ML18003A547
| ML18003A547 | |
| 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: ML18003A547 (9) | |
Text
Core Photographs Boring MP-203 CLINCH /l/Vm SMH I'IWJECT AMfC r>IWJfCT li*lfoil 13 1072 Clinch River SMR Project AMEC Project No. 6468-13-1072 tU 'JOI?/NG f'-.'26;.
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Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-236 of 706
Core Photographs Boring MP-203 MP-203 -Boxes 7 and 8 CliNCH RNER SMR PROJECT AIIECPROJECT 6468131072
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DEPTH IZ~-"' /ftiTO (4D_(o' (fQ Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-237 of 706
Core Photographs Boring MP-203 MP-203 -Boxes 11 and 12 BORING fflp. 21>? i30X _l_l -
OEPTH /Jo.f./ (ltjTO [~ro' (f*
Clinch River SMR Project AMEC Project No. 6468-13-1072 RUN INTERVJ!!L Jf I REC !It -
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Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-238 of 706
Core Photographs Boring MP-203 BORING MP-?AJ?
BOX _..14-_,___
OEPTHM"~lftJTO z,z~ _,. {ttl Clinch River SMR Project AMEC Project No. 6468-13-1072
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Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-239 of 706
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a me BECHTEL NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 GEOTECHNICAL BORING LOG Prepared By: MBL Date: 3/5/14 COUNTY: Roane, TN Checked By: JCM Date: 3/5/14 SHEET 1 OF I GEOLOGIST: R. Clark SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: S. Snow/D. King Boring Orientation BORING NO.: MP-204 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-55 (TSD)
Inclination: Vertical GROUND ELEV.: 812.0 ft (NAVD88) NORTHING:
570,922 US ft (NAD83) EASTING: 2,448,097 US ft (NAD83)
Azimuth:
NA TOTAL DEPTH: 176.9 ft I SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I ROD TYPE: AWJ I HAMMER (ID):140-Ib Auto (373705)
DATE STARTED: 8/7/13 I COMPLETED: 8/14/131 HOLE DIA.: 4" I CASING DEPTH: 3.4 ft I CORE SIZE:HQ3 I BITS USED: 4" Roller Cone ELEV. DEPTH BLOW COUNT BLOWS PER FOOT SAMP.
L (ft)
(ft) 0.5ft 0.5ft 0.5ft 0
100 NO.
G 40 60 SOIL DESCRIPTION AND REMARKS 0
20 80 812.0 Ground Surface 812.0 0.0 ts"IL.U U.U 3
SS-1
~
FILL: Sandy FAT CLAY (CH), brownish yellow (10YR 6/6),
-~I-coarse sand, trace fine angular gravel, strong HCI reaction 809.5 2.5 2
2
- ~-
medium stiff to hard, moist, high plasticity fines, some fine to 3
50/0.4 SS-2A ~1809.0 (PP 4.0 and 3.0 tsf) 3.0 1----+--+---+--+---------------591&.*~ SS-28 WEATHERED ROCK: CALCAREOUS SILTSTONE
~
Soil drilling halted. Log continues on geotechnical coring log Observed water levels:
12.1 ft bgs, AM 8/8/13 1-8.4 ft bgs, AM 8/13/13 33.6 ft bgs, AM 8/14/13 1-1-
1-1-
1-1-
1-u~-~--~--~-~--~--------------~--~~---------------------~
Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-240 of 706
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-204 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-55 (TSD)
Inclination: Vertical GROUND ELEV.:
812.0 ft (NAVD88) NORTHING:
570,922 US ft (NAD83) EASTING: 2,448,097 US ft (NAD83) Azimuth:
NA TOTAL DEPTH:
176.9 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (I D): 140-lb Auto (373705)
DATE STARTED:
8/7/13 COMPLETED: 8/14/13 I CASING DEPTH: 3.4 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 @ 3.4 ft 808.6 3.4 3.5 4:14 (3.3)
