ML18003A516
| ML18003A516 | |
| 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: ML18003A516 (8) | |
Text
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: M. Flanik SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: J. Landeros/N. Molinalara Boring Orientation BORING NO.:
MP-108 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-550X (P)
Inclination: Vertical GROUND ELEV.:
798.5 ft (NAVD88) NORTHING:
570,052 US ft (NAD83) EASTING: 2,448,376 US ft (NAD83) Azimuth:
NA TOTAL DEPTH:
174.3 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (I D): 140-lb Auto (337153)
DATE STARTED:
7/24/13 COMPLETED: 7/31/13 I CASING DEPTH: 7.9 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 @ 8.1 ft 790.4 8.1 1.3 7:54 (1.3)
(0.9)
Run 1 ;
r~u.4 LIMESTONE (MICRITE), light gray (2.5Y 7/2) to gray (2.5Y 6/1) and grayish brown (2.5Y
- 0.
789.1 Q
1:15/0.3 100% 69%
5/2), weak to medium strong, very thinly to moderately bedded, moderately to slightly 5.0 (4.1)
(2.6)
Run 2 weathered, interbedded with few to little, laminated to very thin Calcareous SILTSTONE; 5:57 2:42 82%
52%
trace calcite filled pits, strong HCI reaction (Ben bolt Formation-Unit E) 1:34 8.2,8.7,9.2,9.3ft: BJ, 30°, PS, T-0, D, III-IV 8.9ft: J, 90°, SR, VT, A, I 4:33 9.6,10.1,10.6,10.8,12.3,12.4,12.5, 13.4,13.7,14.0ft: BJ, 30°, PS-PR, T-0, C-D, 111-V 4:11 10.0,10.8,13.2ft: J, 45-60°, PR-SR, 0, C-K, III-IV; Complete loss of drill fluid circulation at 10.0' 784.1 14.4 783_7 11.6-12.9ft: FZ, 30°, PS-PR, 0, K, IV, highly to moderately weathered with 0.9' core loss 14.8 1.1 1:47/1.1 (0.4)
(0.4)
Run 3A ~
783.0 15.5 36%
36%
WEATHERED ROCK: LIMESTONE, highly weathered to FAT CLAY (CH), brown (7.5YR4/4),
N 50/0.0 SS-5
~
soft, moist, high plasticity fines, trace fine sand, saprolitic, weak HCI reaction 782.5 16.0 3.4
- "UIU.4 (3.0)
(2.4)
Run 3B
_7§.11._ I SS-5: 15.5:16.0ft=3-~0/0.0' (N=50/0.0')
__ 1§.8 6:02 88%
71%
J~0:.1_6jlft,_F~.~~,_P~~,_()S,YJl..+/-_ QorEJ_ I()Ss_ ______ ________ I 4:59 LIMESTONE (MICRITE), light gray (2.5Y 7/2) to gray (2.5Y 6/1) and grayish brown (2.5Y 5/2) 779.1 19.4 5:03 to olive brown (2.5Y 4/3), weak to medium strong, very thinly to moderately bedded, 5.0 4:42 (4.9)
(2.4)
Run 4
~
moderately to slightly weathered, interbedded with few to little, laminated to very thin Calcareous SILTSTONE; trace calcite filled pits, strong HCI reaction 3:12 98%
48%
17.5,18.3,18.7ft: BJ, 30°, PS, PO, C-F, IV 2:49 19.7,20.6,21.6,23.0,23.3ft: BJ, 30°, PS, T-PO, B-C, Ill 21.0ft: J, 80°, PR, PO, C, Ill 3:40 21.8ft: J, 45°, US-PS, P0-0, H, V 774.1 24.4 4:19 22.2-22.4ft: FZ, 30°, PS, G, IV 23.5-23.6ft: FZ, 30°, PS, C-D, IV 5.0 4:24 (3.5)
(1.8)
Run 5 24.1-24.4ft: FZ, 45°, PS, C-D, IV 3:30 70%
