ML19030A640

From kanterella
Jump to navigation Jump to search
Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix B.1 - Pages 648-656
ML19030A640
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: ML19030A640 (9)
v • d • e


Text

ame GEOTECHNICAL BORING LOG Prepared By: MBL Date: 3/5/14 Checked By: JCM Date: 3/5/14 SHEET 1 OF 1 BECHTEL NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 COUNTY: Roane, TN I GEOLOGIST: N. Smith SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: G. Bilbrey/J. Walker Boring Orientation BORING NO.: MP-425 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-75 (TSD) Inclination: 29° GROUND ELEV.: 811.9 ft (NAVD88) NORTHING: 570,815 US ft (NAD83) EASTING: 2,448,200 US ft (NAD83) Azimuth: N 49° E TOTAL DEPTH: 272.9 ft ISAMPLE METHODS: ASTM D 2488-09a; 2113-08; 6032-08 IROD TYPE: AWJ IHAMMER (ID):NA-Sampler pushed DATE STARTED: 7/11/13 I COMPLETED: 7/21/131 HOLE DIA.: 4" ICASING DEPTH: 6.4 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 u.u NA NA NA Ground Surface SS-1 m

~

FILL: LEAN CLAY (CL), red (2.5YR 4/6), dusky red (2.5YR 3/2), dark reddish gray (2.5YR 4/1 ), and strong brown (7.5YR 0.0 1.5 NA NA NA ~~ 5/6), mottled, moist, moderate plasticity fines, trace fine

_ ~ gravel, few to trace organics/roots, no HCI reaction

~~-WEATHERED

~ at6.2feet ROCK LIMESTONE, notsampled;"6it refusa-l_ §.

3

~ 6.2 Soil drilling halted. Log continues on geotechnical coring log NOTE: Elevations not shown. Depths indicated on log are lengths measured along plunge of boring from ground surface.

Observed water levels:

8.6 ft bgs, AM 7/16/13 12.0 ft bgs, AM 7/17113 12.8 ft bgs, AM 7/18/13 10.5 ft bgs, AM 7/19/13 12.2 ft bgs, AM 7/20/13 10.6 ft bgs, AM 7/21113 d

~

C/o 0

0 g""'

0""

~

u""'

g""'

~

~

~

~

0

~

""'u~--~----~----~--~----~----------------------------~----~~------------------------------------------~

Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-648 of 706

ame GEOTECHNICAL CORING LOG Prepared By: MBL Date: 3/5/14 Checked By: JCM Date: 3/5/14 SHEET 1 OF 6 BECHTEL PROJECT NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 COUNTY: Roane, TN I GEOLOGIST: N. Smith SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: G. Bilbrey/J. Walker Boring Orientation BORING NO.: MP-425 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-75 (TSD) Inclination: 29° GROUND ELEV.: 811.9 ft (NAVD88) NORTHING: 570,815 US ft (NAD83) EASTING: 2,448,200 US ft (NAD83) Azimuth: N 49° E TOTAL DEPTH: 272.9 ft SAMPLE METHODS: ASTM D 2488-09a; 2113-08; 6032-08 I HAMMER (ID): NA-Sampler pushed DATE STARTED: 7/11/13 COMPLETED: 7/21/13 ICASING DEPTH: 6.4 ft CORE BARREL TYPE: HQ3/Diamond Impregnated core bits DRILL RUN L ELEV. DEPTH RUN REC. ROD SAMP.

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

(Min/ft)  %  % G Begin Coring @ 6.2 ft 6.2 1.7 3:56 (1.7) (1.7) Run 1 LIMESTONE (WACKESTONE/MICRITE), gray (N 6/ to N 5/) and bluish gray (5PB 5/1 ), 0.