(1.4)
Run 1 ouo.o CALCAREOUS SILTSTONE, dusky red (7.5R 3/4), weak to medium strong, laminated to 94%
40%
thinly bedded, moderately to slightly weathered, interbedded with little to some laminated to 3:59 thin LIMESTONE (WACKESTONE),
bluish (5PB 5/1-6/1); moderate to strong gray 4:02 bioturbation, strong HCI reaction (Lincolnshire Formation-Fieanor Member-Unit B) 6.4 805.1 6.9 1:38/0.5 805.1 6.9 800.1 795.1 790.1 785.1 780.1 775.1 770.1 765.1 760.1 5.0 2:18 (5.0)
(4.7)
Run 2 100% 94%
2:10 2:03 1:39 2:42 11.9 5.0 4:50 (5.0)
(5.0)
Run 3 100% 100%
1:56 2:10 1:49 2:02 16.9 5.0 2:18 (5.0)
(4.9)
Run 4 100% 98%
1:54 2:27 2:08 2:49 21.9 5.0 3:05 (5.0)
(4.8)
Run 5 100% 96%
2:58 2:42 2:22 3:15 26.9 5.0 2:23 (5.0)
(5.0)
Run 6 100% 100%
3:20 2:03 2:45 2:31 31.9 5.0 2:36 (5.0)
(5.0)
Run 7 100% 100%
2:00 2:23 2:30 1:54 36.9 5.0 2:26 (5.0)
(5.0)
Run 8 100% 100%
2:00 1:48 1:59 2:41 41.9 5.0 2:01 (5.0)
(4.8)
Run 9 100% 96%
2:08 2:25 1:52 2:36 46.9 5.0 2:12 (5.0)
(4.3)
Run 10 100% 86%
1:53 2:06 2:08 2:13 51.9 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-241 of 706 CALCAREOUS SILTSTONE, dusky red (7.5R 3/4) to (5R 3/3) and dark reddish gray (7.5R 3/1 ), medium strong to strong, laminated to very thinly bedded, locally with moderately to thickly bedded appearance, fresh, interbedded with few to little, locally to some, mostly laminated to thin, trace moderately bedded LIMESTONE (WACKESTONE), bluish gray (5PB 5/1-6/1) to greenish gray (10Y 6/1), trace fossils; moderate to strong bioturbation, strong HCI reaction 4.1,4.7,6.5ft: J, 60°, PS-PR, 0, B, Ill 4.3,5.7,5.9,6.1,6.4ft: BJ, 30°, PS, T-PO, B, III-IV 5.1-5.3ft: FZ, 30°, PS, 0, C, Ill 7.1,7.4,9.0ft: BJ, 30°, PS, T, B, II 11.9ft: Lost drill fluid circulation 12.6ft: BJ, 30°, PS, T, B, II 14.0ft: Regained drill fluid circulation 14.8ft: J, 80°, PR, PO, B, Ill 16.9ft: J 65°, PO, B, Ill 16.9ft: J, 65°, PS, VT, A, Ill 19.3,19.9ft: BJ, 30°, PS, T-PO, B, Ill 19.8ft: J, 65°, PR, T, B, Ill 22.1ft: J, 65°, PS, T-PO, B, IV 24.2ft: J, 45°, SR, PO, B, IV 26.6ft: J, 60°, PR, PO, B, II 31.2ft: BJ, 30°, PS, T, B, Ill 32.0,32.4,33.2,33.6ft: BJ, 30°, PS, T, B, II 34.7ft: J, 60°, PR, PO, B, II 38.1ft: J, 60°, PR, T, B, Ill 40.0ft: BJ, 30°, PS, T, B, II 42.6,42.9ft: J, 60°, SR, VT-T, A-B, 1-11 44.3ft: J, 60°, PR, PO, B, Ill 47.5,49.4,51.0ft: J, 60°, PR, T, B, Ill 50.5,51.0,51.1,51.3ft: BJ, 30°, PS, T, B, II
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-204 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-55 (TSD)
Inclination: Vertical GROUND ELEV.:
812.0 ft (NAVD88) NORTHING:
570,922 US ft (NAD83) EASTING: 2,448,097 US ft (NAD83) Azimuth:
NA TOTAL DEPTH:
176.9 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (I D): 140-lb Auto (373705)
DATE STARTED:
8/7/13 COMPLETED: 8/14/13 I CASING DEPTH: 3.4 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 2:14 (5.0)
(5.0)
Run 11 CALCAREOUS SILTSTONE, dusky red (7.5R 3/4) to (5R 3/3) and dark reddish gray (7.5R 100% 100%
3/1 ), medium strong to strong, laminated to very thinly bedded, locally with moderately to 2:09 thickly bedded appearance, fresh, interbedded with few to little, locally to some, mostly 2:25 laminated to thin, trace moderately bedded LIMESTONE (WACKESTONE), bluish gray (5PB 5/1-6/1) to greenish gray (10Y 6/1), trace fossils; moderate to strong bioturbation, strong HCI 1:53 reaction (continued) 2:27 755.1 56.9 5.0 2:26 (5.0)
