ML19030A567
| ML19030A567 | |
| 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: ML19030A567 (12) | |
Text
MP-418A-Boxes 9 and 10 nu N INTERVI~L iftl ll EC M
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rr1 Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-569 of 706
MP-418A-Boxes 13 and 14 r
,...l "1 4 5 b 1 a q 1011 A CLINCH 1?/VEI? SMR PHOJECT AMEC 1'/WJECT 6461! 13 11l72 BORING r-fP-1./IgA
- BOX -'-tlf"---_
DEPTH ~10.(.,
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MP-418A-Boxes 15 and 16 Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-570 of 706
MP-418A-Box 17 Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-571 of 706
a me BECHTEL NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee BORING NO.:
MP-419 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 2 I GEOLOGIST: E. Shrum DRILLER: B. Akins/J. Criss Boring Orientation DRILL MACHINE: D-120 (MW-1)
Inclination: Vertical GROUND ELEV.:
799.6 ft (NAVD88) NORTHING:
571,270 US ft (NAD83) EASTING: 2,446,701 US ft (NAD83)
Azimuth:
NA TOTAL DEPTH: 321.1 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 (027)
DATE STARTED: 6/7/13 I COMPLETED: 6/21/131 HOLE DIA.: 4" ELEV.
(ft) 799.6
~~~.b 796.9 794.7 792.9 791.0 788.0 784.5 780.0 775.0 770.0 765.0 760.0 755.0 DEPTH BLOW COUNT BLOWS PER FOOT (ft) 0.5ft 0.5ft 0.5ft 0
20 40 60 Ground Surface u.u 5
10 10
- ("
2.7 6
5 7
. 12..
4.9 6
15 5
20 6.7
- ~*
2 5
5 8.6 8-1--6-11.6 7
12 15 27 15.1 8-1--8-15 19.6 7
9 12 f21.
24.6 4
6 10 16 29.6 4
6 8
~14 34.6 3-1--5-13 39.6 2
4 3
7 44.6 WOH WOH WOH we HI 0 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-572 of 706 I CASING DEPTH: 51.8 ft I CORE SIZE:HQ3 I BITS USED: 4" Roller Cone SAMP.
L 80 100 0
SOIL DESCRIPTION AND REMARKS NO.
G 799.6 0.0 SS-1 FILL: POORLY GRADED GRAVEL with Clay (GP-GC), dark 0
brown (7.5YR 3/3), medium dense, dry, coarse angular
~9~ gravel, little moderately plastic fines, trace fine to coarse ~2Q
~
_:>~d_:__S!!:9!:!fJ.!::!C...!__r~~o~ ____________ j SS-2 FILL: CLAYEY GRAVEL (GC), light brownish gray (10YR 795_1 6/2), medium dense, wet, fine to coarse angular gravel, little 4_5
.~
~-~moderately plastic fines, trace fine to coarse sand, strongJ -
~
SS-3
\\~C.!._!:~c_!!?r::._ ________________ _j X
FILL: WELL GRADED GRAVEL with Clay (GW-GC), light
~
brownish gray (10YR 6/2), medium dense, wet, fine to
~
coarse angular gravel, few moderately plastic fines, strong
-:~
HCI reaction SS-5 6.7ft: As above, to loose I-8.6ft: As above, to gray (1 OYR 5/1 ), medium dense
~
~~----------------------11Q FILL: CLAYEY GRAVEL (GC), gray (10YR 5/1) to pale red SS-6 (10R 6/2), medium dense, moist, fine to coarse angular gravel, little moderately plastic fines, strong HCI reaction
~
~~----------------------14Q I-RESIDUAL SOIL: LEAN CLAY with Gravel (CL), reddish
ss:7 brown (5YR 4/4) with pinkish gray (5YR 7/2), stiff, moist, low
{#
to moderately plastic fines, little fine to coarse angular
{#
gravel, few medium to coarse sand, strong HCI reaction
{#
~
{# t-19.6ft: As above, to brown (7.5YR 5/3), very stiff, no HCI reaction
{#
~
w~---------------------23Q RESIDUAL SOIL: FAT CLAY (CH), reddish brown (5YR 5/4),
~
very stiff, moist, moderately to highly plastic fines, trace to
ss:g I-few fine to coarse sand, trace fine angular gravel (chert),
weak to no HCI reaction
~
~
I-
~
29.6ft: As above, to stiff
~
~
~
I-
~
~
~
I-39.6ft: As above, to medium stiff
~
ss::13 ~
I-
~
44.6ft: As above, to very soft
~
GEOTECHNICAL BORING LOG a me SHEET 2 OF 2 BECHTEL NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 COUNTY: Roane, TN I GEOLOGIST: E. Shrum SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: B. Akins/J. Criss BORING NO.: MP-419 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: D-120 (MW-1)
Boring Orientation Inclination: Vertical GROUND ELEV.: 799.6 ft (NAVD88) NORTHING:
571,270 US ft (NAD83) EASTING: 2,446,701 US ft (NAD83)
Azimuth:
NA TOTAL DEPTH: 321.1 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 (027)
DATE STARTED: 6/7/13 I COMPLETED: 6/21/131 HOLE DIA.: 4" I CASING DEPTH: 51.8 ft I CORE SIZE:HQ3 I BITS USED: 4" Roller Cone ELEV. DEPTH BLOW COUNT BLOWS PER FOOT SAMP.