7.9 5.0 7:25/0.7 2:40 100% 100%

(5.0) (5.0) Run 2

~ strong, laminated to moderately bedded, fresh, fossiliferous, interbedded with little to some, laminated to thin Calcareous SILTSTONE, very dark gray (N 3/), wispy/wavy to irregular and diffuse bedding; slight bioturbation, trace calcite filled pits, trace pyrite, strong HCI 2:25 100% 100%

reaction (Rockdell Formation-Unit C) 2:19 2:29 2:57 12.9 5.0 2:53 (5.0) (4.8) Run 3 13.0ft: J, 60°, SR, 0-PO, B-C,11-111 2:10 100% 96% 16.9ft: J, 70°, UR, B, T, II, with calcite 2:12 2:11 2:14 17.9 5.0 2:26 (5.0) (5.0) Run 4 20.1ft: J, 70°, PR, T, B, II, with calcite 2:09 100% 100%

2:18 3:13 3:02 22.9 5.0 2:28 (5.0) (4.7) Run 5 27.0-27.3ft: FZ, 30°, SR-SL, T-PO, C, II, with calcite 1:58 100% 94% 27.0,27.3ft: BJ, 30°, PR, PO, C, II 2:30 2:13 3:00 27.9 5.0 2:33 (5.0) (5.0) Run 6 29.1ft: J, 80°, UR-US, VT-T, A-B, I-ll, partially healed with trace calcite 2:33 100% 100%

2:04 2:18 2:30 32.9 5.0 1:58 (5.0) (4.8) Run 7 35.7,35.8,35.9ft: BJ, 30°, PR, T-PO, A-B, II 1:53 100% 96%

1:42 36.0 2:17 - - - -LiMESTONC{PACkSTONER3RAINSTONE) with tew-(WACKESTONE/MICRiTET, gray (N---

2:20 6/-N 5/), strong, thinly to thickly bedded, locally laminated, fresh, fossiliferous, stylolitic, 37.9 interbedded with trace to few, laminated to very thin Calcareous SILTSTONE, very dark gray 5.0 2:37 (5.0) (4.9) Run 8

~

(N 3/), wispy/wavy to irregular and diffuse bedding; locally nodular, slight bioturbation, trace 2:33 100% 98% calcite filled pits, strong HCI reaction 37.4ft: J, 50°, PR, T, B, II, with calcite 2:08 38.8,39.2,41.9,42.0ft: BJ, 30°, PR, T-PO, B-C, II 2:15 2:33 42.9 5.0 1:55 (5.0) (5.0) Run 9 47.6ft: J, 45°, PR, T-PO, B-C, II, with calcite

~

2:07 100% 100%

2:09 2:07 2:24 47.9 5.0 2:01 (5.0) (4.7) Run 10 48.8,49.1ft: SH, 50°, SL-PL, T, B, II, with calcite

~

2:01 100% 94% 51.2,52.3ft: BJ, 30°, PS-PR, T-PO, B-C, II 2:19 2:38 2:32 52.9 5.0 2:12 (5.0) (4.6) Run 11 54.5-54.9ft: FZ, 30°, PS-PR, T, B, II, with calcite 2:24 100% 92%

~ 53.4,54.9ft: J, 50°, PR, T-PO, C, II, with calcite Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-649 of 706

ame GEOTECHNICAL CORING LOG SHEET 2 OF 6 BECHTEL PROJECT NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 COUNTY: Roane, TN I GEOLOGIST: N. Smith SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: G. Bilbrey/J. Walker Boring Orientation BORING NO.: MP-425 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-75 (TSD) Inclination: 29° GROUND ELEV.: 811.9 ft (NAVD88) NORTHING: 570,815 US ft (NAD83) EASTING: 2,448,200 US ft (NAD83) Azimuth: N 49° E TOTAL DEPTH: 272.9 ft SAMPLE METHODS: ASTM D 2488-09a; 2113-08; 6032-08 I HAMMER (ID): NA-Sampler pushed DATE STARTED: 7/11/13 COMPLETED: 7/21/13 ICASING DEPTH: 6.4 ft CORE BARREL TYPE: HQ3/Diamond Impregnated core bits DRILL RUN L ELEV. DEPTH RUN REC. ROD SAMP.

