ML18003A709
| ML18003A709 | |
| 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: ML18003A709 (11) | |
Text
a me BECHTEL NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee BORING NO.:
MP-415 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: R. Clark DRILLER: S. Snow/D. King Boring Orientation DRILL MACHINE: CME-55 (TSD)
Inclination: Vertical GROUND ELEV.:
784.3 ft (NAVD88) NORTHING:
569,577 US ft (NAD83) EASTING: 2,448,165 US ft (NAD83)
Azimuth:
NA TOTAL DEPTH: 320.1 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 (373705)
DATE STARTED: 6/6/13 I COMPLETED: 6/12/131 HOLE DIA.: 4" ELEV.
(ft) 784.3 fts4.6 781.1 779.3 776.8 774.3 773.0 DEPTH BLOW COUNT BLOWS PER FOOT (ft) 0.5ft 0.5ft 0.5ft 0
20 40 60 Ground Surface u.u 7
12 18 38 3.2 5
8 9
5.0 17" 3
12 10 22*
7.5 5
7 8
10.0 2
5 50/0.3 11.3 50/0.1 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-518 of706 I CASING DEPTH: 10.0 ft I CORE SIZE:HQ3 I BITS USED: 4" Roller Cone SAMP.
L 80 100 0
SOIL DESCRIPTION AND REMARKS NO.
G 784.3 0.0 SS-1
- ~
FILL: SILTY GRAVEL with Sand (GM), light brownish gray
((2.5Y 6/2), medium dense, moist, fine to coarse angular
~
8 limestone gravel, some non-plastic fines, little fine to coarse r'-
8L\\s~<!,_
s.!!:_o.!:!9_!:!'2_r~~O_.!:!_ ____________ J-2&
ss:2 RESIDUAL SOIL: LEAN CLAY with Gravel (CL), reddish
{0 brown, (2.5YR 4/3), very stiff, moist, low to moderately SS-3 I-plastic fines, little angular gravel sized rock fragments
{0 (Siltstone), strong HCI reaction 5.0ft: As above, to GRAVELLY LEAN CLAY with Sand (CL),
{0 some angular gravel sized rock fragments (Siltstone), little
~
fine fine to coarse sand
{0 7.5ft: As above, to LEAN CLAY with Sand (CL), light brown
{0 (7.5YR 6/4), stiff, few fine to medium sand, trace angular
ss:s 1-gravel sized rock fragments (Siltstone), weak HCI reaction
~
IZZ~-:2. 10.0ft: As above, to LEAN CLAY with Gravel (CL), brown pH_
. 58
- (7.5YR 5/4), hard, some fine angular gravel sized rock
. v~*u:
~
fragments (Siltstone), few fine to coarse sand WEATHERED ROCK:
CALCAREOUS SILTSTONE, sampled as WELL GRADED GRAVEL (GW), dark gray 1-(5YR 4/1 ), very dense, moist, fine to coarse angular gravel, trace fine to coarse sand and non-plastic fines Soil drilling halted. Log continues on geotechnical coring log Observed water levels:
3.6 ft bgs, AM 6/7/13 23.8 ft bgs, AM 6/8/13 I-20.3 ft bgs, AM 6/9/13 21.3 ft bgs, AM 6/10/13 14.8 ft bgs, AM 6/11/13 9.4 ft bgs, AM 6/12/13 1-1-
I-I-
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: R. Clark SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: S. Snow/D. King Boring Orientation BORING NO.:
MP-415 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-55 (TSD)
Inclination: Vertical GROUND ELEV.:
784.3 ft (NAVD88) NORTHING:
569,577 US ft (NAD83) EASTING: 2,448,165 US ft (NAD83) Azimuth:
NA TOTAL DEPTH: 320.1 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (I D): 140-lb Auto (373705)
DATE STARTED:
6/6/13 COMPLETED: 6/12113 I CASING DEPTH: 10.0 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 @ 11.4 ft 772.9 11.4 3.7 6:47 (3.3)
(0.7)
Run 1 IL.~
CALCAREOUS SILTSTONE, reddish brown (5YR 5/3) to olive brown (2.5Y 4/6) and dark 89%
19%
grayish green (5GY 4/2), weak to medium strong, laminated to very thinly bedded, slightly 4:28 weathered, locally highly to moderately weathered, locally bioturbated, interbedded with 3:45 laminated to thinly bedded LIMESTONE (MICRITErWACKESTONE),
