ML19030A619
| ML19030A619 | |
| 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: ML19030A619 (8) | |
Text
ame GEOTECHNICAL CORING LOG SHEET 3 OF 7 BECHTEL PROJECT NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 COUNTY: Roane, TN I GEOLOGIST: J. Terry SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: G. Akins/K. Amburn Boring Orientation BORING NO.: MP-420 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: D-120 (MW-2) Inclination: Vertical GROUND ELEV.: 803.1 ft (NAVD88) NORTHING: 572,033 US ft (NAD83) EASTING: 2,446,918 US ft (NAD83) Azimuth: NA TOTAL DEPTH: 319.4 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (I D): 140-lb Auto (R308)
DATE STARTED: 6/21/13 COMPLETED: 7/7/13 ICASING DEPTH: 48.4 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 683.7 119.4 5.0 2:35 2:26 (5.0) (4.8)
~ ~13§.41_----------------------------------
CRYSTALLINE DOLOMITE, fine to medium grained, light gray (10R 7/1) to pale red (7.5R
__1~.0
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Run 24 6/2) and weak red (7.5R 5/2) becoming gray (10R 6/1) to greenish gray (10GY 6/1) with weak 2:12 100% 96% red (10R 5/2) and light gray (10YR 7/2), slightly mottled, trace iron oxide staining, weak to 2:24
~ medium strong and strong, laminated to thinly bedded, slightly weathered to fresh, trace chert nodules (white), trace very thin to laminated quartz sand lenses; trace calcite and dolomite
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2:19 _ filled pits and vugs (separate/non-touching), no to weak HCI reaction 2:44 123.6,123.8ft: J,20-25W, SR, 0, D, Ill 678.7 124.4 7 5.0 3:53 (5.0) (5.0) Run 25 3:48 100% 100%
~ 123.6-126.4ft: LIMESTONE (MICRITE), weak red (7.5R 5/2) with gray (10YR 6/1), very thinly bedded, with disturbed bedding
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2:26 2:07 673.7 129.4 5.0 1:53 2:08 (5.0) (5.0) Run 26
~ 130.2ft: BJ, 30°, US, T-PO, D, Ill 2:26 100% 100%
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2:41
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2:07 1:59 668.7 134.4 2:55 7
5.0 (5.0) (4.9) Run 27 2:31 100% 98%
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2:33 2
2:25 2:28 663.7 139.4 139.9ft: J, 35°, SR, 0-MO, D, Ill
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5.0 2:13 (4.7) (4.4) Run 28 2:02 94% 88% 141.5ft: BJ, 20°, PS, PO, D, Ill 143.7ft: J, 40°, SR, P0-0, D, Ill 2:17 2:16 ~
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1:47 658.7 144.4 4.5 2:26 (4.5) (2.3) 144.5-144.9ft: FZ/SZ, 50-75°, SR, P0-0, F, Ill
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Run 29 2:10 100% 51% 145.2°, J, 20°, SR, 0-MO, D, Ill
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146.3-147.7ft: FZ/SZ, 10-60°, SS-PS, T-0-PO, D, Ill 2:02
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1:59 h
654.2 148.9 1:58/0.5 653.8 149.3 R!'i::l 14~ 0.5 1:52/0.5 (0.5) (0.0) Run 30 ----------------------------------------
100% 0% Run 31 LIMESTONE (MICRITE), gray (5Y 6/1 ), strong, very thinly bedded, slightly weathered to fresh, 5.0 4:49 5:20 (5.0) 1(42) few laminated shaley partings, few open pits and vugs (separate) and carbonate clasts in coarsely dolomitized matrix; weak to strong HCI reaction 3:40 100% 84% 149.5,149.9ft: BJ, 30-35°, URIPR, T-PO, C-D, Ill 2:25 _6~0,+/-_ ~1~2_-1_fl2_:_6f_t:_F_p~Z,]0:_4~ <Jr]d_6Q:8Ct ,£'~~._§-lj,_lll _____________ ~-1~.7
~