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

(Min/ft)  %  % G Continued from previous page 2:20 2:39

~

3:50 ---------------------------------------~1 57.9 LIMESTONE (WACKESTONE/MICRITE), gray (N 5/) and bluish gray (5PB 5/1), medium 5.0 1:46 (5.0) (5.0) Run 12 strong to strong, laminated to thinly bedded, fresh, fossiliferous, interbedded with some, 100% 100% laminated to thin Calcareous SILTSTONE, very dark gray (N 3/), wavy/wispy to irregular and 1:43 diffuse bedding; locally nodular, slight to moderate bioturbation, trace calcite filled pits, strong 1:34 HCI reaction 1:54 1:49 62.9 5.0 2:05 (5.0) (5.0) Run 13 1:50 100% 100%

2:06 2:07 2:23 67.9 5.0 1:55 (5.0) (5.0) 67.9ft: J, 50°, PR, T, B, II, with calcite

~

Run 14 2:07 100% 100% 69.5ft: J, 50°, PR, VT, A, I 1:25 1:51 2:10 72.9 5.0 1:42 (5.0) (5.0) Run 15

~

1:59 100% 100%

~

LIMESTONE (MICRITE), gray (N 6/), strong, laminated to thinly bedded and nodular, fresh, 1:55 interbedded with little, laminated to very thin Calcareous SILTSTONE, dark greenish gray 1:54 (1 OGY 4/1 ), mostly as wispy, irregular and diffuse partings; trace fossils, strong HCI reaction 2:46 77.9 5.0 1:54 (5.0) (5.0) Run 16 77.2ft: SH, 40°, PL, VT, A, II, with calcite

=

1:49 100% 100% 80.1ft: J, 30°, PR, T-PO, B, II, with calcite 1:58 1:43 81.8 1:56 -

- -* CALCAREOUS SILTSTONE, olive gray (5Y 4/2) to very dark gray (N 3/, 5Y 3/1) and dark 82.9 greenish gray (10GY 4/1), with trace dusky red (10R 3/2), strong, laminated to thinly 5.0 1:54 (5.0) (5.0) Run 17 -

bedded, fresh, interbedded with little to some, laminated to thin LIMESTONE (MICRITE),

1:57 100% 100% -*

gray (N 6/-N 5/), mostly planar to amorphous and diffuse bedding; slight to moderate 2:03 -

bioturbation, strong HCI reaction (Lincolnshire Formation-Fieanor Member-Unit B) 1:59 -

2:16 -*

87.9 *-

5.0 2:10 (5.0) (5.0) Run 18 -

1:54 100% 100% -*

1:50 -

1:54 -

1:58 -*

92.9 5.0 1:37 (5.0) (5.0) Run 19 -

  • - 94.7, 96.7ft: J, 45-50°, PR, T, B, II, with calcite 1:53 100% 100% -

2:00 -

2:00 -*

2:20 -

97.9 -

97.9 5.0 2:35 (5.0) (5.0) Run 20 -*

  • - CALCAREOUS SILTSTONE, dusky red (10R 3/2), with trace dark greenish gray (10Y 4/1, 1:55 100% 100% -
  • - 10GY 4/1), strong, laminated to thinly bedded, locally with moderately to thickly bedded appearance, fresh, interbedded with few to little, laminated to thin LIMESTONE 2:09 -*
  • - (MICRITE/WACKESTONE), gray (N 6/-N 5/) and greenish gray (5GY 5/1) to dark gray (N 4/)

2:43

- -* and dark reddish gray (10R 4/1), mostly planar to amorphous and diffuse bedding; moderate

  • - to strong bioturbation, trace calcite filled pits and burrows, locally with trace fossils, strong HCI 3:15 -
  • - reaction 102.9 -

Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-650 of 706

ame GEOTECHNICAL CORING LOG SHEET 3 OF 6 BECHTEL PROJECT NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 COUNTY: Roane, TN I GEOLOGIST: N. Smith SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: G. Bilbrey/J. Walker Boring Orientation BORING NO.: MP-425 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-75 (TSD) Inclination: 29° GROUND ELEV.: 811.9 ft (NAVD88) NORTHING: 570,815 US ft (NAD83) EASTING: 2,448,200 US ft (NAD83) Azimuth: N 49° E TOTAL DEPTH: 272.9 ft SAMPLE METHODS: ASTM D 2488-09a; 2113-08; 6032-08 I HAMMER (ID): NA-Sampler pushed DATE STARTED: 7/11/13 COMPLETED: 7/21/13 ICASING DEPTH: 6.4 ft CORE BARREL TYPE: HQ3/Diamond Impregnated core bits DRILL RUN L ELEV. DEPTH RUN REC. ROD SAMP.

