47 CALCAREOUS SILTSTONE, black (N 2.5/), medium strong, laminated to very thinly bedded, 100% 98%

fresh, interbedded with little laminated to very thin LIMESTONE (MICRITE), very dark gray (N 3:08 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 reaction 2:17 2:32 562.3 235.6

_5§.2Q_ i231.8ft: BJ, 25°, PS, PO, B, II

,-2:3§*9 5.0 2:29 (5.0)

(5.0)

Run 48 2:16 100% 100%

\\.2;33.§-Ft:_!l.J,_ ~o,_PS_ "G_ Q, Ill, \\\\fith_c~c~ ___________ ________ I 3:34 LIMESTONE (MICRITE), light brownish gray (2.5Y 6/2) and grayish brown (2.5Y 5/2) to bluish 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 3:22 Calcareous SILTSTONE, very dark gray (N 3/), and few very thin to thin chert beds, lenses, 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 2:14 552.3 245.6 2:43 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

GEOTECHNICAL CORING LOG a me 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 I CASING DEPTH: 5.8 ft CORE BARREL TYPE: HQ3/Diamond Impregnated core bits DRILL RUN L

ELEV. DEPTH RUN RATE REC.

ROD SAMP.

0 ROCK DESCRIPTION AND REMARKS (ft)

(ft)

(Min/ft)

(It)

NO.

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 3:28 gray (5PB 5/1 ), strong, laminated to moderately bedded, fresh, locally argillaceous, locally with 5.0 2:39 (5.0)

(5.0)

Run 51 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 2:47 (continued) 542.3 255.6 2:29 5.0 2:14 (5.0)

(5.0)

Run 52 259.9ft: BJ, 50°, PS, PO, B, II 2:25 100% 100%

3:34 3:22 537.3 260.6 4:30 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 3:55 532.3 265.6 4:05 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 3:27 527.3 270.6 4:04 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 3:20 522.3 275.6 4:41 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 3:47 517.3 280.6 3:49 517.5 280.4 5.0 2:24 (5.0)

(5.0)

Run 57 CALCAREOUS SILTSTONE, greenish black (10Y 2.5/1), strong, laminated to very thinly bedded, fresh, interbedded with trace to few laminated to very thin LIMESTONE (MICRITE),

100% 100%

1:49 and trace very thin chert beds and lenses (black, fractured as above); trace calcite filled pits and burrows, trace pyrite along bedding laminations, strong HCI reaction 1:44 283.5,284.2ft: 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

- 510,+/-_---------------------------------- __ 2!3"7.5 2:39

~

LIMESTONE (MICRITE), light brownish gray (2.5Y 6/2), strong, laminated to moderately 2:11 bedded, fresh, locally argillaceous, interbedded with few to little laminated to very thin, wispy/irregular and diffuse Calcareous SILTSTONE, very dark gray (N 3/) to greenish gray 507.3 290.6 4:09 (5GY 5/1) and locally dusky red (1 OR 3/2), and trace to few very thin to thin chert beds, lenses, 5.0 3:15 (5.0)

(5.0)

Run 59 :

and irregular nodules (light gray to dark gray with calcite healed fracturing as described 100% 100%

above); trace calcite filled pits and burrows, strong HCI reaction 3:19 288.5,289.1,289.7ft: 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 502.3 295.6 4:58 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

GEOTECHNICAL CORING LOG a me 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 I CASING DEPTH: 5.8 ft CORE BARREL TYPE: HQ3/Diamond Impregnated core bits DRILL RUN L

ELEV. DEPTH RUN RATE REC.

ROD SAMP.

0 ROCK DESCRIPTION AND REMARKS (ft)

(ft)

(Min/ft)

(It)

NO.

G Continued from previous page 2:44

~

LIMESTONE (MICRITE), light brownish gray (2.5Y 6/2), strong, laminated to moderately 3:52 bedded, fresh, locally argillaceous, interbedded with few to little laminated to very thin, wispy/irregular and diffuse Calcareous SILTSTONE, very dark gray (N 3/) to greenish gray 497.3 300.6 5:06 (5GY 5/1) and locally dusky red (1 OR 3/2), and trace to few very thin to thin chert beds, lenses, 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 4:23 492.3 305.6 5:14 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 3:13 487.3 310.6 3:58 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 3:28 482.3 315.6 4:31 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

- 4Z_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' 3:25 320.6ft: J, 75°, PR, PO, C, Ill, with calcite 472.3 325.6 322.3ft: J, 60°, PR, PO, C, Ill, with calcite 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 4:20 100% 84%

325.7,327.1,327.2,328.1ft: BJ, 30°, PL, T, C, Ill, with calcite 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 467.3 330.6 5:13 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 462.3 335.6 5:33 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 3:58 457.3 340.6 5:07 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) 3:00 452.3 345.6 3:43 R"" 70 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-36 of 706

~

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GEOTECHNICAL CORING LOG a me 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 I CASING DEPTH: 5.8 ft CORE BARREL TYPE: HQ3/Diamond Impregnated core bits ELEV. DEPTH RUN (ft)

(ft)

(ft) 5.0 447.3 350.6 DRILL RATE (Min/ft) 3:45 3:02 3:05 3:13 RUN REC.

ROD SAMP.

(It)

NO.

(4.8)

(4.2) 96%

84%

L 0

G

~-

~ 447.3 ROCK DESCRIPTION AND REMARKS Continued from previous page LIMESTONE (MICRITE), light brownish gray (2.5Y 6/2), strong, laminated to moderately bedded and locally nodular, fresh, interbedded with few to little laminated to very thin, 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 healed fractures as described above); trace stylolites, strong HCI reaction (continued)

Boring and coring terminated at 350.6 feet.

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

Core Photographs Boring MP-102 MP-1 02 -Boxes 1 and 2 LINLH RIVER S/.4~ l't<OJfCT AMEC tlRf;JEC T (ii.GI 13 1077 CliNCH RIVER SU 1'1 uJECT M~fC PR(;JH.. I li4GI13 1()72 tlOif!NG fVlp -102 _ _

o CLIHCH RIVE:~ ~

I'KOJECT A EC PROJECT li46H 13 1072 IJORJNG f"'P -102 BOX l>fi'TH ~~ t.

AMEC PROJECT c.,,., IJ 11172 BOI~ING nP-!DL.

BOX DEPTH ~o. <<o

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Clinch River SMR Project AMEC Project No. 6468-13-1072 0

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

Core Photographs Boring MP-102 MP-1 02 -Boxes 5 and 6 till). _fo_

(ft)TO _ CfS 1o CLINCH RIVERS.1, PIWJtCT AMEC PIWJECT b*II*H 13 Hn IJr)I~Jio,(j t1_P*/D 'L riO)(

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VEPrH_ liO ~-ltr)T O T2.~. ~ 1111 Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-39 of 706 Clinch River SMR Project AMEC Project No. 6468-13-1072 Vo~ f+.

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IJEP/H _/~(II) TO JS"~~,It Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.140 of 706 2C, R,,. 3o Ns.~*.,~,*

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ML18003A504: Difference between revisions

