ML19030A505

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Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix B.1 - Pages 101-108
ML19030A505
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: ML19030A505 (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: M. Flanik SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: J. Landeros/N. Molinalara Boring Orientation BORING NO.:

MP-110 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-550X (P)

Inclination: Vertical GROUND ELEV.:

798.7 ft (NAVD88) NORTHING:

570,191 US ft (NAD83) EASTING: 2,448,403 US ft (NAD83) Azimuth:

NA TOTAL DEPTH:

174.0 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (I D): 140-lb Auto (337153)

DATE STARTED:

6/25/13 COMPLETED: 7/3/13 I CASING DEPTH: 19.9 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 @ 20.9 ft 777.8 20.9 3.1 10:57 (3.1)

(0.0)

Run 1

~

.0 LIMESTONE (MICRITE,WACKESTONE), gray (10YR 5/1 to N 6/), medium strong to 8:45 100%

0%

strong, very thinly to moderately bedded, locally nodular, slightly weathered to fresh, fossiliferous, interbedded with little to some laminated to thin Calcareous SILTSTONE, 6:29 greenish gray (10Y 5/1), wispy/wavy to irregular and diffuse bedding; slight bioturbation, 774.7 24.0 5.0 0:25/0.1 (5.0)

(2.7)

Run 2 trace calcite filled burrows, pits and vugs (separate/non-touching), strong HCI reaction 5:58 100% 54%

(Benbolt Formation-Unit E) 5:18 20.9-34.0ft: J, 45-60°, VT, A-B,11-111, spaced at 1.0' 7:21 20.9-22.9ft: FZ, 10-45°, PR-SR, 0-PO, B-C, IV 7:13 23.2-23.7ft: FZ, 10-35°, PO, C, IV 24.4,24.8,24.9ft: BJ, 30°, SR, PO, D, IV 769.7 29.0 11:08 25.3-25.8ft: FZ, 5-45°, PS, B-C, IV 25.5-25.8ft: J, 80°, VT, A, I, with calcite 5.0 7:22 (5.0)

(1.7)

Run 3

~

26.2,26.6,27.5,27.7ft: BJ, 30-40°, PS, T-PO, B, II 8:22 100% 34%

28.3-28.9ft: FZ, 5-45°, PR-SR, B-C, T-PO, IV 4:57 29.0-29.5ft: FZ, 10-45, SR-PR, 0, B, Ill 29.8-30.7ft: FZ, 30°, PS, T-PO, B, Ill 4:39 31.6,31.8ft: BJ, 30°, PS, T-PO, B, Ill 764.7 34.0 4:33 32.2-32.6,33.3-33.9ft: FZ, 30-45°, T-PO, B-C, III-IV, spaced at about 0.1-0.2' 5.0 6:16 (5.0)

(4.4)

Run 4

~

35.8,36.0,36.3ft: BJ, 30°, PR, T-PO, B, II 4:05 100% 88%

38.7ft: J, 25°, PR, PO, B, II 4:47 4:34 759.7 39.0 4:35 5.0 6:54 (5.0)

(3.1)

Run 5

~

39.8,39.9,40.1,40.4,40.7ft: BJ, 30°, PS, T-PO, B, II 8:45 100% 62%

41.0ft: FZ, 5-20°, SS-PS, 0, B, II 41.4,41.7,42.0ft: J, 5-10°, PS, B, II 8:41 42.9ft: BJ, 30°, PR, C, II 4:19 754.7 44.0 3:07 5.0 3:37 (5.0)

(4.3)

Run 6

~

44.2ft: BJ, 30°, PR, P0-0, B, II 3:45 100% 86%

45.2-45.4ft: J, 60°, VT, A, I, with calcite 48.5ft: BJ, 30°, US, T, B, II 2:50 48.7ft: J, 60°, SR, T-PO, B, II 2:48 749.7 49.0 3:10 5.0 3:15 (5.0)

(4.8)

