ML18003A728
| ML18003A728 | |
| 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: ML18003A728 (10) | |
Text
a me BECHTEL NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee BORING NO.:
MP-422 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: J. Terry DRILLER: G. Akins/K. Amburn Boring Orientation DRILL MACHINE: D-120 (MW-2)
Inclination: Vertical GROUND ELEV.:
799.9 ft (NAVD88) NORTHING:
570,424 US ft (NAD83) EASTING: 2,448,732 US ft (NAD83)
Azimuth:
NA TOTAL DEPTH: 320.0 ft I SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I ROD TYPE: AWJ I HAMMER (I D): 140-lb Auto (R308)
DATE STARTED: 6/7/13 I COMPLETED: 6/20/131 HOLE DIA.: 4" ELEV.
(ft) 799.9
~~~-~
797.5 795.1 792.5 790.0 DEPTH BLOW COUNT BLOWS PER FOOT (ft) 0.5ft 0.5ft 0.5ft 0
20 40 60 Ground Surface u.u 2
3 3
2.4 3
4 7
11 4.8 3
6 9
7.4 10 22 43 5
9.9 100/0.3 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-611 of 706 I CASING DEPTH: 11.oft I coRE SIZE:HQ3 I BITS USED: 4" Roller Cone SAMP.
L 80 100 0
SOIL DESCRIPTION AND REMARKS NO.
G 799.9 0.0 SS-1
~
FILL: LEAN CLAY (CL), brown (10YR 6/6) to dark brown (2.5YR 3/4), medium stiff, moist, low to moderate plasticity
~
~9~ fines, few fine angular gravel, trace coarse sand, strong HCI ~2Q
ss:2
~~~~------------------1 RESIDUAL SOIL: LEAN CLAY (CL), brown (7.5YR 5/8) to
{0 brown (10YR 5/6), stiff, moist, moderate plasticity fines, few
ss:3 I-fine angular gravel, trace coarse sand, no HCI reaction on
{0 fines, strong HCI reaction on gravel
- I
~~----------------------7Q
~
RESIDUAL SOIL: Sandy LEAN CLAY with Gravel (CL),
brown (10YR 4/4) to brown (10YR 5/6), hard, moist to wet,
~
l:79~ non-plastic to low plasticity fines, little fine to coarse sand,......9Q
~
1-J!~
_!!!l!':.._t~ co~~ ]!"~e.!,_~~~
s.!!:_o.!:!9_!:!'2_r~~O_.!:!_ __ 1 100/0.
SS-5 789.2 WEATHERED ROCK: LIMESTONE, sampled as Sandy 10.7 SILT with Gravel (ML), light brown (10YR 5/4) to light gra~r (10YR 5/1), hard, moist, non-plastic fines, some coarse sand, little fine gravel, strong HCI reaction Soil drilling halted. Log continues on geotechnical coring log I-Observed water levels:
0.5 ft bgs, AM 6/8/13 15.4 ft bgs, AM 6/9/13 8.8 ft bgs, AM 6/10/13 7.3 ft bgs, AM 6/11/13 8.4 ft bgs, AM 6/12/13 8.1 ft bgs, AM 6/13/13 I-13.7 ft bgs, AM 6/18/13 10.1 ft bgs, AM 6/19/13 10.9 ft bgs, AM 6/20/13 32.1 ft bgs, AM 6/21113 1-1-
I-1-
1-
a me GEOTECHNICAL CORING LOG Prepared By: MBL Date: 3/5/14 Checked By: JCM Date: 3/5/14 SHEET 1 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-422 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: D-120 (MW-2)
Inclination: Vertical GROUND ELEV.:
799.9 ft (NAVD88) NORTHING:
570,424 US ft (NAD83) EASTING: 2,448,732 US ft (NAD83) Azimuth:
NA TOTAL DEPTH: 320.0 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (I D): 140-lb Auto (R308)
DATE STARTED:
6/7/13 COMPLETED: 6/20/13 leASING DEPTH: 11.0ft 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@ 10.7 ft 789.2 10.7 4.3 4:00 (3.5)
(0.0)
Run 1 D
IO~.L LIMESTONE (MICRITE), dark gray (10YR 4/1) to brown (10YR 4/3), weak to medium 9:00 81%
0%
strong, very thinly to thinly bedded, moderately to slightly weathered, interbedded with few to little, very thin Calcareous SILTSTONE, very dark gray (N 3/); locally to highly weathered, 9:30 strong HCI reaction (Benbolt Formation-Unit E) 7:00 10.7-11.0ft: core mechanically reduced to rubble 784.9 15.0 2:50/0.3 11.0-15.0ft: BJ, 30-35°, PR, T-0, C-D, Ill, spaced atabout0.1' 5.0 (3.1)
(0.0)
Run 2 :
12.3,13.4,14.5ft: J, 50-60°, UR, T-PO, B, Ill 2:32 62%
0%
17.0-20.0ft: FZ/BJ, 30-35°, PS, PO, B-C, Ill, spaced at about 0.1' 0:02 18.6,19.8ft: J, 50-60°, SR, PO, B, Ill 7:02 20.0-20.7ft: FZ/BJ, 25-30°, PR-PR, T-PO, B-C, II-III, spaced at about 0.1' 4:04 20.7ft: J, 50-60°, SR, PO, B, Ill 779.9 20.0 5:28 Run 3 IU.