- CRYSTALLINE DOLOMITE, fine to coarse grained, gray (10YR 4/1-5/1) to gray (10YR 6/1) 1:40 with brownish yellow (10YR 6/6) to greenish gray (10Y 6/1), trace iron oxide staining, medium 648.7 154.4 strong to strong, thinly bedded to moderately and thickly bedded, locally laminated, slightly g~
5.0 2:06 (5.0) (3.2) Run 32 100% 64% weathered, with trace to few very thin chert beds, lenses, and nodules (mostly white, few light 2:27 gray to brownish gray), trace laminated siltstone/shale, light grayish green (5GY 6/2), locally g
2:20 with little to some pits and vugs, most open separate/non-touching and lined with calcite, dolomite, possible fluorite and sphalerite; trace calcite and dolomite filled pits through-out, 1:56
- healed fractures through-out, no to weak HCI reaction 2:07 153.3ft: BJ, 10-15°, PR, PO, D, Ill 643.7 159.4 g~
5.0 1:42 (5.0) (4.8) Run 33 153.8-154.4ft: SH, 50-70°, VT-PO, A, II 100% 96% 154.2ft: BJ, 45°, UR, T-PO, D, Ill 1:47 154.3-155.0ft: J, 80°, T-PO, C, Ill 1:48 155.1ft: BJ, 30°, PO, C, Ill 155.1-156.2ft: FZ/SZ, 30-65°, P0-0, C, Ill
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1:41 156.2-157.6ft: FZ/SZ, 30-90°, T-PO, A, II 1:27 157.6ft: BJ, 35°, UR, T-PO, D, Ill 638.7 164.4 158.1,158.4ft: BJ, PR, T-PO, D, Ill 5.0 1:37 (5.0) (4.0) Run 34
~
161.0-161.5ft: FZ, 30° and 60° 1:51 100% 80%
Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-588 of 706
ame GEOTECHNICAL CORING LOG SHEET 4 OF 7 BECHTEL PROJECT NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 COUNTY: Roane, TN I GEOLOGIST: J. Terry SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: G. Akins/K. Amburn Boring Orientation BORING NO.: MP-420 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: D-120 (MW-2) Inclination: Vertical GROUND ELEV.: 803.1 ft (NAVD88) NORTHING: 572,033 US ft (NAD83) EASTING: 2,446,918 US ft (NAD83) Azimuth: NA TOTAL DEPTH: 319.4 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (I D): 140-lb Auto (R308)
DATE STARTED: 6/21/13 COMPLETED: 7/7/13 ICASING DEPTH: 48.4 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 2:05 CRYSTALLINE DOLOMITE, fine to coarse grained, gray (10YR 4/1-5/1) to gray (10YR 6/1) 6~
1:56 with brownish yellow (10YR 6/6) to greenish gray (10Y 6/1), trace iron oxide staining, medium
- strong to strong, thinly bedded to moderately and thickly bedded, locally laminated, slightly 1:38 633.7 169.4 weathered, with trace to few very thin chert beds, lenses, and nodules (mostly white, few light g~
5.0 2:06 (5.0) (4.1) Run 35 gray to brownish gray), trace laminated siltstone/shale, light grayish green (5GY 6/2), locally 100% 82% with little to some pits and vugs, most open separate/non-touching and lined with calcite, 1:44 dolomite, possible fluorite and sphalerite; trace calcite and dolomite filled pits through-out, 1:44 healed fractures through-out, no to weak HCI reaction (continued)
~
1:45 163.2-163.7ft: FZ/SZ, 30-70°, SR, P0-0, D, Ill
- 165.6-166.0ft: FZ/SZ, 20-90°, SR, P0-0, D, Ill 1:46 166.6-169.2ft: FZ, 30-40° and 60-90°, VT, A, I, spaced at about 0.05-0.1' 628.7 174.4 5.0 2:18 (5.0) (4.7) Run 36 168.4ft: J, 10°, SR, 0-MO, F, Ill g~
100% 94% 170.3ft: BJ, 30°, SR, P0-0, F, Ill 2:14 172.6-174.5ft: FZ/SZ, 30-40° and 20-90°, VT, A, Ill 2:13 174.6,178.8ft: BJ, 35°, SR, VT, D, Ill 174.6-175.8ft: J, 80°, SS, VT, A, I 2:45
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- 176.0ft: J, 70°, UR, T-0, C, Ill 2:44 177.0,177.5ft: BJ, 35-40°, PR, PO, D, Ill 623.7 179.4 g
5.0 2:49 (5.0) (5.0) Run 37 180.8ft: BJ, 35°, PR, T-PO, D, Ill 2:16 100% 100%