36%
24.8,25.0,25.4,25.9,26.6,26.7,27.1,27.7,27.8ft: BJ, 30°, T-PO, C-D, III-IV 3:10 25.9ft: J, 45°, SR, T, B, II 27.9-29.4ft: FZ, highly to moderately weathered with 1.5' core loss 6:08 13:15 769.1 29.4 769.1 29.4 5.0 6:18 (5.0)
(4.3)
Run 6 CALCAREOUS SILTSTONE, bluish gray (108 5/1 ), weak to medium strong, laminated to very 100% 86%
thinly and moderately bedded, slightly weathered to fresh, interbedded with little to some, 3:17 laminated to very thin LIMESTONE (MICRITE), gray (N 5/), mostly planar bedding; slight 2:57 bioturbation, strong HCI reaction 2:57 29.9,30.1,30.4,30.9,31.1,32.9,34.0ft: BJ, 30°, T-PO, B-C, II-III 29.9-30.1,32.4-32.5ft: FZ, 30°, PS, 0, C, II 2:45 764.1 34.4 5.0 4:48 (5.0)
(3.2)
Run 7
~
_7§.31_ _3+/-:_5_24J.l51.ft:_B.J, ;3Cr,_P§_-LJ_S,_T £Q, ~Ill_ _________________
35.2 3:32 100% 64%
LIMESTONE (MICRITE/WACKESTONE), bluish gray (5PB 5/1) to dark bluish gray (5PB 4/1),
4:07 medium strong to strong, very thinly to moderately bedded, slightly weathered to fresh, interbedded with some, laminated to very thin Calcareous SILTSTONE, very dark gray (N 3/),
3:47 mostly planar to wavy/irregular and diffuse bedding, and few to trace very thin chert beds and 8:26 irregular lenses and nodules (gray to dark gray, with calcite filled tensional fractures 759.1 39.4 orthogonal to bedding); trace calcite filled fractures, strong HCI reaction 5.0 4:15 (5.0)
(4.2)
Run 8
~
35.7,36.1,36.3,36.6,36.9,37.5ft: BJ, 30°, PS-US, T-PO, B, Ill 3:33 100% 84%
38.0,38.1,38.6ft: FZ, 30°, PS-SS, 0-PO, F-G, Ill 39.3ft: J, 60°, T-PO, B, Ill, with calcite 3:01 41.4,41.5,43.0,43.4ft: BJ, 30°, PS-US, T-PO, B, II 2:57 43.6ft: J, 45°, SR, T-VT, A-B, 1-11 3:19 754.1 44.4 5.0 3:19 (5.0)
(4.8)
Run 9
~
46.1ft: BJ, 30°, US, T, B, II 3:11 100% 96%
-~2,+/-_---------------------------------- -- +/-§.1 3:22 LIMESTONE (MICRITE/WACKESTONE) with few (GRAINSTONE), gray (N 5/) to bluish gray (5PB 5/1 ), strong, laminated to moderately bedded, locally nodular, fresh, fossiliferous, 2:58 interbedded with some to little and few, laminated to thin Calcareous SILTSTONE, very dark 749.1 49.4 3:22 gray (N 3/), wispy/wavy to irregular and diffuse bedding; slight bioturbation, locally with coarse horizontal and vertical carbonate filled burrows, trace calcite filled pits and burrows, trace 5.1 3:12 (5.1)
(5.1)
Run 10
~
calcite filled fractures, trace pyrite, strong HCI reaction 2:34 100% 100%
48.9ft: BJ, 30°, US, T, B, II 2:33 48.8ft: J, 45°, PS, T-PO, B-C, II 2:34 2:40/1.1 744.0 54.5 4.9 4:12/0.9 (4.9)
(4.8)
Run 11
~
57.3,57.7ft: J, 60-70°, SR, T-PO, B, II 2:36 100% 98%
57.7,59.2ft: BJ, 30°, PS, T, B, II Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-85 of 706