5.0 NO (5.0)
(3.0)
~
100% 60%
~ 7Z.8,g_ ____________________________________ ~.o 774.9 769.9 764.9 759.9 754.9 749.9 744.9 NO LIMESTONE (MICRITE/WACKESTONE), gray to dark gray (N 5/-N 4/), medium strong, very NO thinly to moderately bedded, locally nodular, fresh, fossiliferous, interbedded with little to some, laminated to thin shaley Calcareous SILTSTONE, very dark gray (10YR 3/1) to NO greenish black (10Y 2.5/1), planar and diffuse to wavy/wispy and irregular bedding; slight 25.0 NO bioturbation, trace calcite filled pits, trace pyrite, strong HCI reaction 5.0 3:00 (5.0)
(3.5)
Run 4
~
24.1-24.2ft: BJ, 30-35°, PS-PR, T, B, II 2:26 100% 70%
25.0-28.3ft: J, 50-60°, SR, PO, B, II, spaced at about 0.1' 25.7ft: BJ, 25°, PR, PO, B, II 2:10 27.2,28.7,28.9,29.3,29.5,29.6ft: BJ, 25-35°, PS-PR, T, B, II 1:57 28.3-28.5ft: J, 50-60°, VT, A, I 30.0 2:20 5.0 6:00 (5.0)
(4.7)
Run 5 30.6-30.7ft: J, 70°, SR, T, A, II 4:56 100% 94%
30.8,30.9,31.2,32.2,33.4,34.0ft: BJ, 30-35°, PS-PR, T, B, II 31.2ft: J, 35-40°, SR, P0-0, A, II 3:54 32.2-32.3ft: J, 35-40°, SR, 0, A, II 4:34 33.3ft: J, 60-70°, SR, A, II 35.0 4:38 34.7ft: J, 35-40°, SR, 0, D, II 5.0 4:50 (4.9)
(4.6)
Run 6 35.1,35.2,35.5,35.7ft: BJ, 30-35°, PS-PR, T-0, B, II 4:07 98%
92%
36.2,36.6,38.1-38.2,38.4,38.5,38.6,38.9,39.0ft: J, 60-70°, SR, T-PO, A, II 3:27 3:00 40.0 2:56 5.0 2:37 (5.0)
(5.0)
Run 7 44.2ft: J, 45°, PR, T, B, II 2:26 100% 100%
2:36 2:45 45.0 2:33 5.0 3:13 (5.0)
(5.0)
Run 8 2:24 100% 100%
2:39 2:19 50.0 2:27 5.0 3:53 (4.8)
(4.2)
Run 9 50.5,53.9,54.3,54.6ft: BJ, 30°, PR, T-PO, B, II 2:00 96%
84%
1:58 2:16 55.0 3:39 5.0 5:20 Run 10 (5.0)
(5.0) 2:58 100% 100%
_7+/-_31._---------------------------------- -- ~.2 2:00 1:45 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-612 of706
GEOTECHNICAL CORING LOG a me SHEET 2 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-422 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: D-120 (MW-2)
Inclination: Vertical GROUND ELEV.:
799.9 ft (NAVD88) NORTHING:
570,424 US ft (NAD83) EASTING: 2,448,732 US ft (NAD83) Azimuth:
NA TOTAL DEPTH: 320.0 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (I D): 140-lb Auto (R308)
DATE STARTED:
6/7/13 COMPLETED: 6/20/13 leASING DEPTH: 11.0ft 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 739.9 60.0 1:50
~