L (ft) 0.5ft 80 0
100 NO.
G (ft) 0.5ft 0.5ft 0
20 40 60 SOIL DESCRIPTION AND REMARKS 751.0 Continued from previous page 750.0 49.6
<l.
~
RESIDUAL SOIL: FAT CLAY (CH), reddish brown (5YR 5/4),
WOR WOR WOR
---ss:14 1-very stiff, moist, moderately to highly plastic fines, trace to
~
.His.&~~~hvnJ--t-~w:vclR=======~~~==~~~~~-E~~~~~~few fine to coarse sand, trace fine angular gravel (chert),
748.0 51.6 1-----v~~~w~a~t<:!._n~ H~l~~t~n- ___________ -(~:
50/0.2
~
WEATHERED ROCK: CRYSTALLINE DOLOMITE, sampled as WELL GRADED GRAVEL (GW), light gray (7.5YR 7/1),
very dense, wet, fine to coarse gravel, weak HCI reaction Soil drilling halted. Log continues on geotechnical coring log Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-573 of 706 1-Observed water levels:
48.5 ft bgs, AM 6/8/13 48.3 ft bgs, AM 6/9/13 45.3 ft bgs, AM 6/10/13 41.0 ft bgs, AM 6/11/13 46.8 ft bgs, AM 6/18/13 I-43.8 ft bgs, AM 6/19/13 41.5 ft bgs, AM 6/20/13 40.6 ft bgs, AM 6/21113 1-
a me GEOTECHNICAL CORING LOG Prepared By: MBL Date: 3/5/14 Checked By: JCM Date: 3/5/14 SHEET 1 OF 6 BECHTEL PROJECT NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 COUNTY: Roane, TN I GEOLOGIST: E. Shrum SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: B. Akins/J. Criss Boring Orientation BORING NO.:
MP-419 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: D-120 (MW-1)
Inclination: Vertical GROUND ELEV.:
799.6 ft (NAVD88) NORTHING:
571,270 US ft (NAD83) EASTING: 2,446,701 US ft (NAD83) Azimuth:
NA TOTAL DEPTH: 321.1 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (I D): 140-lb Auto (027)
DATE STARTED:
6/7/13 COMPLETED: 6/21/13 I CASING DEPTH: 51.8 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 @ 51.8 ft 747.8 51.8 2.3 6:09 (2.3)
(1.0)
Run 1
~
/4,.0 CRYSTALLINE DOLOMITE, fine grained, gray (10YR 6/1) to light gray (10YR 7/1) mottled 4:12 100% 43%
with weak red (2.5YR 4/2), medium strong to strong, thinly to moderately bedded, locally 745.5 54.1 thickly bedded, slightly weathered to fresh, with trace thin chert beds and nodules (dark 2:05/0.3 reddish brown to dark reddish gray, with healed fractures orthogonal to bedding); calcite 2.0 (1.9)
(1.3)
Run 2
~
3:07 95%
65%
and dolomite healed fractures through-out (40-70° to core axis typical), weak to no HCI 743.5 56.1 2:53 reaction (Knox Group-Newala Formation) 3.1 2:56 (2.7)
(0.7)
Run 3
~
52.2ft: J, 50°, PR, T, B, I 3:40 87%
23%
52.2ft: BJ, 40°, PR, T, B, II
~
52.3,52.8,53.5,53.8,54.1ft: BJ, 30°, PR, T, B, II 3:41/1.1 52.5-53.0ft: J, 70°, UR, PO-VT, A, II, with calcite 740.4 59.2 53.3-53.4ft: J, 50°, UR, VT, A, II, with calcite 4.9 3:18 (4.9)
(2.5)
Run 4
~
54.2,54.6ft: J, 20°, PR, T, B, II 3:05 100% 51%
54.9ft: J, 20°, PR, PO, B, Ill 2:46 g
55.3ft: J, 30°, PR, PO, B, Ill 54.9-55.8ft: SZ/FZ, Several fractures healed with dolomite 3:01
~
56.1-59.2ft: SZ/FZ, 70-90°, several fractures healed with dolomite 735.5 64.1 3:17/0.9 56.2,56.4,56.5,56.7,57.8ft: J, 35°, PR, PO, B, II 57.8,58.0,58.8ft: BJ, 30°, PR, 0, B, Ill 5.0 3:46 (5.0)
(2.6)
Run 5 g 60.2,61.0,62.4,63.0,63.5,63.7ft: BJ, 45-50°, PR, PO, D, Ill 2:35 100% 52%
60.5,61.4,62.2,62.5,62.8,63.5ft: J, 25°, PR, PO, D, Ill 2:40 g