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1:48
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1:36 g
1:47 618.7 184.4 5.0 1:58 (5.0) (5.0) Run 38 188.1-188.6ft: J, 70°, PR, T-PO, D, Ill g
2:04 100% 100% 189.2-189.7ft: FZ/SZ, 55-65°, SR, T, D, Ill 2:11 2
2:04 2:11 613.7 189.4 g~
5.0 1:48 (5.0) (5.0) Run 39 1:51 100% 100%
2:09
_ 6 1 0 , +/- _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - __1~p
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2:58
- LIMESTONE (MICRITE), gray (10YR 6/1, 2.5Y 6/1), medium strong to strong, laminated to 3:42 thinly bedded, slightly weathered to fresh, few laminated to very thin clayey siltstone/shale 608.7 194.4 3:28 beds and wispy/wavy partings, greenish gray (10GY 5/1) and very dark gray (10YR 3/1, 2.5Y 5.0 (5.0) (4.1) Run 40
~
3/1) to dark yellowish brown (10YR 4/6), trace to few chert nodules (dark grayish brown to gray 3:34 100% 82%
and black); few calcite filled pits, few stylolites, strong HCI reaction 4:21 193.5,195.0,195.4,197.6,197.8ft: BJ, 35° PS-PR, T-PO, D, Ill 195.2ft: J, 50°, SR, P0-0, D, Ill 3:41 4:20 603.7 199.4 5.0 5:14 (5.0) (3.0) Run 41 199.3,199.5,202.0ft: BJ, 35-40°, PR, T-PO, D, Ill 4:14 100% 60% 200.5,201.0,202.8ft: BJ, 35°, PR, PO, B, II 201.4ft: BJ, 35°, PR, PO, C, Ill 4:43 201.4,201.6,202.0,203.2,203.5,203.7,204.0ft: J, OS, PR, P0-0, B-C, II 7:15 7:04 598.7 204.4 5.0 5:48 (5.0) (4.6) Run 42 205.9ft: J, 40°, PR, 0-MO, C, Ill 6:30 100% 92% 207.6ft: J, 20°, US, 0-MO, C, Ill 6:45 6:01 7:37 593.7 209.4 5.0 11:10 (5.0) (4.8) Run 43 212.9ft: BJ, 30°, PS, T-PO, C, II 8:13 100% 96%
8:03 7:33 8:39 588.7 214.4 5.0 6:46 (5.0) (3.9) Run 44 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-589 of 706
ame GEOTECHNICAL CORING LOG SHEET 5 OF 7 BECHTEL PROJECT NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 COUNTY: Roane, TN I GEOLOGIST: J. Terry SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: G. Akins/K. Amburn Boring Orientation BORING NO.: MP-420 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: D-120 (MW-2) Inclination: Vertical GROUND ELEV.: 803.1 ft (NAVD88) NORTHING: 572,033 US ft (NAD83) EASTING: 2,446,918 US ft (NAD83) Azimuth: NA TOTAL DEPTH: 319.4 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (I D): 140-lb Auto (R308)
DATE STARTED: 6/21/13 COMPLETED: 7/7/13 ICASING DEPTH: 48.4 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 7:27 100% 78% LIMESTONE (MICRITE), gray (10YR 6/1, 2.5Y 6/1), medium strong to strong, laminated to D
thinly bedded, slightly weathered to fresh, few laminated to very thin clayey siltstone/shale 8:14 beds and wispy/wavy partings, greenish gray (10GY 5/1) and very dark gray (10YR 3/1, 2.5Y 7:32 3/1) to dark yellowish brown (10YR 4/6), trace to few chert nodules (dark grayish brown to gray
- and black); few calcite filled pits, few stylolites, strong HCI reaction (continued) 5:10 583.7 219.4 5.0 5:57 (5.0) (4.1) Run 45 215.3ft: BJ, 30°, SS, PR, F, Ill
~
5:59 100% 82% 217.7,217.8ft: J, 40°, PR, C, Ill 218.1,218.6,218.9ft: BJ, 30°, PS, C, Ill 7:16 218.3ft: J, 0°, SR, F, Ill 12:46 218.8ft: J, 50°, PR, T-PO, C, Ill
- 220.7ft: BJ, 35°, SS, D, Ill 8:55 578.7 221.2,221.3,221.4,221.6,221.7ft: BJ, 35°, PS, C-D, Ill 224.4 578.7 224.4 5.0 1:31 (5.0) (5.0) Run 46 - - ~~~ft:_ ~.l_0~5_o, f>_R,_B,_II _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J - -
4:05 100% 100%
~ CRYSTALLINE DOLOMITE, fine to medium grained, gray (N 5/-N 6/, 10YR 5/1) to slight light yellowish brown (10YR 6/4) to dark yellowish brown (10YR 3/6), medium strong to strong, very