Latest revision as of 07:42, 7 January 2025

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 =Text=
-{{#Wiki_filter: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)
+{{#Wiki_filter:a me BECHTEL NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee BORING NO.:
-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
+MP-102 DRILL METHOD: Mud Rotary/Core GROUND ELEV.:
-{~f.~  u.u      1       2      3                                                   SS-1             FILL: FAT CLAY with Gravel (CH), yellowish brown (10YR
+.9 ft (NAVD88) NORTHING:
-                                                                                          ~          5/6) to brownish yellow (10YR 6/6), medium stiff, moist, high
+,098 US ft (NAD83)
-                                       ~                              >~
+COUNTY:
-                                                                                          ~
+GEOTECHNICAL BORING LOG Prepared By: MBL Date: 3/5/14 Roane, TN Checked By: JCM Date: 3/5/14 SHEET 1 OF 1 I GEOLOGIST: K. Lloyd DRILLER: L. Carter/J. Rosser Boring Orientation DRILL MACHINE: CME-750X (P)
-                                     . . . . . .   . ...... . ......                                 plastic fines, little fine to coarse subangular gravel, strong to I-      no HCI reaction 794.4   3.5                                                    <  .
+Inclination: Vertical EASTING: 2,448,404 US ft (NAD83)
-r 3       4    50/0.2 . . . . . . . . . . . . . .    . .   . ..      SS-2 793.4                                                                     4.5
+Azimuth:
-                                     ... . .. . .... . . . . . . . . .                               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                                                               ~
+NA TOTAL DEPTH: 350.6 ft I SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I ROD TYPE: AWJ I HAMMER (I D): 140-lb Auto (323438)
-SS-3
+DATE STARTED: 7/6/13 I COMPLETED: 7/11/131 HOLE DIA.: 4" I CASING DEPTH: 5.8 ft I CORE SIZE:HQ3 I BITS USED: 4" Roller Cone ELEV.
-                                                                                                    \weathered, strong HCI reaction Soil drilling halted. Log continues on geotechnical coring log 1-Observed water levels:
+(ft) 797.9
+{~f.~
+.4 792.2 DEPTH BLOW COUNT BLOWS PER FOOT (ft) 0.5ft 0.5ft 0.5ft 0
+40 60 80 100 Ground Surface u.u 1
+3
+~
+>~ !
+.5 3
+50/0.2 5.7 50/0.1 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-29 of 706 SAMP.
+L 0
+SOIL DESCRIPTION AND REMARKS NO.
+G 797.9 0.0 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 SS-2 793.4 4.5
+~
+WEATHERED ROCK: LIMESTONE (WACKESTONE), light 792.1 olive brown (2.5Y 5/3), very dense, highly to moderately r SS-3
+\\weathered, strong HCI reaction
+~
+Soil drilling halted. Log continues on geotechnical coring log 1-Observed water levels:
 .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-
 -I-
 I-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)
+a me 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.:
-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.
+MP-102 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-750X (P)
-RATE                                0                                             ROCK DESCRIPTION AND REMARKS (ft)     (ft)     (ft)                (It)     (It)    NO.
+Inclination: Vertical GROUND ELEV.:
-(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.
+.9 ft (NAVD88) NORTHING:
-                                                               ~~
+,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:
+/6/13 COMPLETED: 7/11/13 I CASING DEPTH: 5.8 ft CORE BARREL TYPE: HQ3/Diamond Impregnated core bits DRILL RUN L
+ELEV. DEPTH RUN RATE REC.
+ROD SAMP.
+ROCK DESCRIPTION AND REMARKS (ft)
+(ft)
+(ft)
+(Min/ft)
+(It)
+(It)
+NO.
+G Begin Coring @ 5.8 ft 792.1 5.8 4.8 4:42/0.8 (3.5)
+(2.6)
+Run 1
+~
 I~L.
-:55    73%      54%                            strong, thinly to moderately bedded, moderately to slightly weathered, trace calcite filled pits
+LIMESTONE (WACKESTONE/MICRITE), light olive brown (2.5Y 5/3), medium strong to
-                                                                     -         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&deg;, PRIURISR, 0, C-D, Ill 787.3      10.6              4:33                                            9.2ft: J, 55&deg;, 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&deg;, VT, A, I, spaced at <0.1' with calcite (intact) 785.1  11.2ft: J, 0-25&deg;,UR, D, C, Ill 784.8      13.1            0:25/0.5                                                                                                                                                 (____11&
+: 0.
-                                                                              \12.2,12.4ft: BJ, 30&deg;, PR, P0-0, C, Ill 783.6      14.3   1.3 N-50/0.2 1:22/0.3  (1.3)    (0.8)
+:55 73%
-SS-4 Run 3
+%
-                                                                ~       783.6  CAVITY/VOID: filled with FAT CLAY (CH), brownish yellow (10YR 6/6), medium stiff to hard'(____1_+/-l_
+strong, thinly to moderately bedded, moderately to slightly weathered, trace calcite filled pits 4:57 and vugs, strong HCI reaction (Benbolt Formation-Unit E) 5.8-7.0ft: FZ, UR, 0, C, Ill, highly weathered, loss of recovery 3:57 7.9-8.1ft: CAVITY/VOID-Rod drop 787.3 10.6 4:33 8.7,9.0,9.3,9.4ft: BJ, 30&deg;, PRIURISR, 0, C-D, Ill 9.2ft: J, 55&deg;, UR, PO, C, Ill, with calcite and iron staining 2.5 3:52 (2.4)
-                                                                              \moist, high plastic fines, no HCI reaction; SPT SS-4 (13.1-14.3'=2-5-50/0.2')
+(2.0)
-R2::l     1!'iR             7:42   100%      62%             -
+Run 2
+~
+.8-10.0ft: CAVITY/VOID-Rod drop 2:51 96%
+%
+.3ft: J, 50&deg;, VT, A, I, spaced at <0.1' with calcite (intact) 784.8 13.1 785.1 11.2ft: J, 0-25&deg;,UR, D, C, Ill
+(____11&
+:25/0.5
+~
+\\12.2,12.4ft: BJ, 30&deg;, PR, P0-0, C, Ill N-50/0.2 SS-4 783.6 CAVITY/VOID: filled with FAT CLAY (CH), brownish yellow (10YR 6/6), medium stiff to hard'(____1_+/-l_
+.6 14.3 1.3 1:22/0.3 (1.3)
+(0.8)
+Run 3
+\\moist, high plastic fines, no HCI reaction; SPT SS-4 (13.1-14.3'=2-5-50/0.2')
+R2::l 1!'iR 7:42 100% 62%
 CALCAREOUS SILTSTONE, light olive brown (2.5Y 5/3) with trace very dark gray (5Y 3/1 ),
-.0        5:43    (3.2)    (0.5)
+.0 5:43 Run 4 (3.2)
-Run 4    -
+(0.5) weak to medium strong, laminated to very thinly bedded, highly to slightly weathered, with few 4:01 64%
-                                                                - -*           weak to medium strong, laminated to very thinly bedded, highly to slightly weathered, with few 64%      10%
+%
-:01                             -
+interbedded LIMESTONE (GRAINSTONE);
-                                                                  *-           interbedded         LIMESTONE             (GRAINSTONE);          trace    to   few    pits  and   vugs 5:03
+trace to few pits and vugs (separate/non-touching), discolored and iron stained through out, strong HCI reaction 5:03 15.6-20.6ft: FZ, PR-UR, P0-0, C, Ill, BJ at 30&deg;, J at 65-90&deg;, spaced at 0.2' 5:34 20.6-21.7ft: FZ, 25-30&deg;, SR-PR, P0-0, C-D, Ill 6:15 777.3 20.6 5.0 5:14 (4.8)
-                                                                     -         (separate/non-touching), discolored and iron stained through out, strong HCI reaction
+(2.0)
-                                                                  -            15.6-20.6ft: FZ, PR-UR, P0-0, C, Ill, BJ at 30&deg;, J at 65-90&deg;, spaced at 0.2' 5:34                             -
+Run 5
-                                                                  -            20.6-21.7ft: FZ, 25-30&deg;, SR-PR, P0-0, C-D, Ill 6:15                             -*
+- _7Z.6l_---------------------------------- -- ~.6 5:47 96%
-.3      20.6                                               -
+%
-.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),
