ML19030A530
| ML19030A530 | |
| 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: ML19030A530 (8) | |
Text
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Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-314 of 706
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Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-315 of706
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Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-316 of 706
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-213 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-75 (TSD) Inclination: 28° GROUND ELEV.: 813.0 ft (NAVD88) NORTHING: 571,009 US ft (NAD83) EASTING: 2,448,149 US ft (NAD83) Azimuth: N34°W TOTAL DEPTH: 177.3 ft I SAMPLE METHODS: ASTM D 2488-09a; 2113-08; 6032-08 IROD TYPE: AWJ IHAMMER (ID):NA-Sampler pushed DATE STARTED: 7/22113 I COMPLETED: 7/31/131 HOLE DIA.: 4" ICASING DEPTH: 15.6 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 Ground Surface 0.0 u.u NA NA NA SS-1 FILL: Gravelly LEAN CLAY (CL), brown (7.5YR 4/4) and {0~
- reddish yellow (7.5YR 6/8), mottled, moist, low plasticity fines, some fine gravel, few fine to coarse sand, few I
3.0 organics, weak to strong HCI reaction NA NA NA ----ss:2 3.0ft: As above to yellowish brown (10YR 5/4) and red (10R 4/6), mottled, low to moderate plasticity fines, little fine 1-- """'-gravel, trace fine to medium sand, weak HCI reaction _,._5Q 5.8 RESIDUAL soli:.:CLAYEY GRAVEL(Gc["dusky red(10R NA NA NA SS-3 3/2) with very dark gray (N 3/), mottled, moist, fine gravel, t- \little low plasticity fines, little fine to coarse sand, strong HC1r__7 Q 8.3 {~~0~------------------J NA NA NA css:l ~ WEATHERED ROCK: CALCAREOUS SILTSTONE, 10.6 SS-5
§: sampled as CLAYEY GRAVEL (GC), dusky red (10R 3/2) with dark gray (N 4/), mottled, moist, fine gravel, little low plasticity fines, little fine to coarse sand, strong HCI reaction NA NA NA ~
~ I - -CALCAREOUS ----------------------12Q SILTSTONE-No sample penetration, very
- hard drilling; advance casing to bit refusal at 15.6 feet and 13.8 -
NA- f-NA- -NA- SS-6 begin rock coring 15.6 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: 3.5 ft bgs, AM 7/23/13 16.5 ft bgs, AM 7/24/13 42.7 ft bgs, AM 7/31113 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-317 of 706
ame 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: N. Smith SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: G. Bilbrey/J. Walker Boring Orientation BORING NO.: MP-213 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-75 (TSD) Inclination: 28° GROUND ELEV.: 813.0 ft (NAVD88) NORTHING: 571,009 US ft (NAD83) EASTING: 2,448,149 US ft (NAD83) Azimuth: N34°W TOTAL DEPTH: 177.3 ft SAMPLE METHODS: ASTM D 2488-09a; 2113-08; 6032-08 I HAMMER (ID): NA-Sampler pushed DATE STARTED: 7/22/13 COMPLETED: 7/31/13 ICASING DEPTH: 15.6 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 @ 15.6 ft 15.6 1.7 8:18 (1.7) (1.5) Run 1 - CALCAREOUS SILTSTONE, dusky red (10R 3/2) to dark reddish gray (10R 3/1), with trace 10.1 8:38/0.7 100% 88% -
*- dark greenish gray (10GY 4/1), medium strong to strong, laminated to very thinly bedded, 17.3 -