LIMESTONE (MICRITE/WACKESTONE), gray to dark gray (N 5/-N 4/), medium strong, very 5.0 1:48 (5.0)
(5.0)
Run 11
~
thinly to moderately bedded and nodular, fresh, fossiliferous, interbedded with few to some, 1:35 100% 100%
laminated to thin shaley Calcareous SILTSTONE, very dark gray (1 OYR 3/1) to greenish black (1 OY 2.5/1 ), wavy/wispy and irregular to diffuse bedding; slight bioturbation, trace calcite filled 1:29 pits, trace pyrite, strong HCI reaction (continued) 1:34 59.8,60.3ft: J, 45°, UR, T-PO, B, II 734.9 65.0 1:35 3.1 2:08 (3.1)
(3.1)
Run 12
~
1:50 100% 100%
1:41/1.1 731.8 68.1 1.9 3:38 (1.9)
(1.9)
Run 13
~
3:34/0.9 100% 100%
729.9 70.0 5.0 3:08 (5.0)
(5.0)
Run 14
~
73.6-73.9ft: J, 55°, SR, P0-0, D, II 2:42 100% 100%
2:50 2:46 724.9 75.0 3:01 5.0 4:15 (5.0)
(5.0)
Run 15
~
75.7ft: SH, 50°, VT, A, I, with calcite 2:04 100% 100%
1:50 1:48 719.9 80.0 1:48 5.0 1:59 (5.0)
(5.0)
Run 16
~
2:00 100% 100%
1:57 2:01 714.9 85.0 2:08 5.0 2:30 (5.0)
(5.0)
Run 17
~
85.1,85.4,86.1,86.7,87.0,87.5ft: J, 45-55°, PS, VT-PO, A-B, I-ll 2:34 100% 100%
85.8ft: J, 55°, T-PO, A, II 88.0ft: BJ, 30°, PR, T, B, II 2:29 2:28 709.9 90.0 2:19 5.0 2:34 (4.9)
(4.6)
Run 18
~
94.2,94.6,94.7ft: BJ, 30-35°, PR, T-PO, B, II 2:05 98%
92%
2:57 2:40 704.9 95.0 3:46 5.0 2:20 (5.0)
(5.0)
Run 19
~
2:20 100% 100%
2:15 2:00 699.9 100.0 2:02 5.0 1:47 (5.0)
(5.0)
Run 20 100.8ft: J, 50°, SR, T-PO, D, II 1:49 100% 100%
1:46 2:00 694.9 105.0 2:34 5.0 3:02 (5.0)
(5.0)
Run 21
~
108.5ft: J, 55°, SR, T-PO, D, II 2:18 100% 100%
2:19 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-613 of706
GEOTECHNICAL CORING LOG a me 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-422 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: D-120 (MW-2)
Inclination: Vertical GROUND ELEV.:
799.9 ft (NAVD88) NORTHING:
570,424 US ft (NAD83) EASTING: 2,448,732 US ft (NAD83) Azimuth:
NA TOTAL DEPTH: 320.0 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (I D): 140-lb Auto (R308)
DATE STARTED:
6/7/13 COMPLETED: 6/20/13 leASING DEPTH: 11.0ft 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 2:14
~
LIMESTONE (MICRITE/WACKESTONE), gray to dark gray (N 5/-N 4/), medium strong, very 2:00 thinly to moderately bedded and nodular, fresh, fossiliferous, interbedded with few to some, 689.9 110.0 laminated to thin shaley Calcareous SILTSTONE, very dark gray (1 OYR 3/1) to greenish black 5.0 2:16 (5.0)