Run 7

~

49.0ft: J, 40°, PR, T-PO, C, II, with calcite 3:56 100% 96%

50.2ft: BJ, 30°, PR, T-PO, B, II 53.4,53.5ft: BJ, 30°, PR, PO, B-C, IV 2:46 2:45 744.7 54.0 3:55 5.0 3:50 (5.0)

(4.7)

Run 8 ;

58. 1ft: BJ, 20°, PS, PO, C, II 2:12 100% 94%

58.7,58.9ft: BJ, 25°, SR, B, II 2:05 L2-1 1:55 739.7 59.0 1:59 5.0 2:29 (5.0)

(5.0)

Run 9 60.3ft: BJ, 30°, PR, T-PO, B, II 2:39 100% 100%

61.6ft: BJ, 30°, PL-PR, C, Ill 2:42 3:13 734.7 64.0 2:58 5.0 3:06 (5.0)

(5.0)

Run 10

~

66.2ft: J, 10-20°, PS, PO, B, II 1:57 100% 100%

64.5ft: BJ, 30°, PS, T-PO, B, II 1:32 1:35 729.7 69.0 1:37 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-101 of706 LU.:

GEOTECHNICAL CORING LOG a me SHEET 2 OF 4 BECHTEL PROJECT NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 COUNTY: Roane, TN I GEOLOGIST: M. Flanik SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: J. Landeros/N. Molinalara Boring Orientation BORING NO.:

MP-110 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-550X (P)

Inclination: Vertical GROUND ELEV.:

798.7 ft (NAVD88) NORTHING:

570,191 US ft (NAD83) EASTING: 2,448,403 US ft (NAD83) Azimuth:

NA TOTAL DEPTH:

174.0 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (I D): 140-lb Auto (337153)

DATE STARTED:

6/25/13 COMPLETED: 7/3/13 I CASING DEPTH: 19.9 ft CORE BARREL TYPE: HQ3/Diamond Impregnated core bits ELEV.

(ft) 724.7 719.7 714.7 709.7 707.3 704.7 699.7 694.7 689.7 684.7 DRILL RUN L

DEPTH RUN RATE REC.

ROD SAMP.

0 (ft)

(ft)

(Min/ft)

(It)

(It)

NO.

G 5.0 2:19 (5.0)

(5.0)

~

1:54 100% 100%

3:00 2:21 74.0 3:25 5.0 5:27 (5.0)

(4.1)

Run 12 3:33 100% 82%

3:21 6:18 L2-2 79.0 6:35 5.0 6:48 (5.0)

(4.3)

Run 13 7:12 100% 86%

4:53 3:08 84.0 2:43 5.0 2:38 (5.0)

(5.0)

Run 14

~

2:05 100% 100%

2:20 2:22 89.0 2:24 2.4 2:28 (2.4)

(1.2)

Run 15

~

4:35 100% 50%

91.4 12:00/0.4 2.6 4:27/0.6 (2.6)

(2.6)

Run 16

~

5:28 100% 100%

94.0 6:46 5.0 4:47 (5.0)

(5.0)

Run 17 4:38 100% 100%

3:35 4:35 99.0 4:59 5.0 8:45 (5.0)

(4.5)

Run 18

~

5:19 100% 90%

3:38 4:13 104.0 4:09 5.0 5:03 (5.0)

(5.0)

Run 19

~

5:09 100% 100%

5:47 4:50 109.0 3:00 5.0 3:10 (5.0)

(5.0)

Run 20

~

1:48 100% 100%

2:00 1:51 114.0 2:20 5.0 3:03 (5.0)

(5.0)