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

(Min/ft)  %  % G Continued from previous page 5.0 (5.0) (5.0) -

CALCAREOUS SILTSTONE, dusky red (10R 3/2), with trace dark greenish gray (10Y 4/1, 2:10 100% 100% -

10GY 4/1), strong, laminated to thinly bedded, locally with moderately to thickly bedded 2:11 -

appearance, fresh, interbedded with few to little, laminated to thin LIMESTONE

- (MICRITE/WACKESTONE), gray (N 6/-N 5/) and greenish gray (5GY 5/1) to dark gray (N 4/)

2:00 -

and dark reddish gray (10R 4/1), mostly planar to amorphous and diffuse bedding; moderate 2:47 -

to strong bioturbation, trace calcite filled pits and burrows, locally with trace fossils, strong HCI 107.9 -

5.0 2:25 (5.0) (5.0) Run 22 *-

reaction (continued)

  • - 98.7,100.0,100.5ft: J, 50-60°, PR, VT-T, A-B, 1-11, with trace calcite 2:11 100% 100% -

100.2ft: BJ, 40°, PS, T, A, I 2:25

  • - 100.2ft: SH, 40°, PL, T, B, II
  • - 109.5,110.8ft: SH, 40°, PL, T, A-B, 1-11, with trace calcite 2:40 -
  • - 110.6ft: J, 50°, PR, T-VT, B, II, with calcite 2:43 -

112.9 -

5.0 2:05 (5.0) (5.0) Run 23 -

2:11 100% 100% -

2:14 -

2:22 -

2:28 -

117.9 *-

5.0 2:19 (5.0) (5.0) Run 24 -

- 118.7ft: BJ, 40°, PS, T, B, II 119.2ft: SH, 40°, PL, T, B, II, with calcite 2:23 100% 100% -

2:14 - -*

2:40 -

2:16 122.9 1.8 3:46 (1.8) (1.8) Run 25 -

123.0ft: J, 45°, PR, T, B, II 1:50/0.8 100% 100% *-

124.7 -

3.2 2:26/0.2 (3.2) (3.2) Run 26 -

3:37 100% 100% -*

3:13 -

2:55 -

127.9 -*

5.0 3:11 (5.0) (5.0) Run 27 -

128.4,129.1ft: SH, 40°, PL, VT-T, B, II, with trace calcite 3:19 100% 100% -

- 129.7ft: J, 60°, PR-SR, T, B, II, with trace calcite 2:42 -

2:44 -

3:14 -

132.9 -*

5.0 2:55 (5.0) (5.0) Run 28 -

  • - 134.9ft: J, 60°, PR-SR, VT, A, I 2:42 100% 100% - -*

2:38 -

2:57 -*

2:57 -

137.9 5.0 3:30 (5.0) (5.0) Run 29

  • - 142.5ft: J, 60-70°, SR, VT, A, I, with trace calcite 2:37 100% 100% -

3:11 -

2:52 -*

2:51 -

142.9 -*

2.1 2:54 (2.1) (2.1) Run 30 2:21 100% 100% -

145.0 2.9 0:25/0.1 (2.9) (2.9) Run 31 - 146.7ft: SH, 40°, PL, T, B, II, with trace calcite 4:58/0.9 100% 100% -

- 147.3ft: J, 60°, SR, T-PO, B, II 4:31 -*

4:39 -

147.9 *-

5.0 2:33 (5.0) (5.0) Run 32 -*

  • - 150.1,152.2ft: J, 60°, SR, T, B, II 2:46 100% 100% -

2:39 -*

2:47 -

Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-651 of 706

ame GEOTECHNICAL CORING LOG SHEET 4 OF 6 BECHTEL PROJECT NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 COUNTY: Roane, TN I GEOLOGIST: N. Smith SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: G. Bilbrey/J. Walker Boring Orientation BORING NO.: MP-425 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-75 (TSD) Inclination: 29° GROUND ELEV.: 811.9 ft (NAVD88) NORTHING: 570,815 US ft (NAD83) EASTING: 2,448,200 US ft (NAD83) Azimuth: N 49° E TOTAL DEPTH: 272.9 ft SAMPLE METHODS: ASTM D 2488-09a; 2113-08; 6032-08 I HAMMER (ID): NA-Sampler pushed DATE STARTED: 7/11/13 COMPLETED: 7/21/13 ICASING DEPTH: 6.4 ft CORE BARREL TYPE: HQ3/Diamond Impregnated core bits DRILL RUN L ELEV. DEPTH RUN REC. ROD SAMP.