(5.0)
Run 22
~
(1 OY 2.5/1 ), wavy/wispy and irregular to diffuse bedding; slight bioturbation, trace calcite filled 1:58 100% 100%
pits, trace pyrite, strong HCI reaction (continued) 113,113.2ft: BJ, 20°, T-PO, B, II 2:06 1:50 684.9 115.0 1:52 5.0 2:10 (5.0)
(5.0)
Run 23 1:52 100% 100%
1:54 1:52 679.9 120.0 1:55 5.0 1:53 (5.0)
(5.0)
Run 24 121.1ft: J, 45-50°, SR, P0-0, D, II 2:31 100% 100%
121.3ft: J, 45-50°, SR, T-PO, A, II 121.7ft: J, 45-50°, SR, PO, D, II 2:57 3:07 674.9 125.0 3:07 5.0 2:57 (5.0)
(5.0)
Run 25
~
2:10 100% 100%
2:51 4:06 669.9 130.0 4:02 669.9 130.0 5.0 3:06 (5.0)
(5.0)
Run 26 CALCAREOUS SILTSTONE, very dark gray (10YR 3/1) to greenish black (10Y 2.5/1),
100% 100%
medium strong, laminated to thinly bedded, fresh, interbedded with little to some, laminated to 2:16 very thin LIMESTONE (MICRITE), gray (N 5/), planar to amorphous and diffuse bedding; slight 2:18 bioturbation, trace calcite filled pits and burrows, strong HCI reaction 2:41 2:45 664.9 135.0 5.0 2:33 (5.0)
(5.0)
Run 27 100% 100%
3:02 3:56
- - ~~21_---------------------------------- __ 1:3"7.8 3:06
~
LIMESTONE (WACKESTONE), gray to dark gray (N 5/-N 4/), medium strong, very thinly to 2:56 moderately bedded, fresh, interbedded with little to some, laminated to thin Calcareous 659.9 140.0 SILTSTONE, very dark gray (10YR 3/1) to greenish black (10Y 2.5/1), wavy/wispy to irregular 5.0 2:19 (5.0)
(5.0)
Run 28
~
and diffuse bedding; slight bioturbation, trace calcite filled pits, trace pyrite, strong HCI reaction 1:51 100% 100%
141.7ft: J, 75-80ft: SS, VT-T, A, I 1:56 1:57 654.9 145.0 1:48 5.0 3:16 (5.0)
(5.0)
Run 29
~
2:08 100% 100%
~ ~31_---------------------------------- __ 1§.8 3:04 CALCAREOUS SILTSTONE, very dark gray (10YR 3/1) to greenish black (10Y 2.5/1),
medium strong, laminated to thinly bedded, fresh, interbedded with little to some, laminated to 2:48 thin LIMESTONE (MICRITE/WACKESTONE), gray (N 5/), wavy/irregular to amorphous and diffuse bedding, trace fossils; slight bioturbation, trace calcite filled pits and burrows, trace 2:36 649.9 150.0 pyrite along bedding laminations, strong HCI reaction 5.0 3:53 (5.0)
(5.0)
Run 30 146.9-147.3ft: FZ, 0°, 30° and 70°, VT, A, I, with calcite 100% 100%
3:57 2:59 2:19 3:07 644.9 155.0 5.0 3:51 (5.0)
(5.0)
Run 31 q-??