Run 21

~

1:37 100% 100%

1:57 1:59 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-102 of 706 ROCK DESCRIPTION AND REMARKS Continued from previous page LIMESTONE (MICRITE,WACKESTONE), gray (10YR 5/1 to N 6/), medium strong to strong, very thinly to moderately bedded, locally nodular, slightly weathered to fresh, fossiliferous, interbedded with little to some laminated to thin Calcareous SILTSTONE, greenish gray (10Y 5/1), wispy/wavy to irregular and diffuse bedding; slight bioturbation, trace calcite filled burrows, pits and vugs (separate/non-touching), strong HCI reaction (Benbolt Formation-Unit E) (continued) 72.3ft: BJ, 30°, PR, PO, B, II 73.3ft: BJ, 30°, SR, 0, C, II 74.5ft: FZ, 30° and 45°, SR, PO, B, II 78.4,78.6,78.7,78.9,79.0,79.1ft: BJ, 30-35°, PR, T-PO, B, II 79.2ft: BJ, 30°, PR, PO,B, II 80.6,80.9,81.1ft: BJ, 25-30°, PR, T-PO, B-C, II 90.2-91.4ft: FZ, 30° and 90°, PR-UR, P0-0, B, II 94.6,95.8ft: BJ, 35°, PR, T, B, II 99.4ft: BJ, 30°, PR, PO, B, II 100.1-100.2ft: BJ, 30°, PS, T-PO, B, II 118.3ft: J, 15°, PS, T, B, II 680.7 118.0

GEOTECHNICAL CORING LOG a me SHEET 3 OF 4 BECHTEL PROJECT NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 COUNTY: Roane, TN I GEOLOGIST: M. Flanik SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: J. Landeros/N. Molinalara Boring Orientation BORING NO.:

MP-110 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-550X (P)

Inclination: Vertical GROUND ELEV.:

798.7 ft (NAVD88) NORTHING:

570,191 US ft (NAD83) EASTING: 2,448,403 US ft (NAD83) Azimuth:

NA TOTAL DEPTH:

174.0 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (I D): 140-lb Auto (337153)

DATE STARTED:

6/25/13 COMPLETED: 7/3/13 I CASING DEPTH: 19.9 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 679.7 119.0 4:29 CALCAREOUS SILTSTONE, dark greenish gray (10Y 4/1), weak to medium strong, 5.0 4:28 (5.0)

(5.0)

Run 22 laminated to very thinly bedded, fresh, interbedded with trace to few laminated to very thin L2-3 LIMESTONE (MICRITE),

(N 5/), amorphous and diffuse to planar beds; slight 100% 100%

gray 2:47 bioturbation, trace calcite filled pits and burrows, strong HCI reaction (continued) 120.9ft: J, 30°, PS, T-PO, A, II 5:04 4:35 3:38 674.7 124.0 5.0 5:12 (5.0)

(5.0)

Run 23 100% 100%

2:39 672.6 126.1 2:55

~

LIMESTONE (MICRITE/WACKESTONE), gray (N 6/), strong, mostly very thinly to thinly 2:38 bedded, few moderate beds, slightly nodular, fresh, fossiliferous, interbedded with little 2:54 laminated to very thin Calcareous SILTSTONE, dark greenish gray (10Y 4/1), wavy and 669.7 129.0 irregular to diffuse bedding; slight bioturbation, trace calcite filled pits and burrows, strong HCI 5.0 3:44 (5.0)

(5.0)

Run 24 D

reaction 2:27 100% 100%

127.1ft: BJ, 30°, PS, PO, B, II 131.6ft: BJ, 30°, US, PO, B, Ill 2:14 132.2-132.8ft: J, 60°, VT, A, I, with calcite and spaced at about 0.1' 2:00

_@51_---------------------------------- __ 1:3}.0 664.7 134.0 3:25 CALCAREOUS SILTSTONE, dark greenish gray (10Y 4/1), weak to medium strong, 5.0 4:57 (5.0)

(5.0)

Run 25 laminated to very thinly bedded, locally with moderately bedded appearance, fresh, interbedded with few to little laminated to thin LIMESTONE (MICRITE/WACKESTONE), gray 100% 100%

5:15 (N 5/-N 6/), amorphous and diffuse to irregular and nodular bedding; slight bioturbation, trace pyrite along laminations, trace calcite filled pits and burrows, strong HCI reaction 4:51 133.2ft: BJ, 30°, PS, T-P0-0, C, II 4:52 134.2ft SH, 30°, PL, VT, C, II, mechanical break 4:26 659.7 139.0 5.0 6:26 (5.0)

(5.0)