+CALCAREOUS SILTSTONE, very dark gray (5Y 3/1) with trace light olive brown (2.5Y 5/3),
-:34
+medium strong, laminated to very thinly bedded, moderately to slightly weathered, with few 3:34 interbedded LIMESTONE (GRAINSTONE);
-                                                                  *- -         medium strong, laminated to very thinly bedded, moderately to slightly weathered, with few interbedded         LIMESTONE             (GRAINSTONE);          trace    to   few    pits  and   vugs 2:42                             -
+trace to few pits and vugs 2:42 (separate/non-touching), discoloration and iron staining along bedding joints, strong HCI reaction 5:32 772.3 25.6 5.0 6:06 (4.8)
-                                                                  *-           (separate/non-touching), discoloration and iron staining along bedding joints, strong HCI 5:32                             -
+(3.0)
-                                                                  *-           reaction 772.3      25.6                                               -
+Run 6 23.1-23.6ft: FZ, 20-30&deg;,UR-SR, PO, C, Ill 96%
-.0        6:06    (4.8)    (3.0)    Run 6
+%
-                                                                  *-           23.1-23.6ft: FZ, 20-30&deg;,UR-SR, PO, C, Ill 4:25    96%      60%             -
+24.8-25.2ft: FZ, 15-20&deg;, UR, PO, C, Ill 273 4:25 3:24
-24.8-25.2ft: FZ, 15-20&deg;, UR, PO, C, Ill                                                                     273
+-- ~ 125.6-30.6ft: J, 60-90&deg;, VT, A, I, with calcite (intact), spaced 0.4' r- -*
-                                                                     - - ~ 125.6-30.6ft: J, 60-90&deg;, VT, A, I, with calcite (intact), spaced 0.4'                                       r- -*
+\\.2~6_:?5J~6JJ-~-~t:_F;_ ~-~Cr,_PBf&sect;_R,_P_<:>-Q..&sect;.-t; 1_1:111_ ____________ 1 6:03 LIMESTONE (MICRITE), very dark gray (5Y 3/1 ), strong, laminated to moderately bedded, 6:31 slightly weathered to fresh, interbedded with little to some laminated to very thin Calcareous 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)
-:24                                  -        \.2~6_:?5J~6JJ-~-~t:_F;_ ~-~Cr,_PBf&sect;_R,_P_<:>-Q. .&sect;.-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&deg;, PR, PO, C, Ill, with calcite 28.1, 28.6, 28.9ft: J, 10-15&deg;, PS, VT, A, I 3:47                                  -         28.2,29.0,29.8,30.3ft: BJ, 30-40&deg;, US-PRIUR, PO, B-C-D, II-III, with clay infill 3:01                                            30.6-30.9ft: FZ, 25-30&deg;, UR, PO, C, Ill, with clay infill; 60-90&deg;,VT, A, I, with calcite (intact) 34.5-34.6ft: FZ, 25-30&deg;, 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&deg;, 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&deg;, PS-PO, C, Ill, with calcite                                                         I
+(3.7)
-                                                                ~
+Run 7 filled pits and burrows, strong HCI reaction 3:45 98%
-%      86%                           1:3?-&sect;.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&deg;, PS, T, B, I
+%
-                                                                ~
+.3ft: J, 60&deg;, PR, PO, C, Ill, with calcite 28.1, 28.6, 28.9ft: J, 10-15&deg;, PS, VT, A, I 3:47 28.2,29.0,29.8,30.3ft: BJ, 30-40&deg;, US-PRIUR, PO, B-C-D, II-III, with clay infill 3:01 30.6-30.9ft: FZ, 25-30&deg;, UR, PO, C, Ill, with clay infill; 60-90&deg;,VT, A, I, with calcite (intact) 34.5-34.6ft: FZ, 25-30&deg;, PS, PO, D, Ill, with clay 762.3 35.6 3:08 762.3 31.3,31.4,31.5,32.0,32.7,33.5,34.4,35.6ft: BJ, 25-30&deg;, PS, PO, B, II 35.6 5.0 4:23 (5.0)
-%      96%                            36.9ft: BJ, 40&deg;, PS, T, B, I 3:27 38.8ft: BJ, 10&deg;, US, T-PO, B, II 3:49                                  -         39.2,39.6,40.1 ,40.3ft: BJ, 20-30&deg;, PS, PO, B, II 3:04 30.6-40.6ft: trace vertical burrows and healed J, 55-65&deg;, VT, A, I spaced at about 1.0' 40.6-40.9ft: FZ, 35&deg;, PR, PO, B, II 4:02                                            41.2,42.4,43.0,44.0,44.3,45.2ft: BJ, 30-35&deg;, PS, PO-T, B, II 752.3      45.6 5.0        4:17    (5.0)    (4.6)   Run 10                 41.9ft: J, 10&deg;, SS, PO, B, II
+(4.3)
-                                                                ~
+Run 8
-%      92%                            43.3ft: J, 65&deg;, PR, PO, C, Ill, with calcite 2:15                                            46.9,48.0,48.5,49.2,50.1 ,50.3ft: BJ, 20-30&deg;, PS, PO-T, B, II 2:10                                  -         50.5ft: J, 65&deg;, 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&deg;, PS, T, B, II
+~
-                                                                ~
+-i31.5,34.7ft: BJ, 15&deg;, PS-PO, C, Ill, with calcite I
-:09   100% 100%                                52.6, 53. 1ft: BJ, 25&deg;, PS, T-PO, B, II 2:12                                  -
+:04 100% 86%
-:01 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-30 of 706
+:3?-&sect;.3~.0f!:_.J, <)50..PB,_I"<2-_ c;_ 1_11, \\,\\(jttl_ ~cite _________________ J 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 757.3 40.6 3:33 reaction 5.0 3:36 (5.0)
+(4.8)
+Run 9
+~
+.5ft: FZ, 35&deg;, PS, T, B, I 3:27 100% 96%
+.9ft: BJ, 40&deg;, PS, T, B, I 38.8ft: BJ, 10&deg;, US, T-PO, B, II 3:49 39.2,39.6,40.1,40.3ft: BJ, 20-30&deg;, PS, PO, B, II 3:04 30.6-40.6ft: trace vertical burrows and healed J, 55-65&deg;, VT, A, I spaced at about 1.0' 40.6-40.9ft: FZ, 35&deg;, PR, PO, B, II 752.3 45.6 4:02 41.2,42.4,43.0,44.0,44.3,45.2ft: BJ, 30-35&deg;, PS, PO-T, B, II 5.0 4:17 (5.0)
+(4.6)
+Run 10
+~
+.9ft: J, 10&deg;, SS, PO, B, II 100% 92%
+.3ft: J, 65&deg;, PR, PO, C, Ill, with calcite 2:15 46.9,48.0,48.5,49.2,50.1,50.3ft: BJ, 20-30&deg;, PS, PO-T, B, II 2:10 50.5ft: J, 65&deg;, PR, T, B, Ill 2:07 747.3 50.6 2:12 5.0 3:15 (5.0)
+(5.0)
+Run 11
+~
+.2,54.7ft: BJ, 35-40&deg;, PS, T, B, II 2:09 100% 100%
+.6, 53. 1ft: BJ, 25&deg;, 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)
+GEOTECHNICAL CORING LOG a me 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.:
-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.
+MP-102 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-750X (P)
-RATE                             0                                        ROCK DESCRIPTION AND REMARKS (ft)    (ft)    (ft)                (It)     (It)    NO.
+Inclination: Vertical GROUND ELEV.:
-(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
+.9 ft (NAVD88) NORTHING:
-                                                             ~          very thinly to moderately bedded, fresh, fossiliferous, interbedded with little to some laminated 5.0        3:09    (5.0)    (4.2)   Run 12
+,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)
-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
+DATE STARTED:
-                                                               -        reaction (continued) 2:52 56.3,56.5,56.6,57.2,57.5,58.0,59.5ft: BJ, 30&deg;, PS, PO-T, B, II 3:10                                       56.3,56.4ft: J, 80&deg;, PR, PO, C, Ill, with calcite 57.1 ,57.2,57.4ft: J, 60&deg;, 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&deg;, PS, PO-T, B, II
+/6/13 COMPLETED: 7/11/13 I CASING DEPTH: 5.8 ft CORE BARREL TYPE: HQ3/Diamond Impregnated core bits DRILL RUN L
-                                                             ~
+ELEV. DEPTH RUN RATE REC.
-:49   100% 100%
+ROD SAMP.
-:11                              -
+ROCK DESCRIPTION AND REMARKS (ft)
-:11 4:40 732.3     65.6 5.0        4:16    (5.0) (5.0)                        68.5,69.6ft: BJ, 30&deg;, PR, PO-T, B, II
+(ft)
-                                                             ~
+(ft)
-Run 14 2:37   100% 100%                           68.6ft: J, 55&deg;, PR, PO, C, Ill, with calcite 2:07                              -
+(Min/ft)
-: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&deg;, PS-PR, T-VT, B, II
+(It)
-                                                             ~
+(It)
