ML19030A499

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Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix B.1 - Pages 53-60
ML19030A499
Person / Time
Site: Clinch River
Issue date: 01/18/2019
From: James Shea
Tennessee Valley Authority
To:
Office of New Reactors
Fetter A
References
TVACLINCHRIVERESP, TVACLINCHRIVERESP.SUBMISSION.6, CRN.P.PART08, CRN.P.PART08.2
Download: ML19030A499 (8)
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Text

a me GEOTECHNICAL CORING LOG Prepared By: MBL Date: 3/5/14 Checked By: JCM Date: 3/5/14 SHEET 1 OF 4 BECHTEL PROJECT NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 COUNTY: Roane, TN I GEOLOGIST: R. Clark SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: S. Snow/D. King Boring Orientation BORING NO.:

MP-104 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-55 (TSD)

Inclination: Vertical GROUND ELEV.:

797.7 ft (NAVD88) NORTHING:

570,094 US ft (NAD83) EASTING: 2,448,449 US ft (NAD83) Azimuth:

NA TOTAL DEPTH:

177.2 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (I D): 140-lb Auto (373705)

DATE STARTED:

8/3/13 COMPLETED: 8/6/13 I CASING DEPTH: 12.0 ft CORE BARREL TYPE: HQ3/Diamond Impregnated core bits DRILL RUN L

ELEV. DEPTH RUN RATE REC.

ROD SAMP.

0 ROCK DESCRIPTION AND REMARKS (ft)

(ft)

(ft)

(Min/ft)

(It)

(It)

NO.

G Begin Coring @ 12.1 ft 785.6 12.1 2.9 5:06 (2.2)

(1.5)

Run 1

~"l

-~SS'-8 WEATHERED ROCK: LIMESTONE-No recovery 3:03 76%

52%

~

LIMESTONE (MICRITE), gray (5Y 5/1) to light olive gray (5Y 6/2) and bluish gray (5PB 6/1) 2:51/0.9 to dark bluish gray (5PB 4/1 ), medium strong, thinly to moderately bedded, moderately to 782.7 15.0 slightly weathered, interbedded with few to little laminated Calcareous SILTSTONE; trace 5.0 4:10 (5.0)

(3.9)

Run 2

~

calcite filled and few open pits, strong HCI reaction (Benbolt Formation-Unit E) 6:04 100% 78%

13.8,14.2,14.4ft: BJ, 35°, PS, T-PO, B, Ill 15.5,16.7,17.5,17.8,18.3,18.7,19.0ft: BJ, 35°, PS-PR, PO, B, Ill 3:27 15.8-16.0ft: FZ/BJ, 35°, PS, 0, C-D, IV 3:34 18.2ft: J, 50°, PR, 0, C, Ill 777.7 20.0 5:56 5.0 3;26 (4.4)

(2.3)

Run 3

~

20.0,21.3,21.8,22.5,22.7,23.3,23.6,24.5ft: BJ, 35°, PS, T, B, II-III 2:17 88%

46%

20.3-20.7ft: FZ/BJ, 35°, PS, T-PO, B, Ill 22.8ft: J, 50°, PR, PO, B, Ill 2:03 23.7-24.5ft: FZ 3:20 24.7ft: J, 60°, PR, 0, D, Ill 772.7 25.0 3:55 5.0 3:54 (5.0)

(4.7)

Run 4

~

26.1,26.8,27.4ft: BJ, 30°, SS-PS, T-P0-0, B-C,11-111 4:25 100% 94%

4:07 3:37 28.0-28.6ft: Partial dissolution cavity 767.7 30.0 6:28 5.0 4:37 (5.0)

(4.3)

Run 5 30.0ft: As above, becoming slightly weathered to fresh 3:08 100% 86%

30.3,31.4,33.3ft: BJ, 30°, PS, T, B, II-III 30.4ft: J, 65°, PS, P0-0, C, IV 2:55 32.6ft: J, 65°, PR, T, B, Ill 1:51 33.6ft: J, 10°, PR, T-UT, B, Ill 2:52 34.8ft: J, 65°, PR, T, B, II

.ill

~

762.7 35.0

_?Q_2,+/-_---------------------------------- -- :3§.3 3.9 3:38 (3.9)

(2.5)