locally with moderately bedded appearance, fresh, interbedded with trace to little, laminated to 5.0 4:16 (4.3) (2.1) Run 2 - thin, locally to moderately bedded, LIMESTONE (MICRITE/WACKESTONE), gray to dark gray 3:16 86% 42% - (N 5/-N 4/) and gray (5Y 5/1); trace fossils, moderately to strongly bioturbated, trace calcite 2:32
- filled pits and burrows, strong HCI reaction (Lincolnshire Formation -Fieanor Member-Unit B) 4:16 -
*- 15.9-16.1ft: FZ, 0°, PR-SR, PO, C, Ill 17.6, 17.8, 17.9, 18.3, 18.5, 19.4, 19.7, 19.8,20.5,20.8,21.6,22.1ft: BJ, oo, PS-PR, B-C, 11-111 7:25 -
22.3 - 18.3ft: J, 70°, PR, 0, C, Ill 5.0 2:55 (5.0) (4.7) Run 3 -
- 18.5-19.2ft: FZ, highly weathered, 0.7' core loss 3:45 100% 94% -
19.7ft: J, 80-90°, SR, 0, C, Ill 4:52 23.6,24.0,24.4ft: J, 80-90°, SR-PR, VT-PO, C, Ill 22.6,24.1ft: BJ, 0°, PS, T-PO, B, II 5:02 - 5:39 - 27.3 - 5.0 2:59 (5.0) (4.9) Run 4 -
*- 28.5,28.6ft: BJ, 0°, PS, T-PO, B, II 3:35 100% 98% -
- 29.6ft: J, 80°, SR, VT, B, II 3:16 -
3:17 - 3:16 *- 32.3 5.0 2:23 (5.0) (5.0) Run 5 - 100% 100% 2:20 - 2:36 - 2:36 - 2:49 *- 37.3 - 5.0 2:16 (4.5) (4.2) Run 6 -* 39.6-40.7ft: FZ, moderately weathered, 0.5' core loss 2:37 90% 84% -
*- 40.7-41.0ft: J, 80°, SR-PR, VT-PO, A-B, II 8:39 -*
6:40 - 3:04 - 42.3 - 5.0 2:01 (5.0) (5.0) Run 7 - 2:12 100% 100% - 2:22 - 2:28 - 2:26 -* 47.3 - 5.0 4:59 (4.7) (4.0) Run 8 -
- -* 48.9-49.8ft: FZ/J, 80-90°, PR-SR, T-PO, B, II, 0.3' core loss (mechanical) 4:36 94% 80% -*
10:26 -* 5:26 - 3:41 -* 52.3 -* 5.0 3:23 (5.0) (5.0) Run 9 *- 52.9ft: J, 90°, SR, T, B, II 3:30 100% 100% -* 3:01 *- 3:22 - 3:11 - -* 57.3 5.0 2:32 (5.0) (5.0) Run 10 - 2:48 100% 100% - 3:14 - 2:34 -* 2:47 - 62.3 - 5.0 2:57 (5.0) (4.9) Run 11 -*
*- 66.8,66.9ft: J, 10-20°, PS, 0, C, II 3:06 100% 98% -
Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-318 of706
ame GEOTECHNICAL CORING LOG SHEET 2 OF 4 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-213 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-75 (TSD) Inclination: 28° GROUND ELEV.: 813.0 ft (NAVD88) NORTHING: 571,009 US ft (NAD83) EASTING: 2,448,149 US ft (NAD83) Azimuth: N34°W TOTAL DEPTH: 177.3 ft SAMPLE METHODS: ASTM D 2488-09a; 2113-08; 6032-08 I HAMMER (ID): NA-Sampler pushed DATE STARTED: 7/22/13 COMPLETED: 7/31/13 ICASING DEPTH: 15.6 ft CORE BARREL TYPE: HQ3/Diamond Impregnated core bits DRILL RUN L ELEV. DEPTH RUN REC. ROD SAMP. RATE 0 ROCK DESCRIPTION AND REMARKS (ft) (ft) (ft) (It) (It) NO. (Min/ft) % % G Continued from previous page 2:24 - CALCAREOUS SILTSTONE, dusky red (10R 3/2) to dark reddish gray (10R 3/1), with trace
*- dark greenish gray (10GY 4/1), medium strong to strong, laminated to very thinly bedded, 2:34 -
locally with moderately bedded appearance, fresh, interbedded with trace to little, laminated to 3:10 - thin, locally to moderately bedded, LIMESTONE (MICRITE/WACKESTONE), gray to dark gray 67.3 - 5.0 6:14 (5.0) (4.g) Run 12 *- (N 5/-N 4/) and gray (5Y 5/1); trace fossils, moderately to strongly bioturbated, trace calcite 100% g8%
- filled pits and burrows, strong HCI reaction 4:34 -
(Lincolnshire Formation -Fieanor Member-Unit B) (continued) 4:10
*- 72.0ft: J, goo, PR, 0, B, II 4:08 -
3:46 - 72.3 - 5.0 4:02 (5.0) (5.0) Run 13 -
*- 74.2-74.7ft: J, goo, SR, VT, B-C, II 3:17 100% 100% -