GEOTECHNICAL CORING LOG a me SHEET 2 OF 4 BECHTEL PROJECT NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 COUNTY: Roane, TN I GEOLOGIST: M. Flanik SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: J. Landeros/N. Molinalara Boring Orientation BORING NO.:
MP-108 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-550X (P)
Inclination: Vertical GROUND ELEV.:
798.5 ft (NAVD88) NORTHING:
570,052 US ft (NAD83) EASTING: 2,448,376 US ft (NAD83) Azimuth:
NA TOTAL DEPTH:
174.3 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (I D): 140-lb Auto (337153)
DATE STARTED:
7/24/13 COMPLETED: 7/31/13 I CASING DEPTH: 7.9 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
~
LIMESTONE (MICRITE/WACKESTONE) with few (GRAINSTONE), gray (N 5/) to bluish gray 2:42 (5PB 5/1 ), strong, laminated to moderately bedded, locally nodular, fresh, fossiliferous, 2:45 interbedded with some to little and few, laminated to thin Calcareous SILTSTONE, very dark 739.1 59.4 gray (N 3/), wispy/wavy to irregular and diffuse bedding; slight bioturbation, locally with coarse 5.0 4:20 (4.9)
(4.7)
Run 12
~
horizontal and vertical carbonate filled burrows, trace calcite filled pits and burrows, trace 2:45 98%
94%
calcite filled fractures, trace pyrite, strong HCI reaction (continued) 2:49 59.5,59.6ft: BJ, 30°, PS, 0, C, Ill 60.3ft: BJ, 30°, US, T, B, II 2:51 2:29 734.1 64.4 5.1 3:44 (5.1)
(4.2)
Run 13
~
66.7ft: BJ, 30°, PR, T, B, II 2:32 100% 82%
67.5,67.9,68.3,68.4,68.8ft: BJ, 30°, PS-PR, T-PO, B, II 67.7ft: J, 80-90°, UR, T-PO, B, II 2:19 3:15 3:00/1.1 729.0 69.5 5.1 4:43 (5.1)
(4.4)
Run 14
~
71.9,72.2,72.4ft: BJ, 30°, US, T-PO, B, II 3:13 100% 86%
2:36 2:10 2:00/1.1 723.9 74.6 5.0 4:36 (5.0)
(4.0)
Run 15 74.6-75.1,76.1-76.3ft: FZ, 30-60°, PS-SS, T-PO, F, Ill 8:40 100% 80%
2:50 2:23 718.9 79.6 2:16 5.0 2:57 (5.0)
(5.0)
Run 16 2:05 100% 100%
2:08 2:04 713.9 84.6 2:02 5.0 2:54 (5.0)
(5.0)
Run 17 86.0ft: J, 45°, PR, VT, A, I 2:16 100% 100%
87.6ft: BJ, 30°, PS, PO, C, IV 2:09 1:58 708.9 89.6 1:53 5.0 3:11 (5.0)
(4.5)
Run 18 94.0-94.4ft: FZ, 60°, PR, 0-T, B-C, Ill 1:54 100% 90%
94.0ft: BJ, 30°, PS, T, B, II 1:59 2:09 703.9 94.6 2:35 5.0 5:03 (5.0)
(5.0)
Run 19 96.3,97.7,99.9ft: BJ, 30°, PS, T, B, II 2:39 100% 100%
2:24 2:37 698.9 99.6 2:31 5.0 3:11 (5.0)
(5.0)
Run 20
~
2:30 100% 100%
2:35 2:19 2:12 693.9 104.6 5.0 3:31 (4.9)
(4.9)
Run 21
- r Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-86 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: M. Flanik SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: J. Landeros/N. Molinalara Boring Orientation BORING NO.:
MP-108 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-550X (P)
Inclination: Vertical GROUND ELEV.:
798.5 ft (NAVD88) NORTHING:
570,052 US ft (NAD83) EASTING: 2,448,376 US ft (NAD83) Azimuth:
NA TOTAL DEPTH:
174.3 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (I D): 140-lb Auto (337153)
DATE STARTED:
7/24/13 COMPLETED: 7/31/13 I CASING DEPTH: 7.9 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 2:06 98%
98%
D LIMESTONE (MICRITE/WACKESTONE) with few (GRAINSTONE), gray (N 5/) to bluish gray 2:14 (5PB 5/1 ), strong, laminated to moderately bedded, locally nodular, fresh, fossiliferous, interbedded with some to little and few, laminated to thin Calcareous SILTSTONE, very dark 2:19 gray (N 3/), wispy/wavy to irregular and diffuse bedding; slight bioturbation, locally with coarse horizontal and vertical carbonate filled burrows, trace calcite filled pits and burrows, trace 688.9 109.6 2:11 calcite filled fractures, trace pyrite, strong HCI reaction (continued) 5.0 3:23 (5.0)
(5.0)
Run 22 :
106.7ft: BJ, 30°, US, PO, B, II, with trace calcite 2:13 100% 100%
110.8,113.2,114.3ft: BJ, 30°, PS, T-PO, B, II 2:15 2:13 683.9 114.6 2:16 5.0 3:35 (5.0)
(5.0)
Run 23
~
115.6,117.9ft: BJ, 30°, PS, T, B, II 2:07 100% 100%
2:12 2:14 2:10 678.9 119.6 5.0 3:54 (5.0)
(5.0)
Run 24
~
119.8,120.2,120.7,123.5ft: BJ, 30°, PS-US, T, B, II 2:28 100% 100%
2:12 2:22 2:22 673.9 124.6 5.0 3:35 (5.0)
(5.0)
Run 25
~
126.6ft: J, 75°, VT, A, I, with calcite 2:22 100% 100%
127.4ft: BJ, 30°, PS, PO, B, Ill 2:56 2:34 668.9 129.6 2:08 5.0 2:54 (4.9)
(4.6)
Run 26
~
130.6ft: BJ, 30°, PR, T, B, II 2:24 98%
92%
131.9ft: SH, 30°, PL, T-PO, C, II, with calcite 132.1 '132.4, 132.6, 132.8,133.1 '133.3, 133.5ft: SH, 30-50°, PL-UL, VT-T, A-B, C, 1-11, with 2:39 calcite 2:27 132.1-133.5ft: SZ, 30-50°, PL-UL, VT-T, A-B, C, I-ll, with calcite 663.9 134.6 2:40 5.0 2:54 (5.0)
(5.0)
Run 27
~
2:15 100% 100%
2:25 2:19 2:08 658.9 139.6 4.7 3:20 (4.7)
(4.7)
Run 28 2:19 100% 100%
2:02 2:15 654.2 144.3 1:50/0.7 5.0 3:10 (5.0)
(5.0)
Run 29 2:32 100% 100%
2:28 2:23 2:08 649.2 149.3 5.0 3:19 (5.0)
(5.0)
Run 30
~
151.9ft: BJ, 30°, PS, P0-0, B, II 2:26 100% 100%
2:28 2:10 2:03 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-87 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: M. Flanik SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: J. Landeros/N. Molinalara Boring Orientation BORING NO.:
MP-108 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-550X (P)
Inclination: Vertical GROUND ELEV.:
798.5 ft (NAVD88) NORTHING:
570,052 US ft (NAD83) EASTING: 2,448,376 US ft (NAD83) Azimuth:
NA TOTAL DEPTH:
174.3 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (I D): 140-lb Auto (337153)
DATE STARTED:
7/24/13 COMPLETED: 7/31/13 I CASING DEPTH: 7.9 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 644?
154.