Run 26 141.9,143.5ft: J, 45°, VT, A, I 100% 100%

4:18 3:30 4:19 3:20 654.7 144.0 5.0 3:26 (5.0)

(5.0)

Run 27 100% 100%

4:30 3:44 3:20 3:11 649.7 149.0 5.0 9:32 (5.0)

(4.9)

Run 28 150.0-151.1ft: BJ, 30°, PS, PO, F, IV 100% 98%

151.5ft: FZ, 30°, PS, PO, D, IV, mechanically broken 6:09 6:13 6:56 6:31 644.7 154.0 5.0 5:25 (5.0)

(5.0)

Run 29 100% 100%

3:37 5:54

- _13+/-.11_---------------------------------- __ 1§"7.4 9:00

~

LIMESTONE (MICRITE/WACKESTONE), gray (N 6/), strong, very thinly to thinly bedded, 639.7 159.0 10:15 locally nodular, fresh, fossiliferous, interbedded with little laminated to very thin Calcareous 5.0 6:55 (5.0)

(4.3)

Run 30 :

SILTSTONE, dark greenish gray (10Y 4/1), wavy and irregular to diffuse bedding; slight 4:23 100% 86%

bioturbation, trace calcite filled pits and burrows, strong HCI reaction 157.9ft: J, 45°, UR, T, B, II 6:17 157.9-158.8ft: J, 45°, VT, A, I 7:34 159.5ft: J, 10°, UR, T, B, II L2-4 161.1ft: J, 50°, US, T-PO, C, IV 634.7 164.0 5:23 161.6,162.0,162.1,162.3,162.7ft: BJ, 25-30°, T-PO, B, II 5.0 6:09 (4.8)

(4.8)

Run 31

~

7:08 96%

96%

6:33 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-103 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: M. Flanik SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: J. Landeros/N. Molinalara Boring Orientation BORING NO.:

MP-110 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-550X (P)

Inclination: Vertical GROUND ELEV.:

798.7 ft (NAVD88) NORTHING:

570,191 US ft (NAD83) EASTING: 2,448,403 US ft (NAD83) Azimuth:

NA TOTAL DEPTH:

174.0 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (I D): 140-lb Auto (337153)

DATE STARTED:

6/25/13 COMPLETED: 7/3/13 I CASING DEPTH: 19.9 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 5:07

~-

LIMESTONE (MICRITE/WACKESTONE), gray (N 6/), strong, very thinly to thinly bedded, 5:29 locally nodular, fresh, fossiliferous, interbedded with little laminated to very thin Calcareous 629.7 169.0 SILTSTONE, dark greenish gray (10Y 4/1), wavy and irregular to diffuse bedding; slight 5.0 4:57 (4.9)

(4.8)

Run 32

~

bioturbation, trace calcite filled pits and burrows, strong HCI reaction (continued) 6:18 98%

96%

173.1-173.2ft: FZ, 5-70°, UR, F, IV 6:45 7:41 624.7 174.0 5:37

-624.7 Boring and coring terminated at 174.0 feet.

Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-104 of 706 174.0

MP-110- Boxes 1 and 2 AMEC P/lOJECT (iri(iR f3 11172 BORING 1"'~/t't:'

BOX_I _

DEf7TH_:E3_ (ft/TO __

._!?_!"!

EC PROJECT 646813 1072 flrlf-110 BOX d-_

S'4.G (II) TO 1.(<~ 0 (U)

MP-110- Boxes 3 and 4 Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-105 of 706 S

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AMEC I'IWJECT G' fill13 1r!72..,,,\\*'

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C~CH I?IVEI? Sill/? PIWJfCT AMEC PIWJECT 64Ci113 11172

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t2ci'1H I04 u rt J 11, CLINCH I?JVEI? SMI? I'IWJECT AMEC 1'/WJECT 6461113 11l72

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1/'l-.\\---

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Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-106 of 706

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MP-110- Boxes 9 and 10 MP-110- Box 11 CLINCH /~JVEI? SMR 1'/WJECT AMEC 1'/WJECT fJ<IfiiJ lJ 11'72 Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-107 of 706 RUN INTERVAL lfl).R~JJI*.::.!~ LJ91 l (It\\ - ("l