Run 6 758.8 755.5 750.5 745.5 740.5 LIMESTONE (MICRITE), gray (N 5/), strong, laminated to very thinly bedded, fresh, 3:41 100% 64%

interbedded with some laminated Calcareous SILTSTONE, very dark gray (N 3/); slight 3:49 bioturbation, strong HCI reaction 38.9 3:41/0.9 3.3 2:30 (3.3)

(3.3)

Run 7 36.0,36.7,37.2ft: BJ, 35°, PS, T, B, II 3:18 100% 100%

37.5-37.9,38.4-38.9ft: FZ/BJ, 30°, PS, T, B, II 37.8ft: J, 40°, SR, T, B, II 2:45 40.0,40.8ft: BJ, 30°, PS, T, B, II 42.2 1:03/0.3 42.8ft: J, 65°, UR, PO, B, Ill 5.0 (5.0)

(3.6)

Run 8

~

=~4&_---------------------------------- -- +/-}.2 1:57 100% 72%

2:02 LIMESTONE (MICRITE/WACKESTONE), gray (N 5/) to bluish gray (5PB 5/1), strong, very 2:27 thinly to moderately bedded, fresh, interbedded with few laminated to very thin Calcareous SILTSTONE, very dark gray (N 3/), and few very thin chert beds, lenses, and nodules (dark 2:17 gray to black, with calcite filled tensional fractures orthogonal to bedding); strong HCI reaction 47.2 2:45 5.0 2:34 (5.0)

(3.8)

Run 9

~

43.3,44.9,45.3,45.6,45.8,46.7ft: BJ, 30°, PS, T, B, II 2:42 100% 76%

43.9-44.2ft: FZ/BJ, 30°, PS, T-PO, B, II 47.3,47.6,48.1,49.8,50.6,51.2ft: BJ, 30°, PS, T, B, II 2:11 2:46 2:58

_7+/-_6,+/-_---------------------------------- -- §_1.3 52.2 LIMESTONE (MICRITE), gray (N 5/) to bluish gray (5PB 5/1 ), strong, laminated to thinly 5.0 2:20 (5.0)

(4.7)

Run 10

~

bedded, fresh, interbedded with little to some laminated to very thin Calcareous SILTSTONE, 3:10 100% 94%

very dark gray (N 3/); strong HCI reaction 51.3,51.5ft: BJ, 30°, PS, T, B, II 3:36 53.2ft: J, 65°, PS, T, B, Ill 2:16 53.5,53.9,56.3,56.9ft: BJ, 30°, PS, T, B, II 54.8ft: J, 70°, PS, T, B, Ill 57.2 3:28 5.0 1:46 (5.0)

(5.0)

Run 11

~

58.4,59.5ft: BJ, 30°, PS, T, B, II 2:09 100% 100%

2:43 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-53 of 706

GEOTECHNICAL CORING LOG a me SHEET 2 OF 4 BECHTEL PROJECT NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 COUNTY: Roane, TN I GEOLOGIST: R. Clark SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: S. Snow/D. King Boring Orientation BORING NO.:

MP-104 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-55 (TSD)

Inclination: Vertical GROUND ELEV.:

797.7 ft (NAVD88) NORTHING:

570,094 US ft (NAD83) EASTING: 2,448,449 US ft (NAD83) Azimuth:

NA TOTAL DEPTH:

177.2 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (I D): 140-lb Auto (373705)

DATE STARTED:

8/3/13 COMPLETED: 8/6/13 I CASING DEPTH: 12.0 ft CORE BARREL TYPE: HQ3/Diamond Impregnated core bits DRILL RUN L

ELEV. DEPTH RUN RATE REC.

ROD SAMP.

0 ROCK DESCRIPTION AND REMARKS (ft)

(ft)

(ft)

(Min/ft)

(It)

(It)

NO.

G Continued from previous page 2:06

=9 LIMESTONE (MICRITE), gray (N 5/) to bluish gray (5PB 5/1 ), strong, laminated to thinly 735.5 62.2 3:19 bedded, fresh, interbedded with little to some laminated to very thin Calcareous SILTSTONE, 5.0 2:03 (5.0)

(5.0)

Run 12

~

very dark gray (N 3/); strong HCI reaction (continued) 2:26 100% 100%

2:08 2:33 730.5 67.2 2:36 730.5 67.2 725.5 720.5 715.5 710.5 705.5 700.5 695.5 690.5 5.0 3:12 (5.0)

(5.0)

Run 13

~

3:17 100% 100%

2:49 2:52 2:44 72.2 5.0 2:30 (5.0)