light gray some (7.5YR 7/1); strong HCI reaction (Bowen Formation-Unit F) 769.2 15.1 3:18/0.7 5.0 3:35 (3.9)
(0.7)
Run 2 11.3-20.1ft: BJ, 20-30°, PR-PS, PO, B-C, II, spaced at about 0.2' 78%
14%
6:18 8:25 7:41 7:49 764.2 20.1 5.0 4:52 (4.7)
(2.1)
Run 3 21.1,21.5,22.3,22.4,22.5,23.4,24.6ft: J, 40°, UR, 0, B, Ill 94%
42%
5:33 5:11 5:21 L3-61 5:47 759.2 25.1 5.0 3:24 (4.3)
(1.0)
Run 4 25.8,26.0ft: BJ, 30°, PR, T-PO, B, II L6-17 86%
20%
26.4,26.6,26.7,26.8,27.1,27.2,27.4,27.5,27.6,27.8,28.1,28.2ft: BJ, 30°, PR, T-0, B, II 3:28 26.8ft: J, 50°, UR, 0, C, Ill 3:35 3:22 L6-16 4:58 754.2 30.1 5.0 5:23 (5.0)
(0.8)
Run 5 30.1-30.3ft: J, 60°, UR, 0, D, Ill 100% 16%
30.1,30.3,30.4,30.5,30.6ft: BJ, 30°, UR, 0, C, Ill 5:48 31.0ft: J, 60°, PR, 0, C, Ill 4:47 31.3ft: J, 20°, SR, PO, B, Ill 4:25 31.6,31.8,32.0,32.3ft: BJ, 25-30°, PR, B,11-111 32.0,32.4,32.8ft: J, 30-40°, SR, PO, B, II 5:01 749.2 35.1 33.3,33.4,33.5ft: BJ, 30°, PR, T-PO, B, II-III 5.0 5:01 (5.0)
(2.0)
Run 6 33.6-33.9ft: J, 55°, UR, 0, D, Ill L3-62 33.9,34.5ft: BJ, 30°, SR, 0, B, Ill 100% 40%
4:05 34.8ft: J, 70°, UR, 0, B, Ill 4:08 35.1,35.6,36.6,36.7,36.9,37.0,37.3,37.5,37.9,38.2,38.4,38.7,40.1ft: BJ, 30-35°, PR, T-0, B, II 35.8,37.6,38.2,39.2,39.7,40.0ft, J, 35-55°, SR, T-PO, B, II 3:22 L6-18 3:35 744.2 40.1 5.0 4:08 (5.0)
(0.7)
Run 7 40.4,40.5,40.6,40.7,40.9,41.1,41.6,41.7,41.8,42.2,42.7,42.8,43.1,43.5,43.8,44.3,44.4,44.7ft:
100% 14%
BJ, 25-30°, PR, T-PO, B, II 4:37 41.7ft: J, 60°, UR, PO, B, Ill 5:08 42.4,42.6ft: J, 50° and 60°, SR, T-PO, B, II 43.4ft: J, 45°, PR, PO, C, Ill 3:32 45.1ft: BJ, 30°, UR, 0, B, II 3:21 739.2 45.1 739.0 5.0 2:55 (5.0)
(0.8)
Run 8 LIMESTONE (MICRITE/WACKESTONE), gray (N 5/) to dark bluish gray (108 4/1), medium 3:08 100% 16%
strong to strong, very thinly to moderately bedded, slightly weathered to fresh, interbedded 3:25 with few to little laminated to very thin Calcareous SILTSTONE, very dark gray (N 3/) to very dark greenish gray (5GY 3/1 ), and trace to few very thin chert beds, lenses, and 3:50 nodules (gray to dark gray, with calcite healed tensional fractures orthogonal to bedding);
2:49 trace bioturbation, trace calcite filled pits, strong HCI reaction (Benbolt Formation-Unit E) 734.2 50.1 5.0 3:07 (5.0)
(3.4)
Run 9 45.5,45.8,48.4,49.4ft: J, 55-60°, PR-SR, VT-PO, B, II 2:51 100% 68%
45.7,45.9,46.1,46.2,46.5,46.6,4 7.1,4 7.4,4 7. 7,48.0,48.2,48.3,48.5,49.2,49.4,49.5,49.8ft:
BJ, 30°, PR, T, B, II 3:07 50.1,50.9,51.2,51.9,52.1,52.2,52.9,53.8,54.0,54.6,55.1ft: BJ, 30°, PR, T-PO, B, II 2:45 L3-63 2:17 729.2 55.1 5.0 1:58 (5.0)
(3.3)
Run 10
~
55.4,55.9,56.3ft: BJ, 25-35°, PS, T, B, II 2:06 100% 66%
56.4,56.5,56.9,57.4,58.0,58.5ft: SH, 35-40°, PL-UL, T, C, II, SH at 58.5ft is healed with calcite 58.8,59.7,59.8,60.0ft: BJ, 25-30°, SR, T-PO, B, II 1:54 3:35 4:29 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-519 of706 1.4 45.3
GEOTECHNICAL CORING LOG a me SHEET 2 OF 7 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-415 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-55 (TSD)
Inclination: Vertical GROUND ELEV.:
784.3 ft (NAVD88) NORTHING:
569,577 US ft (NAD83) EASTING: 2,448,165 US ft (NAD83) Azimuth:
NA TOTAL DEPTH: 320.1 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (I D): 140-lb Auto (373705)
DATE STARTED:
6/6/13 COMPLETED: 6/12113 I CASING DEPTH: 10.0 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 724 ?.