(4.7)
Run 12
- 55. 1ft: BJ, 30°, PS, T, B, II 100% 94%
57.3,57.6ft: FZ, 30°, PS, T, B, II 2:34 2:12 2:32 3:13 750.1 61.9 5.0 2:06 (5.0)
(4.4)
Run 13 64.4,64.7,65.0ft: BJ, 30°, PS, T, B, II 100% 88%
65.2ft: J, 60°, PR, PO, B, Ill 1:35 2:06 1:32 2:23 745.1 66.9 5.0 3:15 (5.0)
(5.0)
Run 14 70.9ft: BJ, 30°, PS, T, B, II 100% 100%
71.5ft: J, 60-70°, SR, VT, A, I 2:01 1:36 1:23 2:20 740.1 71.9 5.0 1:48 (5.0)
(4.9)
Run 15 72.9ft: J, 45°, PS, T, B, II 100% 98%
76.0ft: J, 60°, PR, P0-0, B, Ill 1:52 76.0,76.6ft: BJ, 30°, PS-PR, P0-0, B-C, Ill 1:30 2:10 2:06 735.1 76.9 5.0 1:48 (5.0)
(5.0)
Run 16 734.0 78.0 1:52 100% 100%
~
CALCAREOUS SILTSTONE, dark greenish gray (10Y 4/1) to very dark gray (N 3/) grading to 2:20 dark reddish gray (5R 4/1 ), medium strong to strong, laminated to very thinly bedded, fresh, interbedded with some laminated to thin LIMESTONE (WACKESTONE), dark gray (N 4/) to 1:33 bluish gray (5PB 6/1 ), trace fossils; slight to moderate bioturbation, strong HCI reaction 1:39 730.1 81.9 5.0 1:48 (5.0)
(5.0)
Run 17 81.0,83.6ft: BJ, 30°, PS, T, B, II 100% 100%
1:39
- "B -~81._---------------------------------- -- 13}.8 1:28 CALCAREOUS SILTSTONE, dusky red (5R 3/3), medium strong to strong, laminated to very thinly bedded, fresh, interbedded with few to little, locally to some, laminated to thin, trace 1:35 moderately bedded, LIMESTONE (WACKESTONE), bluish gray (5PB 6/1), locally with trace 1:49 to few fossils; moderate to strong bioturbation, strong HCI reaction 725.1 86.9 5.0 2:10 (5.0)
(5.0)
Run 18 100% 100%
1:50 1:51 1:44 2:22 720.1 91.9 5.0 1:48 (5.0)
(4.6)
Run 19 93.4,93.6,95.7,95.8ft: BJ, 30°, US-PS, T, B, II 100% 92%
1:59 1:31 1:58 1:47 715.1 96.9 5.0 2:46 (5.0)
(5.0)
Run 20 101.2ft: BJ, 30°, PS, T, B, II 100% 100%
1:59 2:16 2:19 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-242 of 706
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-204 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-55 (TSD)
Inclination: Vertical GROUND ELEV.:
812.0 ft (NAVD88) NORTHING:
570,922 US ft (NAD83) EASTING: 2,448,097 US ft (NAD83) Azimuth:
NA TOTAL DEPTH:
176.9 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (I D): 140-lb Auto (373705)
DATE STARTED:
8/7/13 COMPLETED: 8/14/13 I CASING DEPTH: 3.4 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 3:08 CALCAREOUS SILTSTONE, dusky red (5R 3/3), medium strong to strong, laminated to very 710.1 101.9 thinly bedded, fresh, interbedded with few to little, locally to some, laminated to thin, trace 5.0 2:44 (5.0)
(5.0)
Run 21 moderately bedded, LIMESTONE (WACKESTONE), bluish gray (5PB 6/1), locally with trace 100% 100%
to few fossils; moderate to strong bioturbation, strong HCI reaction (continued) 1:46 2:13 1:33 1:56 705.1 106.9 5.0 2:33 (5.0)
(5.0)
Run 22 111.3ft: J, 60°, PR, PO, B, Ill 100% 100%
1:47 2:08 1:59 2:26 700.1 111.9 5.0 2:40 (5.0)
(4.7)
Run 23 115.4,115.6,115.7ft: BJ, 30°, PS, T, B, II 100% 94%
116.5ft: J, 65°, PS, VT, A, I, with calcite 1:30 116.9ft: J, 60°, PS, T-0, B, II, with calcite 1:39 1:02 2:14 695.1 116.9 5.0 2:16 (5.0)
(5.0)
Run 24 118.2ft: BJ, 30°, PS, VT, B, II 100% 100%
119.4ft: J, 45°, PS, VT, B, IV 1:53 117.7ft: BJ, 30°, US, T, B, II 1:52 1:48 1:51 690.1 121.9 5.0 2:07 (5.0)
