ML18003A563
| ML18003A563 | |
| 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: ML18003A563 (8) | |
Text
{{#Wiki_filter:AMEC PIWJECT G461l131072 l30f?ING fi'IP* 2.12. BOX~ 5 I* B 1ft) TO __:_:=::..;;.._I RUN INTERVAL (ftl REC If\\) 1"1.1 RQD If\\\\ -l"fo) ~ *. 57. 8'- 6V~'(s.o~- S.o'(rooro) S.o'{loot.) S: "2.'ti'- "7.8'(s.o')- 50' (1oo'{.) 5.o' (1oo'Y~) ~
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Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-316 of 706 RUNINTERVAL(ft)RECiftl 1%\\RQD(ft)-%
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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-213 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: N. Smith DRILLER: G. Bilbrey/J. Walker Boring Orientation 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 I ROD TYPE: AWJ I HAMMER (ID):NA-Sampler pushed DATE STARTED: 7/22113 I COMPLETED: 7/31/131 HOLE DIA.: 4" I CASING DEPTH: 15.6 ft I CORE SIZE:HQ3 I BITS USED: 4" Roller Cone ELEV. (ft) DEPTH BLOW COUNT BLOWS PER FOOT (ft) 0.5ft 0.5ft 0.5ft 0 20 40 60 Ground Surface u.u NA NA NA 3.0 NA NA NA 5.8 NA NA NA 8.3 NA NA NA 10.6 NA NA NA 13.8 NA-f-NA- -NA-Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-317 of 706 80 100 SAMP. L 0 SOIL DESCRIPTION AND REMARKS NO. G 0.0 SS-1 ~ FILL: Gravelly LEAN CLAY (CL), brown (7.5YR 4/4) and reddish yellow (7.5YR 6/8), mottled, moist, low plasticity {0 fines, some fine gravel, few fine to coarse sand, few organics, weak to strong HCI reaction
ss:2 I 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 RESIDUAL soli:.:CLAYEY GRAVEL(Gc["dusky red(10R 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 {~~0~------------------J css:l ~ WEATHERED ROCK: CALCAREOUS SILTSTONE, §: sampled as CLAYEY GRAVEL (GC), dusky red (10R 3/2) with dark gray (N 4/), mottled, moist, fine gravel, little low SS-5 ~ plasticity fines, little fine to coarse sand, strong HCI reaction
- -----., I------------------------12Q
~ CALCAREOUS SILTSTONE-No sample penetration, very hard drilling; advance casing to bit refusal at 15.6 feet and begin rock coring SS-6 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
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: 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 ELEV. (ft) DRILL RUN L DEPTH RUN RATE REC. ROD SAMP. 0 (ft) (ft) (Min/ft) (It) (It) NO. G 15.6 1.7 8:18 (1.7) (1.5) Run 1 100% 88% 17.3 8:38/0.7 5.0 4:16 (4.3) (2.1) Run 2 86% 42% 3:16 2:32 4:16 7:25 22.3 5.0 2:55 (5.0) (4.7) Run 3 100% 94% 3:45 4:52 5:02 5:39 27.3 5.0 2:59 (5.0) (4.9) Run 4 100% 98% 3:35 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 90% 84% 2:37 8:39 6:40 3:04 42.3 5.0 2:01 (5.0) (5.0) Run 7 100% 100% 2:12 2:22 2:28 2:26 47.3 5.0 4:59 (4.7) (4.0) Run 8 94% 80% 4:36 10:26 5:26 3:41 52.3 5.0 3:23 (5.0) (5.0) Run 9 100% 100% 3:30 3:01 3:22 3:11 57.3 5.0 2:32 (5.0) (5.0) Run 10 100% 100% 2:48 3:14 2:34 2:47 62.3 5.0 2:57 (5.0) (4.9) Run 11 100% 98% 3:06 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-318 of706 I CASING DEPTH: 15.6 ft CORE BARREL TYPE: HQ3/Diamond Impregnated core bits ROCK DESCRIPTION AND REMARKS Begin Coring @ 15.6 ft 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, locally with moderately bedded appearance, fresh, interbedded with trace to little, laminated to thin, locally to moderately bedded, LIMESTONE (MICRITE/WACKESTONE), gray to dark gray (N 5/-N 4/) and gray (5Y 5/1); trace fossils, moderately to strongly bioturbated, trace calcite filled pits and burrows, strong HCI reaction (Lincolnshire Formation -Fieanor Member-Unit B) 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 18.3ft: J, 70°, PR, 0, C, Ill 18.5-19.2ft: FZ, highly weathered, 0.7' core loss 19.7ft: J, 80-90°, SR, 0, C, Ill 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 28.5,28.6ft: BJ, 0°, PS, T-PO, B, II 29.6ft: J, 80°, SR, VT, B, II 39.6-40.7ft: FZ, moderately weathered, 0.5' core loss 40.7-41.0ft: J, 80°, SR-PR, VT-PO, A-B, II 48.9-49.8ft: FZ/J, 80-90°, PR-SR, T-PO, B, II, 0.3' core loss (mechanical) 52.9ft: J, 90°, SR, T, B, II 66.8,66.9ft: J, 10-20°, PS, 0, C, II 10.1