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

(Min/ft)  %  % G Continued from previous page 152.9 2:45 -

CALCAREOUS SILTSTONE, dusky red (10R 3/2), with trace dark greenish gray (10Y 4/1, 5.0 2:32 (5.0) (5.0) Run 33 -

  • - 10GY 4/1), strong, laminated to thinly bedded, locally with moderately to thickly bedded 100% 100% -
  • - appearance, fresh, interbedded with few to little, laminated to thin LIMESTONE 2:38 -

- (MICRITE/WACKESTONE), gray (N 6/-N 5/) and greenish gray (5GY 5/1) to dark gray (N 4/)

2:41 -

  • - and dark reddish gray (10R 4/1), mostly planar to amorphous and diffuse bedding; moderate

- to strong bioturbation, trace calcite filled pits and burrows, locally with trace fossils, strong HCI 2:47 -

reaction (continued) 3:12 -

  • - 155.3,157.1ft: J, 50-60°, SR, VT, A, I 157.9 -

5.0 2:25 (5.0) (5.0) Run 34

- 159.3,161.7ft: J, 50°, PR, T-PO, B, II 2:32 100% 100% -

2:32 -

2:34 -

2:43 -

162.9 *-

5.0 2:50 (5.0) (5.0) Run 35 -

2:46 100% 100% -

2:32 -

2:43 -

2:43 -

167.9 *-

5.0 4:45 (5.0) (5.0) Run 36 -

2:40 100% 100% -

2:03 -

2:10 -

2:40 -*

172.9 *-

5.0 3:51 (5.0) (5.0) Run 37 -

176.9ft: SH, 45°, PL, VT-T, B, II, with trace calcite 2:29 100% 100% -*

2:24 -

2:12 -

2:33 -

177.9 -

5.0 2:32 (5.0) (5.0) Run 38 - 179.7ft: J, 60°, PR, T, A-B, 1-11 2:11 100% 100% -

2:07 -

2:09 - -*

2:10 -

182.9 -*

5.0 2:32 (5.0) (5.0) Run 39 -

  • - 187.8ft: J, 60°, SR, T, B, II 2:21 100% 100% -

- 183.5-183.8ft: As above, to dark reddish gray (1 OR 4/1) 2:15 -

2:30 -*

2:39 -

187.9 -

5.0 3:19 (5.0) (5.0) Run 40

  • - 188.1ft: J, 50°, SR, T, B, II, mechanically broken 2:21 100% 100% -
  • - 190.3ft: SH, 40°, PL, VT-T, B, II, with calcite

-* 191.8ft: J, 50°, SR-PR, T, B, II 2:44 -

2:35 - -*

2:46 -

192.9 -

5.0 2:18 (5.0) (5.0) Run 41 -

2:12 100% 100% -

~ --------------------------------------~~

2:07 CALCAREOUS SILTSTONE, dark greenish gray (10GY 4/1) to very dark gray (N 3/), strong, 2:32

- -* laminated to thinly bedded, fresh, interbedded with some, laminated to thin LIMESTONE

  • - (MICRITE/WACKESTONE), gray (N 5/) to bluish gray (5PB 5/1), amorphous and diffuse to 2:50 -

wavy bedding, few fossils; strong bioturbation, few calcite filled pits and burrows, strong HCI 197.9 *-