(5.0)

Run 14

~

3:08 100% 100%

3:37 2:56 77.2 4:01 5.0 4:11 (5.0)

(5.0)

Run 15 ;

3:01 100% 100%

3:52 2:44 82.2 2:49 5.0 2:23 (5.0)

(5.0)

Run 16 2:34 100% 100%

2:18 2:40 87.2 2:44 5.0 2:15 (5.0)

(5.0)

Run 17

~

2:41 100% 100%

2:25 2:19 92.2 2:45 5.0 2:35 (5.0)

(5.0)

Run 18

~

2:28 100% 100%

1:41 2:21 97.2 2:25 5.0 3:15 (5.0)

(4.7)

Run 19

~

3:13 100% 94%

3:01 3:31 102.2 3:39 5.0 3:02 (5.0)

(5.0)

Run 20

~

2:39 100% 100%

2:47 2:01 107.2 2:09 5.0 2:29 (5.0)

(5.0)

Run 21

~

2:24 100% 100%

Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-54 of 706 LIMESTONE (MICRITENVACKESTONE/GRAINSTONE), gray (N 5/) and bluish gray (5PB 6/1-5/1) to dark bluish gray (5PB 4/1), strong, very thinly to thinly bedded, locally moderately bedded and nodular, fresh, fossiliferous, interbedded with little to some laminated to thin, Calcareous SILTSTONE, very dark gray (N 3/), roughly planar to wavy becoming wispy/irregular and diffuse with depth; trace stylolites, trace pyrite replacing fossils, trace calcite filled pits and vugs (separate/non-touching), strong HCI reaction 69.4,70.1ft: BJ, 30°, PS, T, B, II 74.2,75.2,76.6ft: 30°, PS, T, B, II 75.2ft: J, 50°, PR, T, B, II 77.8ft: BJ, 30°, PS, T, B, II, with calcite 86.1ft: BJ, 30°, PR, PO, B, II 87.2-87.4ft: J, 55°, PS, VT, A, II 90.5,91.4ft: BJ, 30°, PS, T, B, II 90.9ft: J, 70°, PR, PO, B, II, with calcite 94.3,96.2ft: J, 45°, PR, T, B, II 101.2,101.4,101.7,102.0ft: BJ, 30°, PS-US, T-PO, B, II 104.8ft: BJ, 30°, US, PO, B, II 107.4,111.5ft: BJ, 30°, PS, T, B, II 108.1ft: J, 50°, PR, T, B, Ill

GEOTECHNICAL CORING LOG a me SHEET 3 OF 4 BECHTEL PROJECT NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 COUNTY: Roane, TN I GEOLOGIST: R. Clark SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: S. Snow/D. King Boring Orientation BORING NO.:

MP-104 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-55 (TSD)

Inclination: Vertical GROUND ELEV.:

797.7 ft (NAVD88) NORTHING:

570,094 US ft (NAD83) EASTING: 2,448,449 US ft (NAD83) Azimuth:

NA TOTAL DEPTH:

177.2 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (I D): 140-lb Auto (373705)

DATE STARTED:

8/3/13 COMPLETED: 8/6/13 I CASING DEPTH: 12.0 ft CORE BARREL TYPE: HQ3/Diamond Impregnated core bits DRILL RUN L

ELEV. DEPTH RUN RATE REC.

ROD SAMP.

0 ROCK DESCRIPTION AND REMARKS (ft)

(ft)

(ft)

(Min/ft)

(It)

(It)

NO.

G Continued from previous page 2:32

~

LIMESTONE (MICRITE,WACKESTONE/GRAINSTONE), gray (N 5/) and bluish gray (5PB 2:02 6/1-5/1) to dark bluish gray (5PB 4/1), strong, very thinly to thinly bedded, locally moderately 1:47 bedded and nodular, fresh, fossiliferous, interbedded with little to some laminated to thin, 685.5 112.2 Calcareous SILTSTONE, very dark gray (N 3/), roughly planar to wavy becoming 5.0 3:35 (5.0)

(5.0)

Run 22 wispy/irregular and diffuse with depth; trace stylolites, trace pyrite replacing fossils, trace 2:08 100% 100%

calcite filled pits and vugs (separate/non-touching), strong HCI reaction (continued) 2:41 2:46 680.5 117.2 3:10 5.0 2:22 (5.0)