100% 100%
Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-614 of 706
GEOTECHNICAL CORING LOG a me 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-422 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: D-120 (MW-2)
Inclination: Vertical GROUND ELEV.:
799.9 ft (NAVD88) NORTHING:
570,424 US ft (NAD83) EASTING: 2,448,732 US ft (NAD83) Azimuth:
NA TOTAL DEPTH: 320.0 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (I D): 140-lb Auto (R308)
DATE STARTED:
6/7/13 COMPLETED: 6/20/13 leASING DEPTH: 11.0ft 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 CALCAREOUS SILTSTONE, very dark gray (10YR 3/1) to greenish black (10Y 2.5/1),
3:39 medium strong, laminated to thinly bedded, fresh, interbedded with little to some, laminated to 4:00 thin LIMESTONE (MICRITE/WACKESTONE), gray (N 5/), wavy/irregular to amorphous and diffuse bedding, trace fossils; slight bioturbation, trace calcite filled pits and burrows, trace 4:23 63g_g 160.0 pyrite along bedding laminations, strong HCI reaction (continued) 5.0 3:06 (5.0)
(5.0)
Run 32 155.2ft: J, 55°, SS, T-PO, B, II 100% 100%
157.8ft: J, 20°, SS, T-PO, B, II 2:51 156.6-156.8ft: J, 45-50°, VT, A, II 2:35 161.7ft: BJ, 25°, PS, T, B, II 2:36 2:49 634.g 165.0 5.0 3:46 (5.0)
(5.0)
Run 33 100% 100%
2:53 2:34
_@1&_---------------------------------- __ 1§§.3 2:53
~
LIMESTONE (MICRITE/WACKESTONE), gray to dark gray (N 5/-N 4/), medium strong, very 62g_g 170.0 2:23 thinly to thinly bedded becoming moderately bedded and nodular, fresh, fossiliferous, 5.0 4:33 (5.0)
(4.8)
Run 34 interbedded with some to few, laminated to thin shaley Calcareous SILTSTONE, very dark 100% g6%
gray (10YR 3/1) to greenish black (10Y 2.5/1), diffuse to wavy/wispy and irregular bedding; 3:54 slight bioturbation, trace calcite filled pits, trace pyrite, strong HCI reaction 3:15 16g.2,16g.6,16g.8ft: J, 55°, VT, A, I 7:09 172.1ft: J, 55°, SR, P0-0, D, II 624.g 175.0 4:58 5.0 3:22 (5.0)
(5.0)
Run 35 176.0ft: J, 15-20°, PR, T-PO, B, II, mechanical breaks 4:23 100% 100%
177.4ft: BJ, 15°, SR, T, B, II 2:24 3:07 61g_g 180.0 2:37 5.0 3:14 (5.0)
(5.0)
Run 36
~
184.6,184.7ft: J, 0°, PR, T, B, II 4:00 100% 100%
4:22 4:23 614.g 185.0 3:56 5.0 2:20 (5.0)
(5.0)
Run 37
~
186.2ft: J, 10-15°, SR, PO, D, II 2:48 100% 100%
186.2ft: J, goo, SR, T-PO, A, I 18g_Oft: J, goo, SR, T-PO, A, I 2:48 2:54 6og_g 1go.o 3:14 5.0 3:35 (5.0)
(4.8)
Run 38 608.9 191.0 2:44 100% g6%
LIMESTONE (MICRITE) with few (WACKESTONE), gray (N 6/, 5Y 6/1) to dark gray (5Y 2:27 4/1 ), strong, laminated to thinly bedded, fresh, interbedded with few to little, laminated to very thin Calcareous SILTSTONE, very dark gray (5Y 3/1 ), mostly planar to wavy/wispy 2:59 bedding, and trace very thin to thin chert beds, lenses, and nodules (dark gray, with calcite 604.g 1g5.0 3:32 filled tensional fractures orthogonal to bedding); slight bioturbation/disturbed bedding, trace calcite-filled pits, strong HCI reaction (Rockdell Formation-Unit D) 5.0 3:52 (5.0)
(5.0)
Run 39 1g1.6ft: J, 60°, PS, T-PO, D, II 3:40 100% 100%
1g1.7,1g2.0,1g2.7,1g2.8,1g4.5ft: BJ, 30-35°, PS, T, B, II 3:12 3:14 5gg_g 200.0 3:29 5.0 3:05 (5.0)
(4.7)
Run 40
~
3:00 100% g4%
2:50