-Run 15 2:18   100% 100%                           75.4ft: J, 50&deg;, PR, PO, C, Ill, with calcite 2:23                              -
+NO.
-:22 2:19 722.3     75.6 2:15
+G Continued from previous page 742.3 55.6 3:05
-                                                             ~
+~
-.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&deg;, PS-UR, PO-T, B, II 76.5ft: J, 10&deg;, SR, PO, B, II 1:39                              -
+LIMESTONE (MICRITE/WACKESTONE), dark gray (N 4/) to bluish gray (5PB 5/1), strong, very thinly to moderately bedded, fresh, fossiliferous, interbedded with little to some laminated 5.0 3:09 (5.0)
-: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&deg;, PS, T-PO, B, II
+(4.2)
-                                                             ~
+Run 12
-Run 17 3:15    98%      86%                       83.2,83.4,83.5ft: BJ, 30&deg;, SR, 0, B, II 84.1,84.2,84.5ft: BJ, 15-25&deg;, PR, PO-T, B, II 4:18                              -
+~
-: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
+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 2:52 reaction (continued) 56.3,56.5,56.6,57.2,57.5,58.0,59.5ft: BJ, 30&deg;, PS, PO-T, B, II 3:10 56.3,56.4ft: J, 80&deg;, PR, PO, C, Ill, with calcite 3:48 57.1,57.2,57.4ft: J, 60&deg;, PS-PRIUR, PO-VT, C-A, Ill, with calcite 737.3 60.6 5.0 3:28 (5.0)
-: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&deg;, 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&deg;, PS, T, B, II
+(5.0)
-                                                             ~
+Run 13
-:02   100% 100%
+~
-:48                              -
+.0,61.8,62.5,63.5,63.9,64.7ft: BJ, 30-40&deg;, PS, PO-T, B, II 3:49 100% 100%
-:42 1:54 702.3     95.6 5.0        2:38    (5.0) (5.0)      Run 20            96.5ft: SH, 30&deg;, VT, A, PL, I, mechanical break with calcite 2:00   100% 100%                           97.4,98.5,98.9,100.0ft: BJ, 25-30&deg;, PS, PO-T, B, II 99.3ft: BJ, 30&deg;, PL, PO, C, Ill, with calcite 1:57                              -        99.7ft: J, 60&deg;, 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&deg;, PS-PL, T-PO, C-B, Ill, with calcite
+:11 4:11 732.3 65.6 4:40 5.0 4:16 (5.0)
-                                                             ~
+(5.0)
-Run 21 1:56   100%      96%
+Run 14
-Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-31 of 706
+~
+.5,69.6ft: BJ, 30&deg;, PR, PO-T, B, II 2:37 100% 100%
+.6ft: J, 55&deg;, PR, PO, C, Ill, with calcite 2:07 2:02 727.3 70.6 2:12 5.0 2:57 (5.0)
+(5.0)
+Run 15
+~
+.3,72.9,75.1,73.6ft: BJ, 30-40&deg;, PS-PR, T-VT, B, II 2:18 100% 100%
+.4ft: J, 50&deg;, PR, PO, C, Ill, with calcite 2:23 2:22 722.3 75.6 2:19 5.0 2:15 (5.0)
+(5.0)
+Run 16
+~
+.6-85.6ft: As above with trace nodular bedding/appearance 1:58 100% 100%
+.8,77.9,78.6,79.0ft: BJ, 25-30&deg;, PS-UR, PO-T, B, II 76.5ft: J, 10&deg;, SR, PO, B, II 1:39 2:00 717.3 80.6 2:27 5.0 2:18 (4.9)
+(4.3)
+Run 17
+~
+.8,82.6,83.0,83.1ft: BJ, 30-35&deg;, PS, T-PO, B, II 3:15 98%
+%
+.2,83.4,83.5ft: BJ, 30&deg;, SR, 0, B, II 84.1,84.2,84.5ft: BJ, 15-25&deg;, PR, PO-T, B, II 4:18 5:27 712.3 85.6 4:09 712.3 85.6 707.3 702.3 697.3 5.0 2:28 (5.0)
+(5.0)
+Run 18
+~
+:06 100% 100%
+:41 1:38 1:52 90.6 5.0 2:46 (5.0)
+(5.0)
+Run 19
+~
+:02 100% 100%
+:48 1:42 95.6 1:54 5.0 2:38 (5.0)
+(5.0)
+Run 20 ;
+:00 100% 100%
+:57 1:48 100.6 1:55 5.0 2:24 (5.0)
+(4.8)
+Run 21
+~
+:56 100% 96%
+Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-31 of 706 LIMESTONE (WACKESTONE/MICRITE), gray to dark gray (N 6/-N 4/) and bluish gray (5PB 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 and diffuse bedding; trace to few calcite filled pits and burrows, trace bioturbation, strong HCI reaction 87.2,88.0,89.7ft: BJ, 20-30&deg;, PR, T, B, II 91.8,94.4ft: BJ, 30&deg;, PS, T, B, II 96.5ft: SH, 30&deg;, VT, A, PL, I, mechanical break with calcite 97.4,98.5,98.9,100.0ft: BJ, 25-30&deg;, PS, PO-T, B, II 99.3ft: BJ, 30&deg;, PL, PO, C, Ill, with calcite 99.7ft: J, 60&deg;, PR, UT, A, II 100.8,102.0,103.6,104.3,104.8ft: BJ, 25-30&deg;, PS-PL, T-PO, C-B, Ill, with calcite
-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)
+GEOTECHNICAL CORING LOG a me 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.:
-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.
+MP-102 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-750X (P)
-RATE                             0                                       ROCK DESCRIPTION AND REMARKS (ft)    (ft)   (ft)                (It)     (It)    NO.
+Inclination: Vertical GROUND ELEV.:
-(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&deg;, PRISR-PL, PO-T, B, II 110.1ft: BJ, 40&deg;, US, T, B, II 3:10                              -
+.9 ft (NAVD88) NORTHING:
-.3ft: SH, 35&deg;, 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&deg;, PS, PO-T, B, II
+,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)
-:02   100%      96%
+DATE STARTED:
-:28                              -
+/6/13 COMPLETED: 7/11/13 I CASING DEPTH: 5.8 ft CORE BARREL TYPE: HQ3/Diamond Impregnated core bits DRILL RUN L
-:35 2:43 682.3   115.6 5.0        2:15    (5.0) (5.0)      Run 24           116.4,120.0ft: BJ, 30-40&deg;, PS, PO-T, B, II 2:01   100% 100%                          117.1,119.1ft: BJ, 20-25&deg;, US, T, B, II 1:58                              -
+ELEV. DEPTH RUN RATE REC.
-: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&deg;, PS, PO-T, B, II 2:27   100%      94%                      120.9ft: J, 60&deg;, PR, PO, C, Ill, with calcite 122.4ft: BJ, 25&deg;, PL, PO, C, Ill, with calcite 2:18                              -       122.7,123.5,124.5ft: SH, 30&deg;, 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&deg;, PS, B, II
+ROD SAMP.
-                                                            ~
+ROCK DESCRIPTION AND REMARKS (ft)
-:12   100%      96%
+(ft)
-:42                              -
+(ft)
-: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&deg;, US, T, B, II 100% 100%
+(Min/ft)
-:58 1:55                              -
+(It)
-:04 2:27 662.3   135.6 5.0        2:26    (5.0) (5.0)      Run 28           137.0,140.2ft: BJ, 30&deg;, PS, T, B, II 100% 100%                          138.3,138.9ft: BJ, 10-15&deg;, PS, T-PO, B, II 2:12 2:06                              -
+(It)
-:49 2:14 657.3   140.6 5.0        2:10    (5.0) (5.0)      Run 29           142.5,145.0ft: BJ, 25&deg;, PL-PS, T, C, Ill, with calcite
+NO.
-                                                            ~
+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 692.3 105.6 2:11 to some laminated to very thin Calcareous SILTSTONE, very dark gray (N 3/), irregular/wavy 5.0 2:34 (5.0)
-:57   100% 100%                          142.9ft: J, 65&deg;, PR, VT, A, Ill 1:59                              -
+(4.8)
-:43 2:09 652.3   145.6 5.0        2:09    (5.0) (50.0)     Run 30           148.0ft: BJ, 15&deg;, PS, PO, B, II
+Run 22 and diffuse bedding; trace to few calcite filled pits and burrows, trace bioturbation, strong HCI reaction (continued) 3:24 100% 96%
-                                                            ~
+.2,107.3,108.2,109.1,109.7ft: BJ, 30-40&deg;, PRISR-PL, PO-T, B, II 3:10 110.1ft: BJ, 40&deg;, US, T, B, II 110.3ft: SH, 35&deg;, PL, PO, C, II 2:11 687.3 110.6 2:30 5.0 2:36 (5.0)
-:52   100% 1000%
+(4.8)
-:04                              -
+Run 23
-:48 2:25 647.3   150.6 5.0        2:30    (5.0)    (5.0)   Run 31
+~
-                                                            ~
+.6,113.6,114.3,114.4,115.0ft: BJ, 30&deg;, PS, PO-T, B, II 2:02 100% 96%
-Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-32 of 706
+:28 2:35 682.3 115.6 2:43 5.0 2:15 (5.0)
+(5.0)
+Run 24 116.4,120.0ft: BJ, 30-40&deg;, PS, PO-T, B, II 2:01 100% 100%
+.1,119.1ft: BJ, 20-25&deg;, US, T, B, II 1:58 1:57 677.3 120.6 1:58 5.0 2:26 (5.0)
+(4.7)
+Run 25 120.6,120.8,120.9,122.9,123.5ft: BJ, 30&deg;, PS, PO-T, B, II 2:27 100% 94%
+.9ft: J, 60&deg;, PR, PO, C, Ill, with calcite 122.4ft: BJ, 25&deg;, PL, PO, C, Ill, with calcite 2:18 122.7,123.5,124.5ft: SH, 30&deg;, VT, A, I, probable healed shears with calcite 2:19 672.3 125.6 2:09 5.0 2:43 (5.0)