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4:29 thinly to thinly bedded, slightly weathered to fresh, moderately bedded chert cemented chert 3:20 nodules and dolomite clasts from 227.7'-228.3' (white to gray); becomes slightly silicified with
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- little to some open, separate/non-touching pits and vugs lined with calcite and dolomite at 2:26 573.7 228.4'-229.4'; no to weak HCI reaction 573.7 229.4 229.4 5.0 10:09 (5.0) (4.3) Run 47 - - -LiMESTONE(MTCRrfEfgray(10YR 5T1)with weakrecf(fOR473fyelfow (TOR776fandTrace - - -
100% 86% dusky red (10R 3/4) mottling, strong, thinly to moderately bedded, slightly weathered to fresh, 13:20 few to little irregular/wavy laminated clayey siltstone/shale partings, dark gray (10YR 4/1) and 10:57 dark greenish gray (10Y 4/1), trace to few thin to moderate chert beds, lenses, and nodules 8:19 (dark reddish brown and red to dark gray); trace calcite filled pits, trace stylolites, strong HCI
- reaction; becomes dolomitic limestone grading to crystalline dolomite over last 0.5' of interval 12:07 568.7 234.4 229.7ft: BJ, 40°, US, T, B, II 5.0 6:15 (5.0) (4.8) Run 48 230.8,231.0,231.9,232.3,232.9,233.8ft: J, OS, PR, P0-0, B-C, II
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5:18 100% 96% 231.1ft: J, 45°, PR, T-PO, C, Ill 234.8ft: J, 25°, UR, T-PO, C, Ill 5:12 236.9,237.0ft: J, 35°, UR, T-PO, C, Ill 4:44 238.1ft: BJ, 25°, UR, T, B, II
- 238.7,239.1ft: BJ, 30°, PR, C, Ill 4:54 238.4-239.3ft: J, 50-70°, VT, A, I, spaced at about 0.2' 563.7 239.4 5.0 4:40 (5.0) (5.0) Run 49 4:27 100% 100%
4:16 4:14 4:09 558.7 244.4 5.0 7:13 (5.0) (5.0) Run 50 245.9ft: BJ, 25°, SR, T, C, II 5:54 100% 100% 246.0-246.6,247.0ft: J, 85° and 65°, VT, A, I 246.2, 246.9ft: J, 0-10°, PR-PS, 0-MO, B, II 5:04 248.4ft, J, 20°, PR, T, B, II 6:10 5:51 553.7 249.4 5.0 5:35 (5.0) (4.9) Run 51 251.4-251.6,253.4-253.7ft: J, 35° and 60°, VT, A, I
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5:51 100% 98% 253.8ft: BJ, 30°, PS, 0-MO, C, Ill 4:53 4:57 5:24 548.7 254.4 5.0 5:43 (5.0) (5.0) Run 52 255.9ft: BJ, 40°, US, T, D, II
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5:15 100% 100% 259.1ft: J, 50°, VT-PO, A, I 4:29
_ 5 +/- _ 5 , § _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - __2§7..5 2:52 _ CRYSTALLINE DOLOMITE, fine to medium grained, light olive gray (5Y 6/2) to weak red (5R 4/2) with very dusky red (5R 2.5/2) and reddish gray (5 R 5/1 ), strong, moderately bedded to 543.7 259.4 2:17
~ laminated, slightly weathered to fresh, trace nodules of limestone, few dolomite filled to 5.0 2:25 (5.0) (5.0) Run 53
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partially open pits and vugs (separate/non-touching); weak HCI reaction 4:04 100% 100% 542.0 260.3ft: BJ, 40°, SR, T-PO, C, Ill 261.1
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4:56 4:43 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-590 of 706
ame GEOTECHNICAL CORING LOG SHEET 6 OF 7 BECHTEL PROJECT NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 COUNTY: Roane, TN I GEOLOGIST: J. Terry SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: G. Akins/K. Amburn Boring Orientation BORING NO.: MP-420 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: D-120 (MW-2) Inclination: Vertical GROUND ELEV.: 803.1 ft (NAVD88) NORTHING: 572,033 US ft (NAD83) EASTING: 2,446,918 US ft (NAD83) Azimuth: NA TOTAL DEPTH: 319.4 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (I D): 140-lb Auto (R308)