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

MP-111 DRILL METHOD: Mud Rotary/Core 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: M. Flanik DRILLER: J. Landeros/N. Molinalara Boring Orientation DRILL MACHINE: CME-550X (P)

Inclination: Vertical GROUND ELEV.:

801.1 ft (NAVD88) NORTHING:

570,329 US ft (NAD83) EASTING: 2,448,345 US ft (NAD83)

Azimuth:

NA TOTAL DEPTH:

173.9 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 (337153)

DATE STARTED: 7/20/13 I COMPLETED: 7/23/131 HOLE DIA.: 4" I CASING DEPTH: 40.9 ft I CORE SIZE:HQ3 I BITS USED: 4" Roller Cone ELEV.

(ft) 801.1 tsU"I."I 797.5 795.5 792.6 790.5 787.3 782.0 777.3 772.0 767.5 DEPTH BLOW COUNT BLOWS PER FOOT (ft) 0.5ft 0.5ft 0.5ft 0

20 40 60 80 100 Ground Surface u.u 5

4 4

  • ta.

3.6 2

2 4

5.6

~ 6_

3 4

4

_jtB.

8.5 WOH 3

3

~6 10.6 2

2 6

_,8.

13.8 2-1--1-.0.

19.1 2

3 2

5" 23.8 2

2 3

5 29.1 2

3 5

  • ~..*...*.. ~..*...*...*. :..*..*...*..*...*..*.. >;,~,.

33.6 6

13 50/0.1

<<nl Na Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-108 of 706 SAMP.

L 0

SOIL DESCRIPTION AND REMARKS NO.

G 801.1 0.0 SS-1

~

FILL: Gravelly LEAN CLAY with Sand (CL), weak red (7.5R I-5/4), medium stiff, moist, low plasticity fines, little fine to

~

coarse angular gravel, little medium to coarse sand, trace 798_1 organics, strong HCI reaction 3_0

ss:2 F---FiLL:FATCLAY wiih Gravei(CH), reddiSh yeiiOw(7:-svR_.,..

~

6/5) and gray (7.5YR 6/1), medium stiff, moist, moderate to rr_95 6 high plasticity fines, little fine to coarse subrounded to 55 SS-3

~

--'>._angular gravel, few medium to coarse sand, no HCI reaction J_.,..

1-Fill: GravellY FA TCLA Y (CH), browniSflyeiiow (16YR678),

medium stiff, moist, high plasticity fines, some fine to coarse

~93.1 subangular to angular gravel, few medium to coarse sand, _8Q

~ \\trace organics, no HCI reaction I

"F1U.:FA"fci:A v Wiill Gravel(c"H)-:-r8ddisllgray(1oR-s71)

~

and red (10R 5/8) to weak red (5R 4/3), medium stiff to soft,

ss:s moist, high plasticity fines, little fine to coarse subangular to

~

1-angular gravel, trace medium to coarse sand, weak HCI reaction SS-6

~

~85.1 16Q RESIDUAL SOIL: FAT CLAY (CH), weak red (5R 4/2) to

~

reddish brown (2.5YR 5/3) and weak red (2.5YR 5/2),

medium stiff, moist, high plasticity fines, few fine to coarse

~

subangular to angular gravel, few medium sand, trace SS-7 decomposed organics, no to weak HCI reaction

~

I-

ss:s-

~

~

1-

~

ss:s-

~

I-769.1 32.0 F---RESIDUAL soil: cLA' YEYGRA vEL. With sand (GC), bluiSh--=

gray (58 5/1), medium to very dense, moist, fine to coarse SS-10 ~

angular gravel, some medium to coarse sand, little moderate 766.4 plasticity fines, strong HCI reaction 34.7 Soil drilling halted. Log continues on geotechnical coring log I-Observed water levels:

15.8 ft bgs, AM 7/21113 12.6 ft bgs, AM 7/22/13 12.6 ft bgs, AM 7/23/13 1-I-

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