+(4.8)
+Run 26
+~
+.8, 128.3,129.9ft: BJ, 30&deg;, PS, B, II 2:12 100% 96%
+:42 1:41 667.3 130.6 1:49 5.0 2:05 (5.0)
+(5.0)
+Run 27 133.2,134.2,134.9ft: BJ, 25-30&deg;, US, T, B, II 1:58 100% 100%
+:55 2:04 662.3 135.6 2:27 5.0 2:26 (5.0)
+(5.0)
+Run 28 137.0,140.2ft: BJ, 30&deg;, PS, T, B, II 2:12 100% 100%
+.3,138.9ft: BJ, 10-15&deg;, PS, T-PO, B, II 2:06 1:49 657.3 140.6 2:14 5.0 2:10 (5.0)
+(5.0)
+Run 29
+~
+.5,145.0ft: BJ, 25&deg;, PL-PS, T, C, Ill, with calcite 1:57 100% 100%
+.9ft: J, 65&deg;, PR, VT, A, Ill 1:59 1:43 652.3 145.6 2:09 5.0 2:09 (5.0) (50.0)
+Run 30
+~
+.0ft: BJ, 15&deg;, PS, PO, B, II 1:52 100% 1000%
+:04 1:48 647.3 150.6 2:25 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)
+GEOTECHNICAL CORING LOG a me 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.:
-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.
+MP-102 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-750X (P)
-RATE                               0                                         ROCK DESCRIPTION AND REMARKS (ft)    (ft)   (ft)                (It)     (It)    NO.
+Inclination: Vertical GROUND ELEV.:
-(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
+.9 ft (NAVD88) NORTHING:
-                                                            =
+,098 US ft (NAD83) EASTING: 2,448,404 US ft (NAD83) Azimuth:
-: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
+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:
-.0                (5.0) (5.0)      Run 32               154.2ft: BJ, 20&deg;, PS, T-PO, B, II 1:57   100% 100%                              155.2ft: J, 55&deg;, PS, T-PO, C, Ill, with calcite/pyrite 158.7ft: BJ, 30&deg;, PL, T, C, Ill, with calcite/pyrite 2:05                                 -
+/6/13 COMPLETED: 7/11/13 I CASING DEPTH: 5.8 ft CORE BARREL TYPE: HQ3/Diamond Impregnated core bits DRILL RUN L
-:15 2:26 637.3   160.6                                                     637.3 160.6 5.0        2:45    (5.0) (5.0)      Run 33 -
+ELEV. DEPTH RUN RATE REC.
-CALCAREOUS SILTSTONE, very dark gray (N 3/), strong, laminated to very thinly bedded, 2:04   100% 100%                -
+ROD SAMP.
-                                                              *-          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
+ROCK DESCRIPTION AND REMARKS (ft)
-                                                                 -        strong HCI reaction 2:19                            -
+(ft)
-.7ft: BJ, 30&deg;, PS, T, B, II
+(ft)
-                                                              *-          165.0ft: BJ, 20&deg;, PS, T, B, II 2:37                            -
+(Min/ft)
-.3   165.6                                             -             164.9ft: J, 90&deg;, PR, PO, C, Ill, with calcite 5.0        2:43    (5.0) (5.0)      Run 34 2:02   100% 100%                -
+(It)
-_ 6 } 0 ] _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - __1&sect;"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&deg;, PS, PO, B, II
+(It)
-                                                            ~
+NO.
-:22   100% 100%
+G Continued from previous page 2:28 100% 100%
-:13                                 -
+=
-:12 3:48                                 ~ l g 2 2 . _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - __1"7&sect;.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 -*
+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 2:16 to some laminated to very thin Calcareous SILTSTONE, very dark gray (N 3/), irregular/wavy and diffuse bedding; trace to few calcite filled pits and burrows, trace bioturbation, strong HCI 642.3 155.6 2:39 reaction (continued) 5.0 2:13 (5.0)
-                                                              *-          interbedded with few to little laminated to thin LIMESTONE (MICRITE) and fossiliferous 2:55   100% 100%                -
+(5.0)
-                                                              *-          LIMESTONE (WACKESTONE), dark gray (N 4/), planar to amorphous/diffuse bedding; trace bioturbation, strong HCI reaction 2:36                            -             172.6ft: BJ, 25&deg;, PS, T, B, II 2:10
+Run 32
-                                                              -           173.5ft: J, 60&deg;, PR, PO, C, Ill, with calcite 174.9ft: BJ, 20&deg;, PS, T, B, II 2:13                              *-
+~
-.3   180.6 5.0        3:24    (5.0) (5.0)      Run 37 - -*
+.2ft: BJ, 20&deg;, PS, T-PO, B, II 1:57 100% 100%
-:31   100% 100%                -
+.2ft: J, 55&deg;, PS, T-PO, C, Ill, with calcite/pyrite 158.7ft: BJ, 30&deg;, PL, T, C, Ill, with calcite/pyrite 2:05 2:15 637.3 160.6 2:26 637.3 160.6 5.0 2:45 (5.0)
-:27                                 -
+(5.0)
-:44                            -
+Run 33 CALCAREOUS SILTSTONE, very dark gray (N 3/), strong, laminated to very thinly bedded, 100% 100%
-:57                              *-
+fresh, interbedded with few to little laminated to thinly bedded LIMESTONE (MICRITE), gray 2:04 (N 5/), planar to diffuse bedding; trace pyrite along bedding laminations, trace bioturbation, 2:15 strong HCI reaction 2:19 163.7ft: BJ, 30&deg;, PS, T, B, II 165.0ft: BJ, 20&deg;, PS, T, B, II 2:37 632.3 165.6 164.9ft: J, 90&deg;, PR, PO, C, Ill, with calcite 5.0 2:43 (5.0)
-.3   185.6                                             -
+(5.0)
-.0        2:43    (5.0) (5.0)      Run 38   -
+Run 34 100% 100%
-:44   100% 100%                -*
+:02
-:33 1:54                            -
+_6}0]_---------------------------------- __ 1&sect;"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 627.3 170.6 1:53 5.0 2:34 (5.0)
-:11                            -*
+(5.0)
-.3   190.6                                             -*
+Run 35
-.0        2:58    (5.0) (5.0)      Run 39   *-
+~
-                                                            - -*          192.3,192.7ft: BJ, 30&deg;, PS, VT, C, Ill, with calcite 2:15   100% 100%                -*
+.3,169.8ft: BJ, 30&deg;, PS, PO, B, II 2:22 100% 100%
-:25                              *-
+:13 2:12 622.3 175.6 3:48
-:10                            -
+~ lg22._---------------------------------- __ 1"7&sect;.0 CALCAREOUS SILTSTONE, very dark gray (N 3/), strong, laminated to thinly bedded, fresh, 5.0 3:44 (5.0)
-:46                            - -*
+(5.0)
-.3   195.6                                             -*
+Run 36 interbedded with few to little laminated to thin LIMESTONE (MICRITE) and fossiliferous 100% 100%
-.0        3:57    (4.9)    (4.8)   Run 40
+LIMESTONE (WACKESTONE), dark gray (N 4/), planar to amorphous/diffuse bedding; trace 2:55 bioturbation, strong HCI reaction 2:36 172.6ft: BJ, 25&deg;, PS, T, B, II 173.5ft: J, 60&deg;, PR, PO, C, Ill, with calcite 2:10 174.9ft: BJ, 20&deg;, PS, T, B, II 2:13 617.3 180.6 5.0 3:24 (5.0)
-                                                              *-          198.5,199.0ft: BJ, 10-15&deg;, PS, PO, B, II 2:51    98%      96%
+(5.0)
-                                                            - -*          199.4ft: BJ, 30&deg;, PS, VT, C, Ill, with calcite 2:42 2:14                              *-
+Run 37 100% 100%
-_ @ 8 , +/- _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - __1~.5 2:04                            ~
+:31 2:27 2:44 2:57 612.3 185.6 5.0 2:43 (5.0)
-Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-33 of 706
+(5.0)
+Run 38 100% 100%
+:44 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&deg;, PS, VT, C, Ill, with calcite 100% 100%
+:15 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&deg;, PS, PO, B, II 98%
+%
+.4ft: BJ, 30&deg;, PS, VT, C, Ill, with calcite 2:51 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)
+GEOTECHNICAL CORING LOG a me 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.:
-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.
+MP-102 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-750X (P)
-RATE                                0                                                ROCK DESCRIPTION AND REMARKS (ft)     (ft)   (ft)                (It)     (It)    NO.