60.1 5.0 2:05 (5.0)
(5.0)
Run 11
~
LIMESTONE (MICRITE/WACKESTONE), gray (N 5/) to dark bluish gray (108 4/1), medium 2:00 100% 100%
strong to strong, very thinly to moderately bedded, slightly weathered to fresh, interbedded with few to little laminated to very thin Calcareous SILTSTONE, very dark gray (N 3/) to 2:01 very dark greenish gray (5GY 3/1 ), and trace to few very thin chert beds, lenses, and 2:05 nodules (gray to dark gray, with calcite healed tensional fractures orthogonal to bedding);
trace bioturbation, trace calcite filled pits, strong HCI reaction (8enbolt Formation-Unit E) 719.2 65.1 2:11 (continued) 5.0 2:05 (5.0)
(4.8)
Run 12
~
61.0,62.1,63.8,64.5,65.0ft: 8J, 25-30°, PR-UR, T-PO, 8, II 100% 96%
63.2ft: SH, 30°, PL, T-PO, C, II 2:24 64.0-64.4ft: J, 50°, healed fractures spaced at 0.05' 3:18 65.4ft: J, 50°, T, with calcite 2:21 65.8,67.5,67.9,68.5,70.0ft: SH, 20-30°, UL, C, II 66.8,69.4,69.9ft: 8J, 30°, UR, T, 8, II 1:58 714.2 70.1 5.0 1:48 (5.0)
(3.8)
Run 13
~
70.1,70.3,70.5,70.8,71.0,71.2,71.7,71.9,72.1ft: SH, 25-35°, PL-UL, T-PO, C, II 1:48 100% 76%
72.8,73.3,73.8,74.2,75.1,75.7ft: 8J, 25-30°, UR-US, T, 8, II 1:42 2:42 2:55 709.2 75.1 5.0 1:35 (5.0)
(3.7)
Run 14
_7Q8]_---------------------------------- -- "7§.0 1:47 100% 74%
LIMESTONE (MICRITE/WACKESTONE), gray (N 5/) to dark bluish gray (108 4/1), medium 1:31 strong to strong, very thinly to moderately bedded, fresh, interbedded with little to some laminated to thin Calcareous SILTSTONE, very dark gray (N 3/) to very dark greenish gray 1:39 (5GY 3/1 ); trace calcite filled pits, strong HCI reaction 3:10 704.2 80.1 5.0 2:21 (5.0)
(4.1)
Run 15 77.2,77.5,78.2,78.6,79.3,79.7,80.1ft: 8J, 20-30°, UR-US, T, 8, II 2:33 100% 82%
77.8ft: SH, 30°, PL, PO, C, II 81.5,83.9,84.0ft: SH, 30-45°, SL-PL, T, C, II, with calcite 1:55 81.9,83.3,84.6,85.0ft: 8J, 30°, UR, T-PO, 8, II 1:45 1:45 699.2 85.1 5.0 2:53 (5.0)
(4.7)
Run 16 698.3 86.0 100% 94%
1:48 LIMESTONE (MICRITE), light greenish gray (10Y 7/1) and gray to dark gray (N 6/-N 4/),
2:04 medium strong to strong, laminated to moderately bedded, fresh, locally argillaceous, interbedded with trace to few, laminated to very thin, planar to wispy/irregular and diffuse 1:35 Calcareous SILTSTONE, dark greenish gray (5GY 4/1) to very dark gray (N 3/); locally with 1:35 slight bioturbation, trace calcite filled pits and sparry calcite "bird eyes", strong HCI reaction 694.2 90.1 5.0 1:58 (4.9)
(4.3)
Run 17 86.7,87.0,87.8,88.2ft: 8J/SH, 25-30°, UL-SL, T, C, II 1:57 98%
86%
89.0,89.5ft: J, 50°, VT, A, II 90.2ft: J, 55°, UR, T, 8, II 2:02 94.6ft: 8J/SH, 35°, PL, T, C, II 1:50 L3-64 94.9ft: 8J, 30°, UR, 0, 8, II 689.2 95.1 2:34 5.0 1:58 (5.0)
(4.1)
Run 18
~
97.3,98.4,98.7,98.8ft: 8J, 30°, SR, T-PO, 8, II 1:44 100% 82%
1:49 1:46 1:55 684.2 100.1 5.0 2:05 (5.0)
(4.7)
Run 19
~
102.8,103.5,104.7,105.1ft: 8J, 30°, PR-UR, T, 8, II 1:31 100% 94%