2:51 - 2:41 -* 2:23 - 77.3 - 5.0 2:47 (5.0) (5.0) Run 14 -
*- 81.0ft: BJ, 0°, PR, T, B, II 3:01 100% 100% -
*- 81.g-82.2.0ft: J, goo, SR, T, B, II 2:50 -
3:13 - 3:23 *- 82.3 5.0 3:08 (4.7) (4.0) Run 15 - -* 85.6-86.6ft: J, 80-goo, SR-PR, T-PO, B, 11-111, 0.3' core loss 4:24 g4% 80% - 3:59 -* 6:05 - 7:05 *- 87.3 - 5.0 2:52 (5.0) (4.5) Run 16 - 8g_5ft: J, 70°, SR, VT, A, I 2:31 100% go% -*
*- go.4,g0.5ft: BJ, 0°, P0-0, B, II go.4-g0.9ft: J, 80°, SR-PR, T-PO, B, II, with trace calcite 2:43 -
5:46 - 3:16 g2.3 - 5.0 2:33 (5.0) (5.0) Run 17 - 2:58 100% 100% -
---------------------------------------~
~ CALCAREOUS SILTSTONE, black (N 2.5/), greenish black (10Y 2.5/1 ), and very dark gray (N 3:17 -
*- 3/), to dark grayish olive (10Y 4/2) and very dark greenish gray (10Y 3/1), strong, laminated to 3:43 -* thinly bedded, fresh, interbedded with little to some, laminated to thin LIMESTONE 3:37
*- (MICRITE/WACKESTONE), gray (N 6/-N 5/); slightly to moderately bioturbated, trace calcite g7.3 -
filled pits and burrows, strong HCI reaction 5.0 3:32 (5.0) (5.0) Run 18 -* g6.1-g6.7ft: J, 80-goo, VT, A, 1-11, mostly healed with calcite 3:24 100% 100% - 3:36 -* 3:38 - 4:01 *- 102.3 - 5.0 2:34 (5.0) (4.5) Run 19 -* 102.g-103.3ft: FZ, 0°, PS-PR, T-PO, A-B, II, slightly weathered 3:02 100% go% - 3:12 -* 3:56 - 3:21 -* 107.3 - 5.0 2:38 (5.0) (4.g) Run 20 -
- -* 110.0,110.1,111.7ft: BJ, OS, PL, T-PO, B, II, with trace calcite and pyrite 2:32 100% g8% -*
3:22 -* 3:03 - 3:12 -* 112.3 -* Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-319 of706
ame GEOTECHNICAL CORING LOG SHEET 3 OF 4 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-213 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-75 (TSD) Inclination: 28° GROUND ELEV.: 813.0 ft (NAVD88) NORTHING: 571,009 US ft (NAD83) EASTING: 2,448,149 US ft (NAD83) Azimuth: N34°W TOTAL DEPTH: 177.3 ft SAMPLE METHODS: ASTM D 2488-09a; 2113-08; 6032-08 I HAMMER (ID): NA-Sampler pushed DATE STARTED: 7/22/13 COMPLETED: 7/31/13 ICASING DEPTH: 15.6 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) - 5:30 100% 100% - 4:44 --------------------------------------~~
~ CALCAREOUS SILTSTONE, dusky red (10R 3/2) to dark reddish gray (10R 3/1), with trace 4:46 -
- very dark greenish gray (10Y 3/1), strong, laminated to very thinly bedded, locally with 3:58 -
moderately bedded appearance, fresh, interbedded with trace to little, laminated to thin, locally 117.3 - 5.0 2:35 (5.0) (5.0) Run 22 -
*- to moderately bedded, LIMESTONE (MICRITENVACKESTONE), gray (N 5/); moderately to 100% 100% -
strongly bioturbated, trace calcite filled pits and burrows, strong HCI reaction 2:35 - 117.7ft: BJ, 0°, PS, T, B, II 2:36 - 2:50 - 3:23 - 122.3 - 5.0 3:29 (5.0) (4.8) Run 23 -
*- 122.3-123.3ft: As above with LIMESTONE (PACKSTONE), dark reddish gray (10R 3/1),
3:21 100% g6% -
- moderately bedded, with few carbonate clasts
*- 126.7ft: SH, 0°, PL, T, B, II, with calcite 2:49 -
2:36 -* 3:05 - 127.3 - 5.0 6:48 (5.0) (4.2) Run 24 ___ ~1~-~t:_!l.J,_ Q",I"_S,_P_<:>*Q,~II_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _@0
~