+Inclination: Vertical GROUND ELEV.:
-(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,
+.9 ft (NAVD88) NORTHING:
-                                                             ~
+,098 US ft (NAD83) EASTING: 2,448,404 US ft (NAD83) Azimuth:
-%      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&deg;, SR, T, B, II 202.7ft: BJ, 30&deg;, PS, T, B, II 2:36                                              203.2-203.5ft: FZ, 25&deg;, UR, 0, K, IV (likely mechanical) 2:34                                              204.7ft: BJ, 30&deg;, US, T-PO, B, II 592.3    205.6 5.0        2:56    (5.0) (5.0)      Run 42                   207.2ft: BJ, 30&deg;, PL, T, C, Ill, with calcite
+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:
-:19   100% 100%
+/6/13 COMPLETED: 7/11/13 I CASING DEPTH: 5.8 ft CORE BARREL TYPE: HQ3/Diamond Impregnated core bits DRILL RUN L
-:11                                   -
+ELEV. DEPTH RUN RATE REC.
-:43 1:47 587.3    210.6 5.0        2:33    (5.0) (5.0)      Run 43                   211.4ft: BJ, 25&deg;, PL, T, C, Ill, with calcite
+ROD SAMP.
-                                                             ~
+ROCK DESCRIPTION AND REMARKS (ft)
-:27   100% 100%                                  213.6ft: BJ, 25&deg;, US, PO, B, II 2:00                                   -
+(ft)
-:55
+(ft)
-                                                                    ~5&sect;.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
+(Min/ft)
-                                                             ~
+(It)
-% 100%                                  interbeds; few stylolites, trace calcite filled pits and burrows, strong HCI reaction 1:45 219.8ft: J, 30&deg;, PS, PO, C, Ill, with calcite 1:34                                   -
+(It)
-: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
+NO.
-                                                             ~
+G Continued from previous page 597.3.
-: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&deg;, PL-PS, VT, C, Ill, with calcite
+.0 2:36 (5.0)
-                                                             ~
+(4.6)
-:15   100% 100%                                  227.9ft: BJ, 20&deg;, PS, T, B, II 1:54                                   -
+Run 41
-: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
+LIMESTONE (WACKESTONE/MICRITE), dark gray (N 4/), strong, very thinly to thinly bedded, 100% 92%
-                                                                *-             3/), and little very thin chert beds, lenses, and nodules (dark gray to black with calcite healed 2:28                               *-
+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&deg;, SR, T, B, II 2:36 202.7ft: BJ, 30&deg;, PS, T, B, II 203.2-203.5ft: FZ, 25&deg;, UR, 0, K, IV (likely mechanical) 592.3 205.6 2:34 204.7ft: BJ, 30&deg;, US, T-PO, B, II 5.0 2:56 (5.0)
-                                                                -              tensional fractures orthogonal to bedding); trace calcite filled pits and burrows, strong HCI 2:17                             -*               reaction 2:32                             -
+(5.0)
-.3    235.6                                              -*
+Run 42
-                                                                                                           2    9 5.0        2:29    (5.0) (5.0)      Run 48        _5&sect;. Q_ i231.8ft: BJ, 25&deg;, PS, PO, B, II                                                                      , - :3&sect;*
+~
-% 100%                                 \.2;33.&sect;-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&deg;, PS, PO, C, Ill, with calcite 239.4,239.9ft: BJ/SH, 30&deg;, PL, T, C, Ill, with calcite 2:53                                   -          245.2ft: BJ, 30&deg;, 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&deg;, several calcite-healed shears perpendicular to bedding 3:42   100% 100%                                  246.6ft: J, 55&deg;, PR, PO, C, Ill, with calcite 3:19                                   -
+.2ft: BJ, 30&deg;, PL, T, C, Ill, with calcite 2:19 100% 100%
-Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-34 of 706
+:11 1:43 587.3 210.6 1:47 5.0 2:33 (5.0)
+(5.0)
+Run 43
+~
+.4ft: BJ, 25&deg;, PL, T, C, Ill, with calcite 2:27 100% 100%
+.6ft: BJ, 25&deg;, US, PO, B, II 2:00 1:55 1:54
+~5&sect;.31_ ____________________________________ 2H.8 582.3 215.6 LIMESTONE (GRAINSTONE), gray to dark gray (N 5/-N 4/), strong, thinly to moderately 5.0 2:10 (5.0)
+(5.0)
+Run 44
+~
+bedded, fresh, fossiliferous, trace to few laminated, wispy/irregular Calcareous SILTSTONE 1:45 100% 100%
+interbeds; few stylolites, trace calcite filled pits and burrows, strong HCI reaction 219.8ft: J, 30&deg;, PS, PO, C, Ill, with calcite 1:34 1:46 577.3 220.6 1:52 5.0 2:10 (4.8)
+(4.6)
+Run 45
+...,L, 576.7 221.2 2:16 96%
+%
+~
+LIMESTONE (MICRITE), light brownish gray (2.5Y 6/2), strong, laminated to very thinly 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) 572.3 225.6 2:47 5.0 3:23 (5.0)
+(5.0)
+Run 46
+~
+.7,222.3,223.2,223.6,225.0ft: BJ, 30&deg;, PL-PS, VT, C, Ill, with calcite 2:15 100% 100%
+.9ft: BJ, 20&deg;, PS, T, B, II 1:54 1:42 567.3 230.6 1:57 567.2 230.7 5.0 2:56 (5.0)
+(4.9)
+Run 47 CALCAREOUS SILTSTONE, black (N 2.5/), medium strong, laminated to very thinly bedded, 100% 98%
+fresh, interbedded with little laminated to very thin LIMESTONE (MICRITE), very dark gray (N 3:08 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 reaction 2:17 2:32 562.3 235.6
+_5&sect;.2Q_ i231.8ft: BJ, 25&deg;, PS, PO, B, II
+,-2:3&sect;*9 5.0 2:29 (5.0)
+(5.0)
+Run 48 2:16 100% 100%
+\\.2;33.&sect;-Ft:_!l.J,_ ~o,_PS_ "G_ Q, Ill, \\\\fith_c~c~ ___________ ________ I 3:34 LIMESTONE (MICRITE), light brownish gray (2.5Y 6/2) and grayish brown (2.5Y 5/2) to bluish 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 3:22 Calcareous SILTSTONE, very dark gray (N 3/), and few very thin to thin chert beds, lenses, 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%
+.8ft: J, 65&deg;, PS, PO, C, Ill, with calcite 239.4,239.9ft: BJ/SH, 30&deg;, PL, T, C, Ill, with calcite 2:53 245.2ft: BJ, 30&deg;, PL, PO, C, Ill, with calcite 2:14 552.3 245.6 2:43 5.0 4:16 (5.0)
+(5.0)
+Run 50 245.6,245.9ft: SZ, 35-45&deg;, several calcite-healed shears perpendicular to bedding 3:42 100% 100%
+.6ft: J, 55&deg;, 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)
+GEOTECHNICAL CORING LOG a me 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.:
-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.
+MP-102 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-750X (P)
-RATE                               0                                         ROCK DESCRIPTION AND REMARKS (ft)    (ft)   (ft)                (It)     (It)    NO.
+Inclination: Vertical GROUND ELEV.:
-(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
+.9 ft (NAVD88) NORTHING:
-                                                            ~             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&deg;, PS, PO, B, II 2:25   100% 100%
+,098 US ft (NAD83) EASTING: 2,448,404 US ft (NAD83) Azimuth:
-:34                                 -
+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)
-: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&deg;, PL, PO-T, B, Ill, with calcite 2:21    98%      76%                          265.0-265.6ft: FZ, 35&deg;, PS, PO, B, II, several closely spaced bedding joints 3:32                                 -
+DATE STARTED:
-:55 4:05 532.3   265.6 5.0        3:13    (5.0) (5.0)      Run 54               266.3ft: BJ, 25&deg;, PS, PO, B, II 4:33   100% 100%                              267.1ft: BJ, 45&deg;, US, PO, B, II 3:28                                 -
+/6/13 COMPLETED: 7/11/13 I CASING DEPTH: 5.8 ft CORE BARREL TYPE: HQ3/Diamond Impregnated core bits DRILL RUN L
-: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&deg;, PS, PO, B, II 2:57    98%      96%
+ELEV. DEPTH RUN RATE REC.
-:40                                 -
+ROD SAMP.
-: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&deg;, PS-PL, T, B, II 3:54   100% 92%