1:49 1:52 1:59 679.2 105.1 5.0 1:53 (5.0)
(4.9)
Run 20 #
105.0,106.1,106.7,107.5,108.3ft: 8J, 30°, PR-PS, T, 8, II 1:58 100% 98%
2:02
?*
Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-520 of 706
GEOTECHNICAL CORING LOG a me SHEET 3 OF 7 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-415 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-55 (TSD)
Inclination: Vertical GROUND ELEV.:
784.3 ft (NAVD88) NORTHING:
569,577 US ft (NAD83) EASTING: 2,448,165 US ft (NAD83) Azimuth:
NA TOTAL DEPTH: 320.1 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (I D): 140-lb Auto (373705)
DATE STARTED:
6/6/13 COMPLETED: 6/12113 I CASING DEPTH: 10.0 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 1:59
=9 LIMESTONE (MICRITE), light greenish gray (10Y 7/1) and gray to dark gray (N 6/-N 4/),
674.2 110.1 medium strong to strong, laminated to moderately bedded, fresh, locally argillaceous, 5.0 2:13 (5.0)
(4.3)
Run 21
~
interbedded with trace to few, laminated to very thin, planar to wispy/irregular and diffuse 1:48 100% 86%
Calcareous SILTSTONE, dark greenish gray (5GY 4/1) to very dark gray (N 3/); locally with slight bioturbation, trace calcite filled pits and sparry calcite "bird eyes", strong HCI reaction 2:03 (continued) 1:48 111.5ft: BJ, 30°, PS, T, B, II L3-65 112.3-112.5ft: FZ, 60°, PR, T, C, II 1:12 113.4,113.0,114.5,114.8ft: BJ, 30°, PS, T, B, II 669.2 115.1 5.0 1:33 (5.0)
(5.0)
Run 22
~
113.2,113.9,114.5,116.5,116.7ft: J, 50-60° VT, A, I, with calcite 1:05 100% 100%
116.4ft: BJ, 20°, PS, T, B, II 117.4,117.8,120.0ft: J, 0-10°, PR-PS, T, B, II 1:15 1:58 1:51 664.2 120.1 5.0 1:53 (5.0)
(3.7)
Run 23
~
122.6ft: BJ, 30°, PR, T, B, II 2:01 100% 74%
122.7ft: J, 60°, SR, T, B, II 123.4ft: J, 60°, VT, A, I, with calcite 1:27 123.4,123.6,123.7,124.0,124.5,124.9ft: BJ, 30°, PS, T, B, II 1:48 2:25 659.2 125.1 5.0 2:18 (5.0)
(4.6)
Run 24
~
125.1,128.5ft: SH, 35°, SL, T, C, II 2:23 100% 92%
128.3,129.5ft: BJ, 25-30°, UR, T, B, II 2:15 2:21 2:37 654.2 130.1 5.0 1:51 (5.0)
(4.5)
Run 25
~
134.6ft: BJ, PS, T, C, II 1:28 100% 90%
134.9ft: J, 55°, PR, T, B, II 1:08 1:43 1:49 L3-66 649.2 135.1 5.0 4:31 (5.0)
(5.0)
Run 26
~
135.1ft: BJ, 30°, PS, T, C, II 2:54 100% 100%
1:52 2:04 2:33 644.2 140.1 5.0 2:28 (5.0)
(4.9)
Run 27
~
142.4ft: J, 60°, PR T, B, II 1:49 100% 98%
143.5ft: J, 50°, PR, T, A-B, II 143.1ft: J, 50°, VT, A, IV 1:54 144.6ft: BJ, 30°, PS, T, B, II 1:39 144.9,145.0,145.1ft: BJ, 30°, PR-UR, T-PO, B, II 1:43 639.2 145.1 5.0 2:21 (5.0)
(5.0)
Run 28
~
1:55 100% 100%
1:58 1:16
- @5§_---------------------------------- __ 1<t§.5 CALCAREOUS SILTSTONE, dark greenish gray (10Y 4/1), weak to medium strong, 634.2 150.1 1:51 laminated to very thinly bedded, fresh, interbedded with some laminated to very thin and thin, 5.0 1:48 (5.0)
(5.0)
Run 29 mostly planar LIMESTONE (MICRITE), dark bluish gray (5PB 4/1 ), and trace very thin chert nodules (dark gray); slight to moderate bioturbation with vertical and horizontal burrows, strong 100% 100%