_@.7&_---------------------------------- __ 2~.4 3:15 3:32 5g4_g 205.0 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-615 of706
GEOTECHNICAL CORING LOG a me 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-422 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: D-120 (MW-2)
Inclination: Vertical GROUND ELEV.:
799.9 ft (NAVD88) NORTHING:
570,424 US ft (NAD83) EASTING: 2,448,732 US ft (NAD83) Azimuth:
NA TOTAL DEPTH: 320.0 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (I D): 140-lb Auto (R308)
DATE STARTED:
6/7/13 COMPLETED: 6/20/13 leASING DEPTH: 11.0ft 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 2:26 (5.0)
(5.0)
Run 41 CALCAREOUS SILTSTONE, greenish black (10Y 2.5/1), weak to medium strong, very thinly 100% 100%
bedded, fresh, interbedded with little to laminated to very thin LIMESTONE 3:02
- some, (MICRITE/WACKESTONE), gray (N 6/, 5Y 6/1), planar to wavy and diffuse bedding, and trace 3:12 591.8 to few very thin chert lenses and nodules (dark gray to black, with calcite filled tensional 208.1 3:49
~
=- - - I fractures orthogonal to bedding); becomes mostly nodular limestone with siltstone matrix; -
4:41
\\(206.6-208.1ft), strong HCI reaction (continued)
J 589.9 210.0 iJMESTONE (KMcRITEj Wltilfew (WACKESTONE), graytodarkgray(i5Y5iT-471)1u1Cl ITQht 5.0 4:05 (5.0)
(5.0)
Run 42
~
gray (2.5Y 7/1) to dark gray (N 4/), medium strong, laminated to moderately bedded, locally 4:20 100% 100%
nodular, fresh, fossiliferous, locally argillaceous, interbedded with few to some, laminated to 4:22 thin Calcareous SILTSTONE, very dark gray (N 3/, 10Y 3/1) to greenish black (10Y 2.5/1) and dark greenish gray to very dark greenish gray (10GY 4/1-3/1), planar to wavy/wispy to diffuse 4:29 bedding, and trace to few very thin to moderate chert beds, lenses, and nodules (gray to dark 4:36 gray and black, with calcite filled tensional fractures orthogonal to bedding); locally with slight 584.9 215.0 bioturbation, trace calcite filled pits and vugs (separate/non-touching), trace pyrite, trace sparry 5.0 4:02 (5.0)
(5.0)
Run 43
~
calcite 'bird eyes", strong HCI reaction 4:06 100% 100%
203.9ft: J, 60-65°, PR, P0-0, D, II 205.0-205.4ft: FZ/SZ, high-angle calcite-healed fractures 4:36 208.1,208.5ft: J, 65-70°, PR, P0-0, D, II 4:38 208.6-208.9ft: 80-90°, calcite-healed fractures 216.5,216.8ft: SH, 30°, PL, T, B-C, II 579.9 220.0 4:55 217.7ft: BJ, 30°,, PR, T, B, II 5.0 9:24 (5.0)
(5.0)
Run 44
~
217.8,218.3,218.5ft: SH, 30°, PL, T, B, II 5:42 100% 100%
218.1ft: BJ, 30°, PS, T, B, II 222.6ft: SH, 25°, SL, T, C, II 5:41 5:04 574.9 225.0 5:10 5.0 4:50 (5.0)
(5.0)
Run 45 4:12 100% 100%
4:12 4:33 569.9 230.0 4:25 5.0 6:03 (4.9)
(4.9)
Run 46
~
5:53 98%
98%
5:16 4:30 564.9 235.0 4:48 5.0 5:26 (5.0)
(5.0)
Run 47
~
236.5ft: J, 55°, PR, 0, D, II 4:18 100% 100%
236.7,237.5ft: J, 35°, PL, T, B, II 4:19 5:56 559.9 240.0 6:10 5.0 5:36 (5.0)
(4.7)
Run 48
~
241.1,241.5,242.2ft: BJ, 25-30°, PS, T, B, II 4:17 100% 94%
244.0ft: J, 0°, SR, T, B, II 244.4ft: J, 25°, PS, T, B, II 4:23 244.0,244.7ft: J, 25°, PL, T, D, II 4:08 244.9ft: Stylolite 554.9 245.0 4:21 5.0 4:15 (5.0)
(5.0)
Run 49
~
245.4,245.7,247.8-248.4ft: J, 25-30°, PL, T, B, II 3:57 100% 100%