DATE STARTED: 6/21/13 COMPLETED: 7/7/13 ICASING DEPTH: 48.4 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 538.7 ?f'>Ll 4:15 LIMESTONE (MICRITE), gray (10YR 6/1), with some CRYSTALLINE DOLOMITE, fine to 5.0 2:45 (5.0) (4.8) Run 54 medium grained, gray (10YR 6/1), weak red (5R 4/2), very dusky red (5R 2.5/2) and reddish 2:36 100% 96% gray (5R 5/1 ), moderately to thickly interbedded, individual beds are strong, very thinly to thinly bedded, locally laminated, slightly weathered to fresh, trace dolomite cemented medium 4:53 grained, rounded quartz sand lenses; healed fractures through-out dolomite beds, trace calcite 4:13 filled pits, stylolitic, strong to weak HCI reaction (continued)
- 263.2ft: J, 30°, PR, 0-MO, C, Ill 2:32 268.0ft: J, 55°, SR, T, C, Ill 533.7 269.4 5.0 2:09 (5.0) (4.9) Run 55 270.3-271.0ft: 30-40° and 40-90°, VT, A, I
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100% 98% 271.0ft: BJ, 35°, PR, T-PO, D, Ill 2:51 273.2ft: BJ/J, 30-40°, PR, T-PO, D, II 2:55 2:43
- 529.6 273.5 2:09 CRYSTALLINE DOLOMITE, fine to medium grained, gray (10YR 5/1) to very dark gray (10YR 528.7 274.4 5.0 1:48 (5.0) (5.0) 3/1, 5YR 4/1), with trace dusky red (10R 3/2), weakly mottled, becoming dark gray (10YR 4/1)
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Run 56 100% 100% with dark greenish gray (5GY 4/1) to gray (10YR 6/1), strong, thinly to very thinly bedded 1:48 becoming moderately to thickly bedded with depth, fresh, trace very thin dolomite cemented 1:46 1:41 ~ quartz sand lenses and scattered quartz sand grains, trace moderately bedded chert cemented sandstone lenses, dark red (2.5YR 3/6) to light brown (7.5YR 6/4) and greenish
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- gray (5G 6/1 ), and very thin to then chert beds and lenses (white to light gray and red to dark 1:54 gray); healed fractures through-out, trace calcite filled pits, trace stylolites, weak to no HCI 523.7 279.4 reaction 5.0 1:42 (5.0) (4.9)
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Run 57 276.0,276.3ft: J, 50°, VT, A, I 1:49 100% 98% 276.2,278.1ft: BJ, 25°, PR, T-PO, B-C,11-111 1:45
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1:44 1:55 518.7 284.4 5.0 1:28 (5.0) (5.0) Run 58 285.8ft: BJ, 25°, UR, 0, D, II 1:46 100% 100%
~ 286.7,287.2ft: BJ, 35°, T-PO, D, Ill
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1:47 1:36
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2:11 513.7 289.4 5.0 2:20 (5.0) (4.9) Run 59 291.9,293.2ft: BJ, 25°, UR, T-PO, Ill 2:29 100% 98%
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2:33
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2:29
= 5 Q . 9 § _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - __2~.3 4:45 LIMESTONE (MICRITE), gray (10YR 5/1), strong, very thinly bedded, slightly weathered to 508.7 294.4 fresh, trace wavy/wispy laminated siltstone/shale partings, trace very thin to moderate irregular 5.0 3:42 (5.0) (5.0) Run 60
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chert beds (red orange to reddish brown, dark gray, gray, and white); trace calcite filled pits, 3:44 100% 100% trace stylolites, strong HCI reaction 3:29 295.1,296.2,297.3,298.0,298.5ft: BJ, 30-35°, PR, T, B-C, II 299.3ft: BJ, 20°, UR, T, A, I 3:12 3:53 503.7 299.4 5.0 3:44 (5.0) (5.0) Run 61 300.6,302.6,302.9ft: BJ, 30°, PR, T-PO, B-C,11-111
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3:13 100% 100%