2:05 HCI reaction 155.0ft: BJ/SH, 30°, PL, T, C, II 1:57 1:59 2:05 629.2 155.1 5.0 2:56 (5.0)
(4.5)
Run 30 158.6ft: BJ/SH, 35°, PL, T, C, II, with calcite 100% 90%
159.2ft: BJ, 30°, PS, T, B, II 3:14 159.5ft: BJ/SH, 30°, UL, T, C, II Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-521 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: R. Clark SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: S. Snow/D. King Boring Orientation BORING NO.:
MP-415 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-55 (TSD)
Inclination: Vertical GROUND ELEV.:
784.3 ft (NAVD88) NORTHING:
569,577 US ft (NAD83) EASTING: 2,448,165 US ft (NAD83) Azimuth:
NA TOTAL DEPTH: 320.1 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (I D): 140-lb Auto (373705)
DATE STARTED:
6/6/13 COMPLETED: 6/12113 I CASING DEPTH: 10.0 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 2:11 2:17
-*- =lg4§_---------------------------------- __ 1~.5 624.2 160.1 1:27 I;J LIMESTONE (MICRITE), dark gray (N 4/) to dark bluish gray (5PB 4/1 ), medium strong to 5.0 2:04 (5.0)
(3.4)
Run 31 t strong, very thinly to moderately bedded, fresh, interbedded with few to little, laminated to very 1:18 100% 68%
thin Calcareous SILTSTONE, dark greenish gray (10Y 4/1) to very dark gray (N 3/), and trace 1:22 very thin chert beds, lenses, and nodules (dark gray to black, with calcite healed tensional fractures orthogonal to bedding); strong HCI reaction 1:58 159.5-159.9ft: J, 60°, PR, T, B, II, transects calcite-healed fractures spaced at 0.05' 2:03 160.1,160.3,160.6,161.0,161.6ft: BJ/SH, 30-35°, PL-UL, T, C, II 619.2 165.1 161.9ft: J, 50°, UR, T, C, Ill, with calcite 5.0 2:06 (5.0)
(3.5)
Run 32 163.8ft: SZ, 30°, PL, T, C, II 1:48 100% 70%
164.1,164.6,165.0ft: BJ/SH, PL, T, C, II 165.1-165.7ft: J, 55°, VT, A, I, with calcite spaced at 0.2' 1:47 165.4, 165.5ft: BJ/SH, 30°, PL, T, C, II 1:49 165.6-166.0ft: J, 60-80°, VT, A, I, with calcite 1:33
= 6148 166.1ft: BJ/SH, 30°, PL, T-PO, C, II 1695 614.2 170.1
-- ~ 11§8],1_6~0_ft:.§_J,jCJ_o_ alld]O", £'R,_T,_B,_II __________________ J- -*
5.0 2:20 (5.0)
(4.7)
Run 33 LIMESTONE (MICRITE/WACKESTONE), gray to dark gray (N 6/-N 4/), medium strong to 2:09 100% 94%
strong, very thinly to moderately bedded, fresh, fossiliferous, interbedded with little to some laminated to very thin, planar to wavy and irregular Calcareous SILTSTONE, very dark 1:47 greenish gray (1 OY 3/1 ); trace calcite filled pits and vugs, strong HCI reaction 1:43 169.0-169.6ft: J, 60-75°, VT, A, I, with calcite spaced at 0.1' 169.5ft: BJ/SH, 30°, PL, T, C, II 609.2 175.1 1:55 170.1ft: BJ, 30°, PR, T, B, II 5.0 2:29 (5.0)
(4.7)
Run 34
~
172.1ft: BJ/SH, 40°, PL, T, C, II 100% 94%
173.1,174.0,174.8,174.9ft: BJ, 30°, PS, T, B, II 1:14 175.3,176.7,177.4,177.9ft: BJ, 30°, PS, T, B, II 1:41 178.5ft: BJ, 30°, PS, T, B, II, joint packed with cuttings 1:55 179.0, 179.5ft: BJ/SH, 30°, PL, T, C, II 1:32 604.2 180.1 5.0 1:32 (5.0)