GEOTECHNICAL CORING LOG a me 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 I CASING DEPTH: 15.6 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 2:24 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 (N 5/-N 4/) and gray (5Y 5/1); trace fossils, moderately to strongly bioturbated, trace calcite 5.0 6:14 (5.0) (4.g) Run 12 filled pits and burrows, strong HCI reaction 100% g8% 4:34 (Lincolnshire Formation -Fieanor Member-Unit B) (continued) 72.0ft: J, goo, PR, 0, B, II 4:10 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 100% 100% 3:17 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 100% 100% 81.g-82.2.0ft: J, goo, SR, T, B, II 3:01 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 g4% 80% 4:24 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 100% go% go.4,g0.5ft: BJ, 0°, P0-0, B, II 2:31 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 17 100% 100% 2:58
~
~ 3:17 CALCAREOUS SILTSTONE, black (N 2.5/), greenish black (10Y 2.5/1 ), and very dark gray (N 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 laminated to thin LIMESTONE
- some, (MICRITE/WACKESTONE), gray (N 6/-N 5/); slightly to moderately bioturbated, trace calcite 3:37 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 100% 100% 3:24 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 100% go% 3:02 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 100% g8% 2:32 3:22 3:03 3:12 112.3 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-319 of706
GEOTECHNICAL CORING LOG a me 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 I CASING DEPTH: 15.6 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 5.0 (5.0) (5.0) 5:30 100% 100% 4:44
~~
~ 4:46 CALCAREOUS SILTSTONE, dusky red (10R 3/2) to dark reddish gray (10R 3/1), with trace 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 strongly bioturbated, trace calcite filled pits and burrows, strong HCI reaction 100% 100% 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), 100% g6% moderately bedded, with few carbonate clasts 3:21 126.7ft: 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 5:05 bedded, fresh, trace to few laminated Calcareous SILTSTONE partings; strong HCI reaction 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 100% 100% 2:18 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 26 100% 100% 2:29 2:33 3:01 3:15 142.3 5.0 2:34 (5.0) (5.0) Run 27 100% 100% 2:33 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 100% 100% 3:05 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 100% g8% 2:57 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 100% 100% 2:39 2:41 3:43 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-320 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: 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 ELEV. (ft) DRILL RUN L DEPTH RUN RATE REC. ROD SAMP. 0 (ft) (ft) (Min/ft) (It) (It) NO. G 162.3 3:11 5.0 2:53 (5.0) (5.0) Run 31 100% 100% 3:05 2:32 2:33 2:52 167.3 5.0 2:35 (5.0) (5.0) Run 32 100% 100% 2:44 2:38 2:56 3:05 172.3 5.0 3:45 (4.7) (4.7) Run 33 94% 94% 2:32 2:32 ~ 2:48 2:35 177.3 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-321 of 706 I CASING DEPTH: 15.6 ft CORE BARREL TYPE: HQ3/Diamond Impregnated core bits ROCK DESCRIPTION AND REMARKS Continued from previous page CALCAREOUS SILTSTONE, dusky red (10R 3/2) to dark reddish gray (10R 3/1), with trace very dark greenish gray (10GY 3/1), strong, laminated to very thinly bedded, locally with moderately bedded appearance, fresh, interbedded with trace to little, laminated to thin LIMESTONE (MICRITE/WACKESTONE), gray (N 5/); trace fossils, moderately to strongly bioturbated, trace calcite filled pits and burrows, strong HCI reaction (continued) 167.1 CALCAREOUS SILTSTONE, very dark gray (N 3/) and very dark greenish gray (10GY 3/1) to dark grayish olive (1 OY 4/2), strong, laminated to very thinly bedded, fresh, interbedded with little, laminated to very thin LIMESTONE (MICRITE/WACKESTONE), gray (N 5/), and trace very thin chert lenses; slightly bioturbated, strong HCI reaction RUN 33: 0.3' Core loss-left in hole at termination of boring/coring 174.5 LIMESTONE (MICRITE/WACKESTONE), gray (N 6/), strong, thinly bedded and nodular (to 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 Formation-Eidson Member-Unit A) 177.3 Boring and coring terminated at 177.3 feet.}}