(5.0)

Run 23 2:48 100% 100%

2:36 3:10 675.5 122.2 2:54 5.0 2:21 (5.0)

(5.0)

Run 24

~

3:43 100% 100%

2:02 2:51 670.5 127.2 2:36 5.0 2:27 (5.0)

(4.4)

Run 25 127.6ft: J, 65°, PR, PO, B, Ill 2:21 100% 88%

131.5,131.8,131.9ft: BJ, 30°, PS, T, B, II 2:43 2:29 665.5 132.2 2:33 5.0 2:11 (5.0)

(5.0)

Run 26 1:38 100% 100%

1:39 2:01 660.5 137.2 2:05 5.0 6:34 (5.0)

(5.0)

Run 27 138.9-140.1,140.8,141.8ft: BJ, 30°, PS, T, B, II 3:59 100% 100%

4:01 2:36 655.5 142.2 3:53 5.0 3:00 (5.0)

(5.0)

Run 28 2:58 100% 100%

2:31 2:22 650.5 147.2 2:57 5.0 2:33 (5.0)

(5.0)

Run 29 150.2,151.5ft: BJ, 30°, PS, T, B, II 1:58 100% 100%

1:50 2:34 645.5 152.2 2:28 5.0 3:20 (5.0)

(5.0)

Run 30 153.0,154.4ft: BJ, 30°, PS, T, B, II 2:43 100% 100%

2:25 3:23 640.5 157.2 2:40 5.0 1:51 (5.0)

(5.0)

Run 31

r Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-55 of 706

GEOTECHNICAL CORING LOG a me SHEET 4 OF 4 BECHTEL PROJECT NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 COUNTY: Roane, TN I GEOLOGIST: R. Clark SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: S. Snow/D. King Boring Orientation BORING NO.:

MP-104 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-55 (TSD)

Inclination: Vertical GROUND ELEV.:

797.7 ft (NAVD88) NORTHING:

570,094 US ft (NAD83) EASTING: 2,448,449 US ft (NAD83) Azimuth:

NA TOTAL DEPTH:

177.2 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (I D): 140-lb Auto (373705)

DATE STARTED:

8/3/13 COMPLETED: 8/6/13 I CASING DEPTH: 12.0 ft CORE BARREL TYPE: HQ3/Diamond Impregnated core bits DRILL RUN L

ELEV. DEPTH RUN RATE REC.

ROD SAMP.

0 ROCK DESCRIPTION AND REMARKS (ft)

(ft)

(ft)

(Min/ft)

(It)

(It)

NO.

G Continued from previous page 2:01 100% 100%

D LIMESTONE (MICRITE,WACKESTONE/GRAINSTONE), gray (N 5/) and bluish gray (5PB 2:02 6/1-5/1) to dark bluish gray (5PB 4/1), strong, very thinly to thinly bedded, locally moderately bedded and nodular, fresh, fossiliferous, interbedded with little to some laminated to thin, 1:57 Calcareous SILTSTONE, very dark gray (N 3/), roughly planar to wavy becoming 2:12 wispy/irregular and diffuse with depth; trace stylolites, trace pyrite replacing fossils, trace 635.5 162.2 calcite filled pits and vugs (separate/non-touching), strong HCI reaction (continued) 5.0 1:46 (5.0)

(5.0)

Run 32

~

2:01 100% 100%

2:04 1:55 630.5 167.2 1:44 5.0 2:01 (5.0)

(5.0)

Run 33

~

1:49 100% 100%

1:59 2:08 625.5 172.2 2:03 5.0 1:51 (4.7)

(4.7)

Run 34

~

174.4ft: BJ, 30°, T, B, II 1:43 94%

94%

2:02 2:03 620.5 177.2 2:05 620.5 Boring and coring terminated at 177.2 feet.

Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-56 of 706 177.2

MP-104-Boxes 1 and 2 AMEC 1'/WJECT CJ461) 13 11172 IWRJNG MP-104 BOX 2 DEI'1H 7_)()

  • ffJ TO ~
  • " '(ft) _

MP-104-Boxes 3 and 4 CLINCH RIVER SMR PROJECT AMEC PROJECT 6468131072 BORI!<IG

~-f04 sox.3_

DE1'TH ~-4 (ltiTO Sz._-:1.' (ft)

Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-57 of 706 RUN INTERVAL (ftl REC It -

ft - %

RuN-Q 255J**~.ofso' '()ot./'t:?- qt{-f.