(4.3)
Run 35 0:59 100% 86%
1:31 1:35 1:52 599.2 185.1 5.0 1:33 (5.0)
(4.8)
Run 36 185.2, 185.6ft: mechanical breaks 1:35 100% 96%
186.6ft: BJ, 30°, PL, VT, C, II 187.2,187.9ft:BJ, 30°, PS-US, VT, B, II 1:49 1:53 1:22 594.2 190.1 5.0 2:15 (5.0)
(4.2)
Run 37 190.5,190.8,191.5,192.7ft: BJ/SH, 30-35°, PL, T, C, II 2:03 100% 84%
191.1ft: J, 60°, PR, T, B, II 190.9,191.2,191.6,191.9,193.8,194.4,194.9ft: BJ, 10-30°, PS-US, T, B, II 1:56 1:27 1:47 589.2 195.1 5.0 2:05 (5.0)
(4.9)
Run 38 195.9,198.2,198.3,199.5ft: BJ, 25-30°, PS-PR, T-PO, B, II 2:24 100% 98%
1:39 2:37 2:39 584.2 200.1 5.0 2:05 (5.0)
(5.0)
Run 39 203.6, 204.2ft: BJ, 30-35°, PR, T, B, II 1:58 100% 100%
2:46 1:48 2:07 579.2 205.1 5.0 2:29 (5.0)
(5.0)
Run 40
...,..1, Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-522 of 706
GEOTECHNICAL CORING LOG a me SHEET 5 OF 7 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-415 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-55 (TSD)
Inclination: Vertical GROUND ELEV.:
784.3 ft (NAVD88) NORTHING:
569,577 US ft (NAD83) EASTING: 2,448,165 US ft (NAD83) Azimuth:
NA TOTAL DEPTH: 320.1 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (I D): 140-lb Auto (373705)
DATE STARTED:
6/6/13 COMPLETED: 6/12113 I CASING DEPTH: 10.0 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 2:09 100% 100%
D LIMESTONE (MICRITE/WACKESTONE), gray to dark gray (N 6/-N 4/), medium strong to 2:39 strong, very thinly to moderately bedded, fresh, fossiliferous, interbedded with little to some laminated to very thin, planar to wavy and irregular Calcareous SILTSTONE, very dark 1:58 greenish gray (1 OY 3/1 ); trace calcite filled pits and vugs, strong HCI reaction (continued) 1:47 574.2 210.1 5.0 2:34 (5.0)
(5.0)
Run 41
~
2:21 100% 100%
1:43 2:17 1:58 569.2 215.1 5.0 2:01 (5.0)
(4.2)
Run 42 216.3ft: BJ/SH, 30°, PL, T, C, II, with calcite 1:59 100% 84%
216.9,217.5ft: BJ, 30°, PR, T-PO, B, II 217.3ft: BJ/SH, 50°, PL, C, II 1:29 217.8ft: BJ/SH, 40°, PL, T, C, II 1:42 219.4ft: BJ, 30°, PR, T, B, II 564.2 220.1 1:56
=~4§_---------------------------------- __ 2~.5 LIMESTONE (MICRITE/WACKESTONE), gray (N 6/-N 5/), medium strong to strong, very 5.0 1:39 (5.0)
(5.0)
Run 43 thinly to moderately bedded, fresh, fossiliferous, interbedded with few to little laminated to thin, 1:26 100% 100%
mostly wavy/irregular and discontinuous Calcareous SILTSTONE, dark bluish gray (1 OB 4/1 ));
1:31 trace calcite filled pits and vugs, locally bioturbated with coarse horizontal and vertical burrows, strong HCI reaction 1:27 222.2ft: J, 50°, PS, T, C, IV 1:29 223.1ft: BJ, 10°, PS, T, C, II 559.2 225.1 5.0 1:54 (5.0)
(5.0)
Run 44 225.7,226.4ft: SH, 40°, VT, A, I, with calcite 2:00 100% 100%
226.9ft: BJ/SH, 35°, UL, VT, C, II, mechanical break 1:25 1:54 2:41 554.2 230.1 5.0 2:01 (5.0)
(5.0)