5.0 3:32 (5.0)
(5.0)
Run 31
~
LIMESTONE (MICRITE/WACKESTONE) with few (GRAINSTONE), gray (N 5/) to bluish gray 100% 100%
(5PB 5/1 ), strong, laminated to moderately bedded, locally nodular, fresh, fossiliferous, 2:11 interbedded with some to little and few, laminated to thin Calcareous SILTSTONE, very dark 1:58 gray (N 3/), wispy/wavy to irregular and diffuse bedding; slight bioturbation, locally with coarse 2:00 horizontal and vertical carbonate filled burrows, trace calcite filled pits and burrows, trace calcite filled fractures, trace pyrite, strong HCI reaction (continued) 1:58 639.2 159.3 5.0 3:09 (5.0)
(5.0)
Run 32
~
2:04 100% 100%
1:52 2:00 1:59 634.2 164.3 5.0 2:40 (5.0)
(5.0)
Run 33
~
2:07 100% 100%
1:53 2:12 629.2 169.3 2:03
- 629.2 169.3 5.0 4:19 (4.9)
(4.9)
Run 34 CALCAREOUS SILTSTONE, very dark gray (N 3/) to dark greenish gray (10GY 4/1 ), strong, 98%
98%
laminated to thinly bedded, fresh, interbedded with some to little, laminated to thin 2:03 LIMESTONE (MICRITE), gray (N 5/), planar to amorphous and diffuse bedding; slight 2:00 bioturbation, trace calcite filled pits and burrows, strong HCI reaction 2:19 RUN 34: 0.1' Core loss, left in hole at termination of boring/coring 2:11 624.2 174.3 624.2 174.3 Boring and coring terminated at 174.3 feet.
Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-88 of 706
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Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-89 of 706
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Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-90 of 706 RUN INTEI~VAl lftl 11EC lltl I'!!* I RQD !ftl - (%)
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Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-91 of 706
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a me BECHTEL NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee GEOTECHNICAL BORING LOG Prepared By: MBL Date: 3/5/14 COUNTY: Roane, TN Checked By: JCM Date: 3/5/14 SHEET 1 OF 1 I GEOLOGIST: M. Flanik DRILLER: J. Landeros/N. Molinalara Boring Orientation BORING NO.:
MP-109 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-550X (P)
Inclination: Vertical GROUND ELEV.:
799.9 ft (NAVD88) NORTHING:
570,145 US ft (NAD83) EASTING: 2,448,296 US ft (NAD83)
Azimuth:
NA TOTAL DEPTH:
174.0 ft I SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I ROD TYPE: AWJ I HAMMER (ID):140-Ib Auto (337153)
DATE STARTED: 8/1/13 I COMPLETED: 8/3/13 I HOLE DIA.: 4" I CASING DEPTH: 6.3 ft I CORE SIZE:HQ3 I BITS USED: 4" Roller Cone ELEV. DEPTH BLOW COUNT (ft)
(ft) 0.5ft 0.5ft 0.5ft 0
20 799.9
~~~-~
u.u 13 16 15 796.9 3.0 4
37 36 794.2 5.7 r~ *.
50/0.4 50/0.1 BLOWS PER FOOT SAMP. L 40 60 80 0
100 NO.
G SOIL DESCRIPTION AND REMARKS Ground Surface
. ~C :
~>:~ooAa
- : : :. : : : : : 3: :
5B/~.
_oum 799.9 0.0 SS-1 FILL: SILTY GRAVEL with Sand (GM), pale brown (2.5Y 7/3), dense, dry, fine to coarse subangular gravel, some low plasticity fines, little fine to medium sand, strong HCI reaction 797.4 2.5 r-*-RESIDUAL soil: ci.AYEY-GRA VEL (GC), paie brown (i5Y--~
ss-2 W 7/4), very dense, dry to moist, fine to coarse subangular 1------ly/;:A/ ~
gravel, some low plasticity fines, strong HCI reaction 1-------l~
., ~...LWEATHERED "RocK: LlfvlESTONE,samPie"d as Grav8iiy_
5 Q
ss-3.=::; 1793.5 SILT (ML), light yellowish brown (2.5Y 6/4 ), hard, moist, low;.,r6.4
~
\\plasticity fines, little subangular gravel sized rock fragments,
\\strong HCI reaction 1-1-
1-1-
1-1-
1-1-
Soil drilling halted. Log continues on geotechnical coring log Observed water levels:
10.7 ft bgs, AM 8/2/13 8.1 ft bgs, AM 8/3/13 UL-----L---~~--~----~--~~------------------------------~--~--~--------------------------------------------..J Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-92 of 706