246.2,247.0ft: J, 55-65°, SR, T, B, II 246.6-246.9ft: J, 60°, VT, A, I, spaced at about 0.1' 5:48 247.3,247.6ft: J, 20-35°, UL, T, B, II 6:37 249.9-250.1ft: J, 50°, VT, A, I, with calcite 549.9 250.0 5:42 5.0 7:31 (5.0)
(5.0)
Run 50
~
250.4,250.5,250.6,251.5,252.0ft: J, 25°, PL, T, B-C, II 6:38 100% 100%
4:26
_5+/-_71._---------------------------------- __ 2g2 3:21 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-616 of706
GEOTECHNICAL CORING LOG a me 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-422 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: D-120 (MW-2)
Inclination: Vertical GROUND ELEV.:
799.9 ft (NAVD88) NORTHING:
570,424 US ft (NAD83) EASTING: 2,448,732 US ft (NAD83) Azimuth:
NA TOTAL DEPTH: 320.0 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (I D): 140-lb Auto (R308)
DATE STARTED:
6/7/13 COMPLETED: 6/20/13 leASING DEPTH: 11.0ft 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 2:50 CALCAREOUS SILTSTONE, very dark gray to black (2.5Y 3/1-2.5/1 ), weak, laminated to very 544.9 255.0 thinly bedded with thickly bedded appearance, fresh, interbedded with few to trace, laminated 5.0 3:13 (5.0)
(5.0)
Run 51 to very thin LIMESTONE (MICRITE), gray (N 5/), planar to amorphous and diffuse bedding, 100% 100%
3:01 and trace very thin chert lenses and nodules; trace pyrite along bedding laminations, strong HCI reaction (continued) 3:08 3:12 3:30 539.9 260.0 540.0 259.9 5.0 6:21 (5.0)
(5.0)
Run 52
~
LIMESTONE (MICRITE), gray (10YR 6/1-5/1), medium strong to strong, laminated to 4:53 100% 100%
moderately bedded, fresh, locally argillaceous, interbedded with few to little, laminated to very thin Calcareous SILTSTONE, very dark gray (10Y 3/1) to dark grayish green (5GY 4/2), planar 4:44 to wavy/wispy and diffuse bedding, and few to trace, very thin to thin chert beds, lenses, and 6:12 nodules (gray to dark gray and black, with calcite filled tensional fractures orthogonal to bedding); locally with slight bioturbation, trace sparry calcite 'bird eyes", strong HCI reaction 534.9 265.0 5:52 263.4ft: J, 55°, SR, T, B, II 5.0 4:10 (5.0)
(5.0)
Run 53 263.4ft: J, 10-30°, PL, T, B, II 100% 100%
263.8-264.3ft: J, 62°, VT, A, I, with calcite 3:44 269.6ft: J, 10-35°, PL, T, B, II 3:34 269.7,269.8ftl J, 30°, PL, T, C, II 3:54 269.9ft: BJ, 20-25°, PR-PL, T, C, II, with calcite 529.9 270.0 4:40 5.0 11:38 (5.0)
(5.0)
Run 54 270.6ft: BJ, 25°, UL, T, B, II 13:04 100% 100%
271.5,271.6,274.1ft: J, 30°, PL, T, C, II 273.2ft: BJ, 20°, PR, T, B, II 9:12 274.1ft: J, 65°, PR, VT, A, I 5:51 524.9 275.0 4:55 274.6-275.4ft: As above with trace light red (7.5YR 6/8) 5.0 6:45 (5.0)
(5.0)
Run 55 277.2ft: SH, 70° and 40°, VT, A, I, with calcite 5:24 100% 100%
4:50 4:51 519.9 280.0 6:58 5.0 6:31 (5.0)
(4.8)
Run 56 281.4ft: SH, 30°, UL, T, B, II 6:05 100% 96%
283.6ft: BJ, 15-30°, PR, T, B, II 5:29 281.7-282.2ft: As above with light red (7.5YR 6/8) 6:03 6:33 515.6 284.3 514.9 285.0 LIMESTONE (MICRITE), gray (2.5Y 5/1, 1 OYR 5/1 ), strong, very thinly to thickly bedded, 5.0 13:25 (4.9)
(4.9)
Run 57
~
fresh, interbedded with trace to few, laminated to very thin Calcareous SILTSTONE, dark gray 7:48 98%
98%