5.0 2:37 (5.0) (5.0) Run 42 -* reaction 100% 100%

  • - 197.1ft: J, 60-70°, SR, T, B, II 2:14 -

_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _2QQ.O 2:28 ~

Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-652 of 706

ame GEOTECHNICAL CORING LOG SHEET 5 OF 6 BECHTEL PROJECT NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 COUNTY: Roane, TN I GEOLOGIST: N. Smith SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: G. Bilbrey/J. Walker Boring Orientation BORING NO.: MP-425 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-75 (TSD) Inclination: 29° GROUND ELEV.: 811.9 ft (NAVD88) NORTHING: 570,815 US ft (NAD83) EASTING: 2,448,200 US ft (NAD83) Azimuth: N 49° E TOTAL DEPTH: 272.9 ft SAMPLE METHODS: ASTM D 2488-09a; 2113-08; 6032-08 I HAMMER (ID): NA-Sampler pushed DATE STARTED: 7/11/13 COMPLETED: 7/21/13 ICASING DEPTH: 6.4 ft CORE BARREL TYPE: HQ3/Diamond Impregnated core bits DRILL RUN L ELEV. DEPTH RUN REC. ROD SAMP.

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

(Min/ft)  %  % G Continued from previous page 2:41 -

CALCAREOUS SILTSTONE, dusky red (10R 3/2), with trace dark greenish gray (10GY 4/1),

  • - strong, laminated to thinly bedded, locally with moderately to thickly bedded appearance, 2:42 -
  • - fresh, interbedded with few to little, laminated to thin LIMESTONE 202.9 -

5.0 2:32 (5.0) (5.0) Run 43

- (MICRITE/WACKESTONE), gray (N 6/-N 5/) and greenish gray (5GY 5/1) to dark gray (N 4/)

100% 100% -

  • - and dark reddish gray (10R 4/1), mostly planar to amorphous and diffuse bedding; moderate 2:21 *-

- to strong bioturbation, locally with trace to few fossils, strong HCI reaction (continued) 1:57 -

201.9ft: J, 60°, SR, T, B, II 2:24 -

2:35 -

207.9 -

5.0 2:05 (5.0) (5.0) Run 44

- 211.2ft: J, 30°, SR, T, B, II

  • - 211.4ft: SH, 45°, PL, VT-T, B, II, with trace calcite 2:27 100% 100% -

2:32 -

2:35 -

2:58 -*

212.9 *-

5.0 2:50 (5.0) (5.0) Run 45 -

3:05 100% 100% -

3:12 -

3:02 -

3:33 -

217.9 5.0 2:46 (5.0) (5.0) Run 46 -

  • - 219.7ft: SH, 45°, PL, VT, B, II, with trace calcite 2:27 100% 100% -

2:32 -

2:23 -

2:36 -

222.9 -

5.0 3:05 (5.0) (5.0) Run 47 -

224.1ft: SH, 45°, PL, VT-T, B, II, with trace calcite 100% 100%

2:58 -

2:15 -

2:18 -

2:13 *-

227.9 -

5.0 2:40 (5.0) (5.0) Run 48 - 228.6ft: SH, 45°, PL, VT-T, B, II, with calcite 2:07 100% 100% -

  • - 228.9ft: J, 45°, PS, VT-T, A-B, I 2:18 -

1:59 - -*

2:26 -

232.9 -

5.0 1:50 (5.0) (5.0) Run 49 -*

235.6ft: SH, 40°, PL, T, B, II, with calcite 2:16 100% 100% -

2:06 -*

2:05 -

2:28 -*

237.9 -

5.0 2:39 (5.0) (5.0) Run 50

- 239.5,242.1ft: SH, 45°, PL, VT-T, B, II, with calcite 2:19 100% 100% -

  • - 240.7ft: J, 60°, PR, T, B, II

- -* 241.8ft: SH, 50°, PL, VT-T, B, II, with trace calcite 1:50 -*

2:19 -

2:16 -*

242.9 -

5.0 3:10 (5.0) (5.0) Run 51 - 242.9-244.3ft: As above, with LIMESTONE (MICRITE), moderately bedded 2:58 100% 100% -*