1\\uN.S ?ii>-3">~/s.c't '* r~:J~7': -t:~'L%7.

UtH) ~9~13~'1 Of. 25' GU:J.

MP-104-Boxes 5 and 6 MP-104-Boxes 7 and 8 CUNCH RIVER SM~MtRinJ AMEC PROJECT 131072 BORIN. MP- /OL\\ aox_CZS""""'---

DEI'TH

/12 2' 1 (ft) TO IZ 7_ 2 (ft)

Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-58 of 706 RUN INTERVAL (ftl REC (ftl- !Yo I RQD (It) - (%)

_1\\vN*"ll... b2L:.l\\~_' \\ S.o.IC>Of. \\Sd'lodl.

RuN* 23 lll'i-tzz.-r lso',oo1/so

  • mr, Rurv-ZLI !Ul-tZf.z' { 5 o*Joo!./So' JOoY.

MP-104-Boxes 9 and 10 MP-104-Boxes 11 and 12 Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-59 of 706 P-.J.i\\Fl..<A ll\\2.i-147i 56toof.

RIJN-2.'\\ 14

-ISz:z.Jso ~rxr./s.o '~

Rol\\\\_.5J rs1*L-6f'i/so'loo;./5.o ro1.

~

d C/o 0

0

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~

u

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~

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a me BECHTEL NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee GEOTECHNICAL BORING LOG Prepared By: MBL Date: 3/5/14 COUNTY: Roane, TN Checked By: JCM Date: 3/5/14 SHEET 1 OF 1 I GEOLOGIST: K. Lloyd DRILLER: L. Carter/J. Rosser Boring Orientation BORING NO.:

MP-105 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-750X (P)

Inclination: Vertical GROUND ELEV.:

800.2 ft (NAVD88) NORTHING:

570,210 US ft (NAD83) EASTING: 2,448,344 US ft (NAD83)

Azimuth:

NA TOTAL DEPTH:

195.2 ft I SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I ROD TYPE: AWJ I HAMMER (ID):140-Ib Auto (323438)

DATE STARTED: 8/7/13 I COMPLETED: 8/171131 HOLE DIA.: 4" I CASING DEPTH: 19.5 ft I CORE SIZE:HQ3/NQ~ BITS USED: 4" Roller Cone ELEV. DEPTH BLOW COUNT (ft)

(ft) 0.5ft 0.5ft 0.5ft 0

20 800.2 tsUU.L u.u 20 31 27 796.7 3.5 3

2 3

794.5 5.7 5

15 19 791.7 8.5 16 40 50/0.1 BLOWS PER FOOT 40 60 80 Ground Surface 8*

50/0.

SAMP.

L 0

100 NO.

G SS-1 800.2 SOIL DESCRIPTION AND REMARKS FILL: Gravelly SILT (ML), reddish brown (5YR 4/3) and grayish brown (1 OYR 5/2), hard, dry, non-plastic fines, little fine to coarse subangular gravel, little fine to coarse sand, 0.0 J-9u_!~~ ~c~~c~~ ______________ _ 3Q

~~ FILL: FAT CLAY (CH), strong brown (7.5YR 5/6), medium ss-2

~~

stiff, moist, high plasticity fines, trace fine to coarse 1-----l'J~I-'-'79~ subangular gravel, trace coarse sand, no HCI reaction.--5Q SS3

~~--

i~~-~~fL ________________ j RESIDUAL SOIL: Gravelly FAT CLAY (CH), light yellowish

~

brown (2.5Y 6/4 ), hard, moist, high plasticity fines, some fine to coarse subangular gravel, trace to few coarse sand, f---;o~~~

strong HCI reaction (PP=2.0-2.25 tsf)

SS-4

~f:i'90.7 9.5

~ f7-o WEATHERED ROCK: LIMESTONE

~ 789.4 Advance casing and begin rock coring at 10.8 feet.

~

1-1-

1-1-

1-1-

1-Soil drilling halted. Log continues on geotechnical coring log Observed water levels:

13.1 ft bgs, AM 8/8/13 10.8 ft bgs, AM 8/13/13 11.2 ft bgs, AM 8/14/13 11.6 ft bgs, AM 8/15/13 11.3 ft bgs, AM 8/16/13 UL-----L---~~--~----~--~~------------------------------~--~--~--------------------------------------------..J Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-60 of 706

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