(N 4/) to dark olive gray (5Y 3/2) and black (N 2.5/), planar to wispy and diffuse bedding, and trace very thin chert beds, lenses, and nodules; trace disturbed bedding, trace stylolites, 5:30 strong HCI reaction 3:58 284.4,284.7ft: BJ, 35°, PR, T, B, II 7:11 285.0-296.0ft: FZ/SZ, 40-60°, VT, A, I, with calcite and spaced at about 0.5' 509.9 290.0 285.6-286.1ft: J, 55°, SR, P0-0, D, II 5.0 10:07 (4.8)
(2.9)
Run 58
~
286.8ft: J, 20°, SR, T, B, II 8:37 96%
58%
286.9,287.1ft: J, 25°, PL, T, C, II 287.5ft: J, 25°, PR, T, B, II 5:59 288.7ft: J, 20°, SL, T, C, II 5:25 288.8ft: BJ, 30°, PR, PO, B, II 288.9-289.2ft: J, 65°, SR, T, B, II 504.9 295.0 5:44 289.4ft: J, 0°, UR, T, B, II 5.0 6:42 (4.8)
(4.3)
Run 59
~
290.5-291.1ft: FZ, 30-75° 96%
86%
291.1-291.4ft: FZ, 25°, US, T, C, II 8:15 291.7,291.8,292.2ft: BJ, 25°, PL, T, C, II 6:05 292.6ft: J, 25°, SL, T, C, II 292.7ft: J, 50°, UL, T, C, II 5:50 296.1-298.0ft: FZ/SZ, high angle calcite-healed fractures 499.9 300.0 6:46 296.3,296.6,297.1ft: BJ, 20°, PL-SL, T-PO, C, II 5.0 6:08 (5.0)
(5.0)
Run 60
~
300.5ft: SH, 50°, SL, 0, E, II 5:47 100% 100%
300.9ft: BJ, 30°, UR-UL, PO, D, II 301.4-314.2ft: J, 40-65° SR, VT, A, I Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-617 of 706
GEOTECHNICAL CORING LOG a me 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-422 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: D-120 (MW-2)
Inclination: Vertical GROUND ELEV.:
799.9 ft (NAVD88) NORTHING:
570,424 US ft (NAD83) EASTING: 2,448,732 US ft (NAD83) Azimuth:
NA TOTAL DEPTH: 320.0 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (I D): 140-lb Auto (R308)
DATE STARTED:
6/7/13 COMPLETED: 6/20/13 leASING DEPTH: 11.0ft 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 5:38 LIMESTONE (MICRITE), gray (2.5Y 5/1, 1 OYR 5/1 ), strong, very thinly to thickly bedded, 5:19 fresh, interbedded with trace to few, laminated to very thin Calcareous SILTSTONE, dark gray 494.9 305.0 5:08 (N 4/) to dark olive gray (5Y 3/2) and black (N 2.5/), planar to wispy and diffuse bedding, and trace very thin chert beds, lenses, and nodules; trace disturbed bedding, trace stylolites, 5.0 4:59 (5.0)
(5.0)
Run 61 strong HCI reaction (continued) 4:51 100% 100%
305.0ft: SH, 30°, PL, T, C, II 4:59 305.2,309.0ft: SH, 30°, PL, T, C, II 308.1ft: SH, 30°, VT, A, I, with calcite 4:49 308.3ft: SH, 35°, SL, T, C, II 5:58 309.2ft: J, 40°, UR, T, B, II 489.9 310.0 309.9ft: J, 70°, VT, A, I, with calcite 5.0 6:44 (5.0)
(5.0)
Run 62
~
311.3,312.2,312.5,314.3ft: BJ, 25°, PL, T, C, II 5:57 100% 100%
313.8,314.1ft: SH, 45-50°, PL, T, C, II 6:06 5:16 484.9 315.0 5:36 5.0 5:16 (4.9)
(4.6)
Run 63
~
315.0-319.9ft: J, 65-90°, VT, A, I 5:16 98%
92%
319.6ft: SH, 30°, T, C, II 5:04 5:23 479.9 320.0 5:31 479.9 Boring and coring terminated at 320.0 feet.
Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-618 of706 320.0
CUNCH RIVER SMR PROJECT AMEC PROJECT f!-468131072
~RING m P-tf}..J.. sox_L DEPTH J,~. O' (fllTO <cJO 0 {It)
-~
CLINCH 1?/VER SMR 1'/WJECT AMEC PJWJECT f.,/68 13 H/72 BOWNG ~~80X _j_
DEPTH_.'L(2.J.} _ _(ft} TO ~ "!.... C:.Jft)
Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-619 of706
~
I? PIWJEC.. i AMEC 1'/WJECT !i* fill 13 11172 130RING fYIP ~).d.. ux B -
DEPTH (!C.~ 0 (fl)TO HO*O (It)
""L
.,-~
--~
Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-620 of 706