243.9,245.3ft: J, 50°, SR, VT-T, B, II, with trace calcite 2:35 -*

2:47 -

2:15 -*

247.9 -*

5.0 3:03 (5.0) (5.0) Run 52 -

  • - 250.7ft: J, 60°, PR-SR, T, B, II, with trace calcite 100% 100% -

Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-653 of 706

ame GEOTECHNICAL CORING LOG SHEET 6 OF 6 BECHTEL PROJECT NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 COUNTY: Roane, TN I GEOLOGIST: N. Smith SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: G. Bilbrey/J. Walker Boring Orientation BORING NO.: MP-425 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-75 (TSD) Inclination: 29° GROUND ELEV.: 811.9 ft (NAVD88) NORTHING: 570,815 US ft (NAD83) EASTING: 2,448,200 US ft (NAD83) Azimuth: N 49° E TOTAL DEPTH: 272.9 ft SAMPLE METHODS: ASTM D 2488-09a; 2113-08; 6032-08 I HAMMER (ID): NA-Sampler pushed DATE STARTED: 7/11/13 COMPLETED: 7/21/13 ICASING DEPTH: 6.4 ft CORE BARREL TYPE: HQ3/Diamond Impregnated core bits DRILL RUN L ELEV. DEPTH RUN REC. ROD SAMP.

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

(Min/ft)  %  % G Continued from previous page 2:46 -

CALCAREOUS SILTSTONE, dusky red (10R 3/2), with trace dark greenish gray (10GY 4/1),

3:02 -

  • - strong, laminated to thinly bedded, locally with moderately to thickly bedded appearance, 3:54 -

fresh, interbedded with few to little, laminated to thin LIMESTONE

- (MICRITE/WACKESTONE), gray (N 6/-N 5/) and greenish gray (5GY 5/1) to dark gray (N 4/)

3:13 -

  • - and dark reddish gray (10R 4/1), mostly planar to amorphous and diffuse bedding; moderate 252.9 -

5.0 2:57 (5.0) (5.0) Run 53 -

- to strong bioturbation, locally with trace to few fossils, strong HCI reaction (continued) 2:24 100% 100% -

2:28 -

,.
: - - - -CALCAREOUS

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - __2§§.6 SILTSTONE, greenish black (10Y 2.5/1) to very dark gray (5Y 3/1, N 3/),

2:43 -

  • - strong, laminated to thinly bedded, fresh, interbedded with little to some, laminated to 2:37 -

moderately bedded LIMESTONE (MICRITE/WACKESTONE), gray (N 5/) and bluish gray 257.9 -

5.0 2:46 (5.0) (5.0) Run 54 -

  • - (5PB 5/1 ), mostly planar to amorphous and diffuse bedding; slight to moderate bioturbation, 100% 100% -
  • - trace calcite filled pits and burrows, strong HCI reaction 2:30 -

- 255.6ft: J, 45°, PR-SR, T, B, II, with trace calcite 2:34 -

  • - 259.4,261.7ft: J, 50°, PR-SR, T, B, II, with trace calcite 2:36 -*

2:42 -

262.9 -

5.0 2:49 (5.0) (5.0) Run 55 -

2:40 100% 100% -

2:43 -

2:42 -

2:34 -

267.9 -

5.0 2:33 (4.7) (4.7) Run 56

- 270.8ft: J, 50°, PS-PR, VT, A, I 2:04 94% 94% -

RUN 56: 0.3' Core left in hole at termination of boring/coring 2:15 -

2:16 -

2:34 -

272.9 *- 272.9 Boring and coring terminated at 272.9 feet.

Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-654 of 706

MP-425 -Boxes 1 and 2 MP-425 -Boxes 3 and 4 Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-655 of 706

MP-425 -Boxes 5 and 6 RUN INTERVAL It R - *y. ttl - rt.)

I~MEC PIWJEC r fl. 61i 13 11J 72 /'I 'lZ.'l - H .'l' (s.o*")- 5.o(roo'l;) S.d(icc 7'o)

BORII'iG Ntf*'fl5 BOX _J_

zo. 't1.'l'* liJZ.~* (s .o')- o *(/IJO"!~ S o(ID07-)

I)EI'I H q2'] (11)10 _1971~ (II) ZJ

  • 101 'l'- 1o~(5.o') 5 o"(~W'fg) s.o"(t*o'l~

Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-656 of 706

Retrieved from "https://kanterella.com/w/index.php?title=ML19030A640&oldid=2525332"