(5.0)
Run 25 125.2ft: J, 60°, PR, VT, B, II 100% 100%
2:36 2:15 2:44
- - _13§.6&_---------------------------------- __ 1~.4
- ===:,.,
CALCAREOUS SILTSTONE, very dark greenish gray (10Y 3/1), very dark gray (N 3/),
685.1 126.9 1:58 greenish black (1 OY 2.5/1-5GY 2.5/1) and bluish black (5PB 2.5/1 ), grading to dark grayish 5.0 1:50 (5.0)
(5.0)
Run 26 green (5GY 4/2), medium strong to strong, laminated to very thinly bedded, fresh, interbedded with little to some, laminated to thin LIMESTONE (MICRITE/WACKESTONE), gray (N 5/) to 100% 100%
1:33 bluish gray (5PB 6/1 ), trace fossils, trace very thin chert lenses and nodules; slight to 1:25 moderate bioturbation, strong HCI reaction 1:48 2:02 680.1 131.9 5.0 2:15 (5.0)
(5.0)
Run 27 133.6,135.4ft: J, 60-65°, PS, T, B, IV 100% 100%
1:43 2:01 1:41 2:24 675.1 136.9 5.0 2:23 (5.0)
(5.0)
Run 28 137.4,138.6,140.5ft: BJ, 30°, PS, T, B, II 100% 100%
2:03 2:01 2:25 2:29 670.1 141.9 141.6-142.5ft: LIMESTONE (PACKSTONE/GRAINSTONE), greenish (5GY 6/1),
5.0 3:42 (5.0)
(5.0)
Run 29 gray fossiliferous, few carbonate clasts 100% 100%
2:39 668.3 143.7
~
2:19 CALCAREOUS SILTSTONE, dusky red (5R 3/3), strong, laminated to very thinly bedded, locally with moderately to thickly bedded appearance, fresh, interbedded with trace to few, 1:31 locally to little, mostly laminated to very thin and trace moderately bedded LIMESTONE (MICRITE/WACKESTONE), bluish gray (5PB 6/1); moderate to strong bioturbation, strong 1:51 665.1 146.9 HCI reaction 5.0 2:39 (5.0)
(5.0)
Run 30 100% 100%
1:43 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-243 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-204 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-55 (TSD)
Inclination: Vertical GROUND ELEV.:
812.0 ft (NAVD88) NORTHING:
570,922 US ft (NAD83) EASTING: 2,448,097 US ft (NAD83) Azimuth:
NA TOTAL DEPTH:
176.9 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (I D): 140-lb Auto (373705)
DATE STARTED:
8/7/13 COMPLETED: 8/14/13 I CASING DEPTH: 3.4 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 2:45 CALCAREOUS SILTSTONE, dusky red (5R 3/3), strong, laminated to very thinly bedded, 2:06 locally with moderately to thickly bedded appearance, fresh, interbedded with trace to few, locally to little, mostly laminated to very thin and trace moderately bedded LIMESTONE 2:49 660.1 151.9 (MICRITE/WACKESTONE), bluish gray (5PB 6/1); moderate to strong bioturbation, strong 5.0 3:35 (5.0)
(5.0)
Run 31 HCI reaction (continued) 100% 100%
2:08 1:25 2:24 2:02 655.1 156.9 5.0 2:11 (5.0)
(5.0)
Run 32 160.9ft: J, 65°, PS, VT-T, B, IV 100% 100%
2:12 2:20 2:26 160.7-161.2ft: As above with LIMESTONE (PACKSTONE/GRAINSTONE), bluish gray (5PB 2:47 650.1 161.9 6/1 ), with some carbonate clasts 5.0 1:22 (5.0)
(5.0)
Run 33 166.0ft: BJ, 30°, PS, T, B, II 100% 100%
2:48 2:11 2:19 2:15 645.1 166.9 5.0 2:02 (5.0)
(4.0)
Run 34 167.5ft: J, 60°, PR, T, B, II 100% 80%
167.9-168.1ft: FZ, 35°, PR, T-PO, B, II 2:50 171.1ft: BJ, 30°, PS, T, B, II 1:45 2:11 2:20 640.1 171.9 5.0 2:46 (4.6)
(4.6)
Run 35 176.5-176.9ft: 0.4' of core left in hole at termination of coring/boring 92%
92%
2:54 2:03 2:37 2:53 635.1 176.9 635.1 Boring and coring terminated at 176.9 feet.
Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-244 of 706 176.9