Run 45 233.1ft: BJ/SH, 30°, UL, VT, C, II 1:32 100% 100%
233.8,234.5ft, BJ, 10°, PL, T, C, II 2:05 1:59 2:08 549.2 235.1 5.0 3:23 (5.0)
(5.0)
Run 46
~
236.1ft: BJ, 30°, PS, T, C, II 3:21 100% 100%
237.3,238.2,238.8ft: J, 15-20°, UR, T-PO, B, II 2:19 2:20 544.2 240.1 2:17 5.0 2:08 (5.0)
(4.5)
Run 47 241.4,242.3,242.5ft: BJ, 30°, PS, T, C, II 1:55 100% 90%
2:02 1:43 1:55 539.2 245.1 5.0 2:35 (5.0)
(4.7)
Run 48 245.1,245.6,246.0,249.0ft: BJ, 20-30°, PS, T, C, II 2:43 100% 94%
249.8ft: J, 45°, VT, A, IV, crosscut by BJ, VT, A, I 2:23 2:51 2:49 534.2 250.1 5.0 2:17 (5.0)
(5.0)
Run 49 D
250.3ft: BJ, 10°, PS, T, C, II 2:02 100% 100%
252.4,253.4ft: BJ/SH, 30°, PL, T, C, I 252.5ft: J, 60°, VT, A, I, with calcite 2:14 252.9ft: BJ/SH, 30°, PL, T, C, II, mechanical breaks 1:16 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-523 of 706
GEOTECHNICAL CORING LOG a me SHEET 6 OF 7 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-415 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-55 (TSD)
Inclination: Vertical GROUND ELEV.:
784.3 ft (NAVD88) NORTHING:
569,577 US ft (NAD83) EASTING: 2,448,165 US ft (NAD83) Azimuth:
NA TOTAL DEPTH: 320.1 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (I D): 140-lb Auto (373705)
DATE STARTED:
6/6/13 COMPLETED: 6/12113 I CASING DEPTH: 10.0 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 529.?
255.1 2:18 LIMESTONE (MICRITE/WACKESTONE), gray (N 6/-N 5/), medium strong to strong, very 5.0 2:32 (5.0)
(4.7)
Run 50 thinly to moderately bedded, fresh, fossiliferous, interbedded with few to little laminated to thin, 1:30 100% 94%
mostly wavy/irregular and discontinuous Calcareous SILTSTONE, dark bluish gray (1 OB 4/1 ));
1:54 trace calcite filled pits and vugs, locally bioturbated with coarse horizontal and vertical burrows, strong HCI reaction (continued) 2:17 256.0,257.1,259.4,259.5ft: BJ, 30°, PS, T, B, II 2:52 259.3ft: BJ, 30°, SR, 0, B, II, mechanically abraded 524.2 260.1 5.0 2:28 (5.0)
(4.8)
Run 51 1:39 100% 96%
1:44 2:09 1:45 519.2 265.1 5.0 2:27 (5.0)
(5.0)
Run 52 1:36 100% 100%
1:29 2:03 2:52 514.2 270.1 5.0 2:07 (5.0)
(5.0)
Run 53
~
2:09 100% 100%
2:51 2:48 2:59 509.2 275.1 5.0 3:23 (5.0)
(5.0)
Run 54 278.0,278.9ft: BJ, 35°, PS, T, C, II 2:50 100% 100%
2:19 2:06 3:21 504.2 280.1 5.0 1:27 (5.0)
(5.0)
Run 55 1:40 100% 100%
2:17 2:21 2:38 499.2 285.1 5.0 2:31 (5.0)
(5.0)
Run 56 2:08 100% 100%
1:35 2:06 2:35 494.2 290.1 5.0 3:29 (5.0)
(5.0)
Run 57 291.8ft: J, 45°, PR, PO, B, II 1:24 100% 100%
1:51 1:38 1:47 489.2 295.1 5.0 1:58 (5.0)
(5.0)
Run 58 1:57 100% 100%
~
- 4§.71._---------------------------------- __ 2~.6 484.2 2:16 3:07 2:45 300.1 5.0 3:02 (5.0)
(5.0)
Run 59 100% 100%
3:08 3:11 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-524 of 706 CALCAREOUS SILTSTONE, dark bluish gray (108 4/1), weak to medium strong, laminated to very thinly bedded and planar, fresh, interbedded with few to little, laminated to very thin LIMESTONE (MICRITE), gray (N 5/); slight bioturbation, strong HCI reaction 481.1 303.2