+ROCK DESCRIPTION AND REMARKS (ft)
-:31                                 -
+(ft)
-:47 3:49                                    517.5                                                                                                    280.4 517.3   280.6                                                     ---------------------------------------
+(ft)
-.0        2:24    (5.0) (5.0)      Run 57 -             CALCAREOUS SILTSTONE, greenish black (10Y 2.5/1), strong, laminated to very thinly 100% 100%
+(Min/ft)
-                                                              *-          bedded, fresh, interbedded with trace to few laminated to very thin LIMESTONE (MICRITE),
+(It)
-:49                            - -*
+(It)
-and trace very thin chert beds and lenses (black, fractured as above); trace calcite filled pits 1:44                            -
+NO.
-                                                                 -        and burrows, trace pyrite along bedding laminations, strong HCI reaction 283.5,284.2ft: BJ, 30&deg;, PR-PS, T, D-B, II 1:42                            -*
+G Continued from previous page 2:24
-:23                            -
+~
-.3   285.6                                               -
+LIMESTONE (MICRITE), light brownish gray (2.5Y 6/2) and grayish brown (2.5Y 5/2) to bluish 547.3 250.6 3:28 gray (5PB 5/1 ), strong, laminated to moderately bedded, fresh, locally argillaceous, locally with 5.0 2:39 (5.0)
-.0        2:30    (4.9)    (4.9)   Run 58 -*
+(5.0)
-%      98%
+Run 51 fossiliferous (WACKESTONE) beds, interbedded with few to some laminated to thin 100% 100%
-:05                            -
+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 2:47 (continued) 542.3 255.6 2:29 5.0 2:14 (5.0)
-                                                                 - 5 1 0 , +/- _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - __2!3"7.5
+(5.0)
-                                                            ~
+Run 52 259.9ft: BJ, 50&deg;, PS, PO, B, II 2:25 100% 100%
-: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%
+:34 3:22 537.3 260.6 4:30 5.0 3:43 (4.9)
-.5,289.1,289.7ft: BJ, 30&deg;, PS, PO-T, B, II 3:43                                 _        291.6,292.1 ,293.2ft: BJ, 30&deg;, PS-PL, T-PO, B, II 293.5ft: SH, 30&deg;, VT, A, I, with calcite 3:46                                          295.3ft: BJ, 30&deg;, 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&deg;, PS-PL, PO-T, B, II 3:26   100% 100%
+(3.8)
-                                                            ~             300.3ft: J, 65&deg;, 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
+Run 53 260.7,262.9,263.2,263.5ft: BJ, 30-40&deg;, PL, PO-T, B, Ill, with calcite 2:21 98%
+%
+.0-265.6ft: FZ, 35&deg;, PS, PO, B, II, several closely spaced bedding joints 3:32 3:55 532.3 265.6 4:05 5.0 3:13 (5.0)
+(5.0)
+Run 54 266.3ft: BJ, 25&deg;, PS, PO, B, II 4:33 100% 100%
+.1ft: BJ, 45&deg;, US, PO, B, II 3:28 3:27 527.3 270.6 4:04 5.0 3:57 (4.9)
+(4.8)
+Run 55 273.8,274.3,275.3ft: BJ, 30&deg;, PS, PO, B, II 2:57 98%
+%
+:40 3:20 522.3 275.6 4:41 5.0 3:15 (5.0)
+(4.6)
+Run 56 275.6,276.6,277.6,278.8ft: BJ, 30&deg;, PS-PL, T, B, II 3:54 100% 92%
+:31 3:47 517.3 280.6 3:49 517.5 280.4 5.0 2:24 (5.0)
+(5.0)
+Run 57 CALCAREOUS SILTSTONE, greenish black (10Y 2.5/1), strong, laminated to very thinly bedded, fresh, interbedded with trace to few laminated to very thin LIMESTONE (MICRITE),
+% 100%
+:49 and trace very thin chert beds and lenses (black, fractured as above); trace calcite filled pits and burrows, trace pyrite along bedding laminations, strong HCI reaction 1:44 283.5,284.2ft: BJ, 30&deg;, 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%
+%
+:05
+- 510,+/-_---------------------------------- __ 2!3"7.5 2:39
+~
+LIMESTONE (MICRITE), light brownish gray (2.5Y 6/2), strong, laminated to moderately 2:11 bedded, fresh, locally argillaceous, interbedded with few to little laminated to very thin, wispy/irregular and diffuse Calcareous SILTSTONE, very dark gray (N 3/) to greenish gray 507.3 290.6 4:09 (5GY 5/1) and locally dusky red (1 OR 3/2), and trace to few very thin to thin chert beds, lenses, 5.0 3:15 (5.0)
+(5.0)
+Run 59 :
+and irregular nodules (light gray to dark gray with calcite healed fracturing as described 100% 100%
+above); trace calcite filled pits and burrows, strong HCI reaction 3:19 288.5,289.1,289.7ft: BJ, 30&deg;, PS, PO-T, B, II 3:43 291.6,292.1,293.2ft: BJ, 30&deg;, PS-PL, T-PO, B, II 293.5ft: SH, 30&deg;, VT, A, I, with calcite 3:46 295.3ft: BJ, 30&deg;, PL, C, Ill, with calcite 502.3 295.6 4:58 5.0 4:14 (5.0)
+(5.0)
+Run 60
+~
+.7,297.5,299.2,300.1ft: BJ, 30&deg;, PS-PL, PO-T, B, II 3:26 100% 100%
+.3ft: J, 65&deg;, 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)
+GEOTECHNICAL CORING LOG a me 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.:
-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.
+MP-102 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-750X (P)
-RATE                             0                                       ROCK DESCRIPTION AND REMARKS (ft)   (ft)   (ft)                (It)     (It)    NO.
+Inclination: Vertical GROUND ELEV.:
-(Min/ft)    %        %            G Continued from previous page 2:44                              -        LIMESTONE (MICRITE), light brownish gray (2.5Y 6/2), strong, laminated to moderately
+.9 ft (NAVD88) NORTHING:
-                                                           ~
+,098 US ft (NAD83) EASTING: 2,448,404 US ft (NAD83) Azimuth:
-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&deg;,PS-PL, T-PO, C, Ill, with calcite 4:32                              -        300.7,301.2,301.6ft: J, 65&deg;, 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&deg;, PS-PL, T, B, Ill, with calcite
+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:
-:24   100% 100%
+/6/13 COMPLETED: 7/11/13 I CASING DEPTH: 5.8 ft CORE BARREL TYPE: HQ3/Diamond Impregnated core bits DRILL RUN L
-:12                              -
+ELEV. DEPTH RUN RATE REC.
-:13 3:58 487.3   310.6 5.0        5:05    (5.0) (5.0)      Run 63            314.9ft: BJ, 30&deg;, PL, T, C, Ill, with calcite/pyrite
+ROD SAMP.
-                                                           ~
+ROCK DESCRIPTION AND REMARKS (ft)
-:08   100% 100%                           315.2ft: BJ, 30&deg;, PL, VT, A, I, spaced at 0.03' 4:50                              -
+(ft)
-: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&deg;, PL, T-PO, C, Ill, with calcite 4:44   100% 92%                            316.1ft: J, 60&deg;, PL, PO, C, Ill, with calcite 316.5,316.7ft: SH, 40-50&deg;, VT, A, I, with calcite 3:41                              -
+(ft)
-: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&deg;, PL, PO, C, Ill, with calcite 3:22                                       319.8-321.1ft: FZ, 60-80&deg;, PR, VT-T, A, I, with calcite and spaced at about 0.05' 320.6ft: J, 75&deg;, PR, PO, C, Ill, with calcite 3:25                                       322.3ft: J, 60&deg;, 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&deg;, VT, A, I, with calcite 100% 84%                            325.7,327.1 ,327.2,328.1ft: BJ, 30&deg;, PL, T, C, Ill, with calcite 4:20 326.9,327.1 ,327.8,329.0,329.1 ,329.3ft: SH, 20-30&deg;, VT, A, I, with calcite 4:36                              -        327.5,328.3,329.4,329.7,330.3ft: BJ/SH, 30&deg;, PL, T-PO, C, Ill, with calcite 3:56                                       329.1ft: SH, 60&deg;, 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&deg;, PR, T-0, C, Ill, with calcite 3:36   100% 94%                            332.0,333.5,333.7,335.0ft: BJ, 30-40&deg;, PL, T-PO, C, Ill, with calcite 332.3,334.8ft: SH, 30&deg;, VT, A, I, with calcite 5:47                              -        332.5-332.6ft: SZ, 15-25&deg;, PL, T-PO, C, II, with calcite containing brecciated siltstone 5:10                                       333.1 ,334.4ft: J, 75-80&deg;, 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&deg;, PR, P0-0, C, Ill, with calcite