4:16 100% 84% LIMESTONE (WACKESTONE/GRAINSTONE), gray (N 5/), strong, laminated to thinly bedded, fresh, trace to few laminated Calcareous SILTSTONE partings; strong HCI reaction 5:05 12g_3-130.1ft: J, goo, SR-PR, T, B,ll, with trace calcite 130 .4 4:54 CALCAREOUS SILTSTONE, dusky red (10R 3/2) to dark reddish gray (10R 3/1), with trace 4:06
*- very dark greenish gray (10GY 3/1), strong, laminated to very thinly bedded, locally with 132.3 -
moderately bedded appearance, fresh, interbedded with trace to little, laminated to thin 5.0 2:25 (5.0) (5.0) Run 25 -
*- LIMESTONE (MICRITE/WACKESTONE), gray (N 5/); trace fossils, moderately to strongly 2:18 100% 100% -
*- bioturbated, trace calcite filled pits and burrows, strong HCI reaction 2:14 -
2:52 - 3:17 - 137.3 - 5.0 2:54 (5.0) (5.0) Run 26 -* 2:29 100% 100% - 2:33 -* 3:01 - 3:15 -* 142.3 - 5.0 2:34 (5.0) (5.0) Run 27 - 2:33 100% 100% - 2:34 -* 3:02 - 4:15 -* 147.3 - 5.0 4:15 (5.0) (5.0) Run 28 *- 146.gft: J, goo, SR, VT, T, A-B, I-ll 3:05 100% 100% -* 3:34 - 2:42 - 2:57 -* 152.3 *- 5.0 3:02 (5.0) (4.g) Run 29 -
*- 155.1ft: BJ, 0°, PR-PS, T-PO, B, II 2:57 100% g8% -*
2:58 *- 4:58 - 4:05 *- 157.3 5.0 2:40 (5.0) (5.0) Run 30 -
*- 15g_6ft: SH, 10°, PL, VT-T, B, II 2:39 100% 100% *-
2:41 - 3:43 -* Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-320 of 706
ame GEOTECHNICAL CORING LOG SHEET 4 OF 4 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-213 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-75 (TSD) Inclination: 28° GROUND ELEV.: 813.0 ft (NAVD88) NORTHING: 571,009 US ft (NAD83) EASTING: 2,448,149 US ft (NAD83) Azimuth: N34°W TOTAL DEPTH: 177.3 ft SAMPLE METHODS: ASTM D 2488-09a; 2113-08; 6032-08 I HAMMER (ID): NA-Sampler pushed DATE STARTED: 7/22/13 COMPLETED: 7/31/13 ICASING DEPTH: 15.6 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 162.3 3:11 - CALCAREOUS SILTSTONE, dusky red (10R 3/2) to dark reddish gray (10R 3/1), with trace 5.0 2:53 (5.0) (5.0) Run 31 -
*- very dark greenish gray (10GY 3/1), strong, laminated to very thinly bedded, locally with 100% 100% -
*- moderately bedded appearance, fresh, interbedded with trace to little, laminated to thin 3:05 -
- LIMESTONE (MICRITE/WACKESTONE), gray (N 5/); trace fossils, moderately to strongly 2:32 -
bioturbated, trace calcite filled pits and burrows, strong HCI reaction (continued) 2:33 - 2:52 -
*- 167.1 167.3 ---------------------------------------
5.0 2:35 (5.0) (5.0) Run 32 - CALCAREOUS SILTSTONE, very dark gray (N 3/) and very dark greenish gray (10GY 3/1) to 100% 100%
*- dark grayish olive (1 OY 4/2), strong, laminated to very thinly bedded, fresh, interbedded with 2:44 -
*- little, laminated to very thin LIMESTONE (MICRITE/WACKESTONE), gray (N 5/), and trace 2:38 -
- very thin chert lenses; slightly bioturbated, strong HCI reaction 2:56 -
3:05 - 172.3 *- 5.0 3:45 (4.7) (4.7) Run 33 - RUN 33: 0.3' Core loss-left in hole at termination of boring/coring 2:32 94% 94% - 174.5 2:32 LIMESTONE (MICRITE/WACKESTONE), gray (N 6/), strong, thinly bedded and nodular (to
~
2:48 175.8ft) becoming laminated to very thinly bedded, fresh, with trace to few wispy/wavy Calcareous SILTSTONE partings, dark gray (N 4/); strong HCI reaction (Lincolnshire 2:35 177.3 Formation-Eidson Member-Unit A) 177.3 Boring and coring terminated at 177.3 feet. Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-321 of 706}}