3:36 3:19 _5Q.O]_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _3~.8
- CRYSTALLINE DOLOMITE, fine to coarse grained, gray (10YR 6/1-5/1), greenish gray (5GY 2:51 6/1-5/1), gray (7.5YR 5/1), and trace very dark brown (7.5YR 2.5/2), locally with dusky red (5R 498.7 304.4 5.0 2:44 (5.0) (4.9) Run 62 3/2), strong, very thinly to thinly bedded, slightly weathered to fresh, trace very thin to thin chert 2:27 100% 98%
~ beds, lenses, and nodules (white to gray, dark gray, reddish brown, and dark red); trace thin dark gray (7.5YR 4/1 ), medium rounded quartz sandstone lenses with limestone clasts, healed
~
2:13 fractures through-out, trace to few dolomite and calcite filled pits, weak to no HCI reaction 307.7ft: BJ, 35°, SR, P0-0, D, Ill 2:29
~
- 308.8ft: J, 60°, US, PO, C, Ill 2:41 493.7 309.4 5.0 2:11 (5.0) (4.5) Run 63 309.5, 309.8ft: BJ, 30°, PR, T-PO, B-C, II
~
2 2:13 100% 90% 312.3ft: BJ, 35°, US, 0-MO, D, Ill 313.4-313.6ft: FZ/BJ, 40°, PR, D, Ill 2:18 314.1ft: FZ, 0°,30° and 60°, PR, P0-0, D, Ill Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-591 of 706
ame GEOTECHNICAL CORING LOG SHEET 7 OF 7 BECHTEL PROJECT NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 COUNTY: Roane, TN I GEOLOGIST: J. Terry SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: G. Akins/K. Amburn Boring Orientation BORING NO.: MP-420 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: D-120 (MW-2) Inclination: Vertical GROUND ELEV.: 803.1 ft (NAVD88) NORTHING: 572,033 US ft (NAD83) EASTING: 2,446,918 US ft (NAD83) Azimuth: NA TOTAL DEPTH: 319.4 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (I D): 140-lb Auto (R308)
DATE STARTED: 6/21/13 COMPLETED: 7/7/13 ICASING DEPTH: 48.4 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 2:16 CRYSTALLINE DOLOMITE, fine to coarse grained, gray (10YR 6/1-5/1), greenish gray (5GY 488.7 314.4 2:15 ~- 6/1-5/1), gray (7.5YR 5/1), and trace very dark brown (7.5YR 2.5/2), locally with dusky red (5R 3/2), strong, very thinly to thinly bedded, slightly weathered to fresh, trace very thin to thin chert g~
5.0 1:57 (5.0) (5.0) Run 64 beds, lenses, and nodules (white to gray, dark gray, reddish brown, and dark red); trace thin 2:05 100% 100% dark gray (7.5YR 4/1 ), medium rounded quartz sandstone lenses with limestone clasts, healed fractures through-out, trace to few dolomite and calcite filled pits, weak to no HCI reaction 2:00 (continued)
~
1:59 2:51 483.7 319.4 483.7 319.4 Boring and coring terminated at 319.4 feet.
Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-592 of 706
MP-420 -Boxes 3 and 4 AMEC PIWJECT Gt.£il! 13 11m BORI G MP-tfJ..O ilOX _c_._'_
DEPTH 6q. :J (ti)TO '{. fit)
Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-593 of 706
CUNCH RIVER SM PROJECT HUN "'L lfU lftl !It}- 1"1 l AMEC PROJECT (1468131072 f?.t-W /'1 1q~ 'JWcdr.~1/4 'l {'lar.j~ (.'(12 t.)
oRJNr. Mf '/~0 ox _(_ RUN ~: l~<i)i. YO.<t)/f 9'tcot/1'{_(1'fT.) "'_
PEPTH qq Y (lr}TO _Jl ~ !:Litt)
~ 1 I .~-Jo'f.rl'(l.l'}/ **o ,.,~.) rH 7/.)
f<UIJ aa...JJJJ...tt 11'/f(r.o)/r; o{!oo%)/'1'1 ('l8fl _
AMEC PROJECT f1468 13 1072 8fJR/Nr. Mf-V 0 flO)( _ _
DEPTH 1/l{. 1./ fi iJW t.=_:.:.J__..!:
AMEC PIWJECT l!tif,/113 11177 BORING ~:M_O BOX 9 DEPTH j:Jq .t.{ _(I!) TO . ftJI/. V (ttl Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-594 of 706
on BORING Mf-l.f;! 0 BOX ..liZ_
DEPTH I r;q . v /fl/ TO 17/.f:lj (ttl Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-595 of 706