+(Min/ft)
-                                                           ~
+(It)
-:08   100% 90%
+(It)
-:00                              -
+NO.
-: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&deg;,PL, T-PO, C, Ill, with calcite
+G Continued from previous page 2:44
-                                                           ~
+~
-:54   100% 96%                            342.2ft: BJ, 30&deg;, PS, PO, C, Ill, with calcite 346.8,347.2,347.5,347.7,348.2ft: SH, 35-20&deg;, PL, T-PO, C, 11-111, with calcite 3:39                              -        347.4, 347.9,348.6,348.9,350.3ft: SH, 30-70&deg;, 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
+LIMESTONE (MICRITE), light brownish gray (2.5Y 6/2), strong, laminated to moderately 3:52 bedded, fresh, locally argillaceous, interbedded with few to little laminated to very thin, wispy/irregular and diffuse Calcareous SILTSTONE, very dark gray (N 3/) to greenish gray 497.3 300.6 5:06 (5GY 5/1) and locally dusky red (1 OR 3/2), and trace to few very thin to thin chert beds, lenses, 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%
+%
+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&deg;,PS-PL, T-PO, C, Ill, with calcite 4:32 300.7,301.2,301.6ft: J, 65&deg;, PS, VT, A, Ill, with calcite 4:23 492.3 305.6 5:14 5.0 4:07 (5.0)
+(5.0)
+Run 62
+~
+.1,306.8,308.6ft: BJ, 30&deg;, PS-PL, T, B, Ill, with calcite 3:24 100% 100%
+:12 3:13 487.3 310.6 3:58 5.0 5:05 (5.0)
+(5.0)
+Run 63
+~
+.9ft: BJ, 30&deg;, PL, T, C, Ill, with calcite/pyrite 5:08 100% 100%
+.2ft: BJ, 30&deg;, PL, VT, A, I, spaced at 0.03' 4:50 3:28 482.3 315.6 4:31 5.0 4:00 (5.0)
+(4.6)
+Run 64 315.8,317.0,317.5ft: BJ, 30&deg;, PL, T-PO, C, Ill, with calcite 4:44 100% 92%
+.1ft: J, 60&deg;, PL, PO, C, Ill, with calcite 316.5,316.7ft: SH, 40-50&deg;, VT, A, I, with calcite 3:41 2:41
+- 4Z_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&deg;, PL, PO, C, Ill, with calcite 3:22 319.8-321.1ft: FZ, 60-80&deg;, PR, VT-T, A, I, with calcite and spaced at about 0.05' 3:25 320.6ft: J, 75&deg;, PR, PO, C, Ill, with calcite 472.3 325.6 322.3ft: J, 60&deg;, PR, PO, C, Ill, with calcite 5.0 3:54 (5.0)
+(4.2)
+Run 66 322.8,323.5,324.1,324.5ft: SH, 30-35&deg;, VT, A, I, with calcite 4:20 100% 84%
+.7,327.1,327.2,328.1ft: BJ, 30&deg;, PL, T, C, Ill, with calcite 326.9,327.1,327.8,329.0,329.1,329.3ft: SH, 20-30&deg;, VT, A, I, with calcite 4:36 327.5,328.3,329.4,329.7,330.3ft: BJ/SH, 30&deg;, PL, T-PO, C, Ill, with calcite 3:56 329.1ft: SH, 60&deg;, PL, PO, C, Ill, with calcite 467.3 330.6 5:13 5.0 5:02 (5.0)
+(4.7)
+Run 67 331.1ft: FZ, 40&deg;, PR, T-0, C, Ill, with calcite 3:36 100% 94%
+.0,333.5,333.7,335.0ft: BJ, 30-40&deg;, PL, T-PO, C, Ill, with calcite 332.3,334.8ft: SH, 30&deg;, VT, A, I, with calcite 5:47 332.5-332.6ft: SZ, 15-25&deg;, PL, T-PO, C, II, with calcite containing brecciated siltstone 5:10 333.1,334.4ft: J, 75-80&deg;, VT, A, I, with calcite 462.3 335.6 5:33 5.0 4:07 (5.0)
+(4.5)
+Run 68
+~
+.1,340.1ft: BJ, 30&deg;, PR, P0-0, C, Ill, with calcite 4:08 100% 90%
+:00 3:58 457.3 340.6 5:07 5.0 5:09 (5.0)
+(4.8)
+Run 69
+~
+.3-341.1ft: SZ/FZ, 50-60&deg;,PL, T-PO, C, Ill, with calcite 3:54 100% 96%
+.2ft: BJ, 30&deg;, PS, PO, C, Ill, with calcite 346.8,347.2,347.5,347.7,348.2ft: SH, 35-20&deg;, PL, T-PO, C, 11-111, with calcite 3:39 347.4, 347.9,348.6,348.9,350.3ft: SH, 30-70&deg;, VT, A, I, with calcite (intact) 3:00 452.3 345.6 3:43 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.
+d C/o 0
-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
+"""' g
-                                                               ~-
+"" 0
-: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
+~
-                                                               ~
+"""' u
-: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.
+"""' g
-d
+~
- ~
+u
-C/o 0
+~
-g"""'
+~
-""
- ~
+~
-u"""'
+GEOTECHNICAL CORING LOG a me 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)
-g"""'
+Inclination: Vertical GROUND ELEV.:
-u
+.9 ft (NAVD88) NORTHING:
- ~
+,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:
-                                                                 -
+/6/13 COMPLETED: 7/11/13 I CASING DEPTH: 5.8 ft CORE BARREL TYPE: HQ3/Diamond Impregnated core bits ELEV. DEPTH RUN (ft)
- ~
+(ft)
-UL-----L---~~--~----~----~--~----~--~----------------------------------------------------------------------..J Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-37 of 706
+(ft) 5.0 447.3 350.6 DRILL RATE (Min/ft) 3:45 3:02 3:05 3:13 RUN REC.
+ROD SAMP.
+(It)
+(It)
+NO.
+(4.8)
+(4.2) 96%
+%
+L 0
+G
+~-
+~ 447.3 ROCK DESCRIPTION AND REMARKS Continued from previous page LIMESTONE (MICRITE), light brownish gray (2.5Y 6/2), strong, laminated to moderately bedded and locally nodular, fresh, interbedded with few to little laminated to very thin, 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 healed fractures as described above); trace stylolites, strong HCI reaction (continued)
+Boring and coring terminated at 350.6 feet.
+.6 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
+Core Photographs Boring MP-102 MP-1 02 -Boxes 1 and 2 LINLH RIVER S/.4~ l't<OJfCT AMEC tlRf;JEC T (ii.GI 13 1077 CliNCH RIVER SU 1'1 uJECT M~fC PR(;JH.. I li4GI13 1()72 tlOif!NG fVlp -102 _ _
-            *. *. . ... *.*... .                                                                          0   0 ~r *
+o CLIHCH RIVE:~ ~
-* I
+I'KOJECT A EC PROJECT li46H 13 1072 IJORJNG f"'P -102 BOX l>fi'TH ~~ t.
-* o  :  *' o I
+AMEC PROJECT c.,,., IJ 11172 BOI~ING nP-!DL.
-* o ' ** .. . .'
+BOX DEPTH ~o. <<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.~
+/fr) ro c.s ~ (It)
-                                                                                          ~!<-~~*-
+Clinch River SMR Project AMEC Project No. 6468-13-1072 0
-CLIHCH RIVE:~ ~ I'KOJECT A    EC PROJECT         li46H 13 1072                       ~,.J  <<        -;.;-~,~
-IJORJNG     f"'P -102         BOX                              * '1         ~a~**I/H' l>fi'TH ~~ t.
+~r I
-AMEC PROJECT               c.,,., IJ 11172                "Pv.J   II        s-~ <:- S'S""' S ci (too'/,)             o* ltoo"'.)
+* o o I o
-            -
+RUN INTe~VAL 1ft\\ RECJftl=.r!!lBQO lft'-=..00 "Pv.J II 1<;"(.
-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.)
+.0.~
-                 ~o. <<o
+~!<-~~*-
-     '          /f,    i   ... -,~:~-~ ~,~__.                   :..ar*        .   :1!1....... .k*~ - -:*
+~,.J <<
----;-t-"7fr"''lflr
+-;.;-~,~
-                                                                                                                . .
+* '1
-* j"ff';p-..                             -
+~a~**I/H' s-~ <:- S'S" "' S ci (too'/,)
-*         ,y; ,_ * *~*~ :1....._--:,:~-**r.                                                                                       *
+o* ltoo"'.)
-                                                 ---         ~-                        _-
-Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-38 of 706
+~VH tz..
+S%' 6or,,'
+Ll'l (%"1*) tt3f~c:...,.J "fu,., I),,o tr' "s-t.:
+S u' C IOo 'r,)
+~ o' C too*t.)
+/f, i
+... -,~:~-~ ~,~__. :..ar*
+. :1!1........
+*
+,y;,_
+*~*~
+:1....._--:,:~-**r.
+---;-t-"7fr"''lflr k*~ --:*
+* j"ff';p-..
+~-
+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+.
+Core Photographs Boring MP-102 MP-1 02 -Boxes 5 and 6 till). _fo_
-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
+(ft)TO _ CfS 1o CLINCH RIVERS.1, PIWJtCT AMEC PIWJECT b*II*H 13 Hn IJr)I~Jio,(j t1_P*/D 'L riO)(
-                                                                                                                 ' troo*/.
+jll)
-            *
+VEPrH_ liO ~-ltr)T O T2.~. ~ 1111 Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-39 of 706 Clinch River SMR Project AMEC Project No. 6468-13-1072 Vo~ f+.
-                                                                                                             ~
+~..
-l'~* v            lrtJf,
+'11 P..,,l
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