GEOTECHNICAL CORING LOG a me SHEET 7 OF 7 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-415 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-55 (TSD)
Inclination: Vertical GROUND ELEV.:
784.3 ft (NAVD88) NORTHING:
569,577 US ft (NAD83) EASTING: 2,448,165 US ft (NAD83) Azimuth:
NA TOTAL DEPTH: 320.1 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (I D): 140-lb Auto (373705)
DATE STARTED:
6/6/13 COMPLETED: 6/12113 I CASING DEPTH: 10.0 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 3:09
~-
LIMESTONE (WACKESTONE/MICRITE), gray (N 6/-N 5/), medium strong to strong, very 479.2 305.1 2:33 thinly to thinly bedded, fresh, fossiliferous, interbedded with little to some wavy and irregular 5.0 3:01 (5.0)
(5.0)
Run 60
~-
Calcareous SILTSTONE, dark bluish gray (1 OB 4/1 ); strong HCI reaction 1:35 100% 100%
1:33 2:32 474.2 310.1 1:23 5.0 3:11 (5.0)
(5.0)
Run 61 ~
- 4Z_3,+/-_---------------------------------- __ 31.Q.9 3:27 100% 100%
CALCAREOUS SILTSTONE, dark bluish gray (108 4/1), weak to medium strong, laminated to very thinly bedded with moderately bedded appearance, fresh, interbedded with trace to few 3:37 very thin to thin, diffuse LIMESTONE (MICRITE), gray (N 6/); trace pyrite along bedding laminations, strong HCI reaction 3:16 3:28
-c-...c.-
469.2 315.1 5.0 2:36 (4.7)
(4.7)
Run 62 319.8-320.1ft: 0.3' Core left in hole at termination of drilling 94%
94%
2:19 2:27 2:31 465.2 319.1 464.2 320.1 3:08
~
- ; 4;- -LiMESTONE(WACKESTONE),gray (N6lf medium strong to sTrong;lhTnly6edCfed, treSil,--3~ 1 fossiliferous, few laminated to very thin Calcareous SILTSTONE interbeds; strong HC'(-----'--
reaction Boring and coring terminated at 320.1 feet.
Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-525 of 706
Core Photographs Boring MP -415 Clinch River SMR Project AMEC Project No. 6468-13-1072
~
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- -q So_(_-_55_1_'-_5.0 IOO!_flG/}1t(6~7t
~~~~
Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-526 of 706
Core Photographs Boring MP -415 MP-415 -Boxes 5 and 6 ClltCH RIVER SIR PROJECT Ah\\EC PROJECT 646813 1072 BORIIIG MP*Lil5 BOX~
flRI oi
] <:> I' ltllO ~(II)
AMEC PROJECT 6468 13 1072 BORING MPl./6 SOX ~
Dfi1TH
/J'i./
TO ~~
I Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-527 of 706 Clinch River SMR Project AMEC Project No. 6468-13-1072 RVN 14 15.\\' -j:).\\' ~cS.~ \\o 'J ~ [): 3. ~, 7'1'.4 Ru).l~o.l* -~s.l' ~c. so~. ~o:~ -1 ' :JL'f.
Core Photographs Boring MP -415 MP-415-Boxes 9 and 10 CLINCH /~IVER SMH PROJECT "AMEC PIWJECT 6468131072 BORIN MP l.l/5b X /2.
DEPTH f1151 (ft)TO \\10-\\ (ft)
Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-528 of 706 Clinch River SMR Project AMEC Project No. 6468-13-1072
~--------*.....
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