64.1-69.1ft: SZ/FZ, Several fractures healed with dolomite 64.2,64.4,66.1ft: BJ, 50°, VT, A, I, 3:28 64.8,65.4,65.5,65.6,66.3,67.6,67.8,68.0,68.6ft: BJ, 35°, PS, T-0, D, Ill 2:29
~
64.9,66.0ft: J, 40°, PR, PO-VT, D, Ill 730.5 69.1 68.8-69.1ft: J, 80°, UR, 0, C, Ill 5.0 3:13 (5.0)
(3.9)
Run 6
~
69.2,69.8,70.0,73.3,73.7ft: BJ, 30-40°, PR, T-PO, C, Ill 2:28 100% 78%
69.1-74.1ft: Two joint sets, 40-60° and 80-90°, spaced about 0.2' healed with dolomite and g
calcite 4:39 69.8ft: J, 60°, UR, PO, C, Ill 3:57 g
74.9-75.8ft: FZ, 30-80°, VT, A, I, with dolomite 725.5 74.1 3:34 5.0 3:26 (5.0)
(3.8)
Run 7 ~
74.9,76.0ft: BJ, 30°, PR, PO, D, Ill 4:17 100% 76%
78.0-78.6ft: FZ, 80-90°, VT, A, I, with dolomite g
78.6,78.7ft: J, 70°, UR, T-0, C, Ill 4:24 3:41
~
720.5 79.1 4:26 5.0 5:27 (5.0)
(4.0)
Run 8
~
80.4,81.4,82.5,82.6ft: J, 40-50°, UR, T-PO, C, Ill 3:17 100% 80%
81.2,81.4,83.2ft: BJ, 30°, PR, T, C, Ill 5:47 g
2:43
~
715.5 84.1 4:38 5.0 7:02 (5.0)
(4.8)
Run 9
~
84.8-87.0ft: FZ, 10-15° and 25-40°, VT, A, I, with dolomite 5:09 100% 96%
84.8ft: BJ, 30°, PL, PO, C, Ill g
85.3ft: J, 35°, SR, PO, C, Ill 4:01 87.1ft: J, 30°, PR, PO, D, Ill 4:21
~
88.2,88.7ft: J, 35°, PR, PP, B, II 710.5 89.1 4:30 5.0 4:17 (5.0)
(4.5)
Run 10 g 89.9,90.3ft: BJ, 35°, PR, PO, D, Ill 4:21 100% 90%
91.6-92.1ft: SZ/FZ, 35-65°, VT, A, I, with dolomite and indurated clay/silt 92.6,92.7,93.1ft: BJ, 30°, PR, PO, D, Ill
- 0.
4:53
~
_7()_7Jj_---------------------------------- -- ~.1 705.5 700.5 3:25 LIMESTONE (MICRITE), gray (5Y 6/1-5/1), strong, very thinly to thinly bedded, fresh, with 94.1 5:03 705_8 trace_ laminated Calcareous SILTSTONE interbeds, very dark gray (5Y 3/1 ); strong HCI 93_8
=--- lrEl.a~u:Jil_----------------------------- I--
5.0 4:33 (5.0)
(4.2)
Run 11
~
CRYSTALLINE DOLOMITE, fine grained, light gray (10YR 7/1) mottled with weak red (2.5YR 3:29 100% 84%
4/2), medium strong to strong, very thinly to moderately bedded, fresh, with trace thin chert 3:20 g
beds and nodules (dark reddish brown to dark reddish gray, with healed fractures orthogonal to bedding); calcite and dolomite healed fractures through-out (40-70° to core axis typical),
4:25
~
weak to no HCI reaction 4:13 94.0,95.8,96.4,96.6ft: SH, 15-50°, VT, A, I 99.1 96.0,96.1,96.9,98.2,98.6ft: BJ, 30°, PR, T-PO, C, Ill 4.9 5:53 (4.9)
(4.6)
Run 12 :A -
97.1ft: J, 40°, UR, PO, C, Ill 1"nnoin Q40in Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-57 4 of 706
GEOTECHNICAL CORING LOG a me SHEET 2 OF 6 BECHTEL PROJECT NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 COUNTY: Roane, TN I GEOLOGIST: E. Shrum SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: B. Akins/J. Criss Boring Orientation BORING NO.:
MP-419 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: D-120 (MW-1)
Inclination: Vertical GROUND ELEV.:
799.6 ft (NAVD88) NORTHING:
571,270 US ft (NAD83) EASTING: 2,446,701 US ft (NAD83) Azimuth:
NA TOTAL DEPTH: 321.1 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (I D): 140-lb Auto (027)
DATE STARTED:
6/7/13 COMPLETED: 6/21/13 I CASING DEPTH: 51.8 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 4:32
~
CRYSTALLINE DOLOMITE, fine grained, light gray (10YR 7/1) mottled with weak red (2.5YR 5:57 4/2), medium strong to strong, very thinly to moderately bedded, fresh, with trace thin chert 3:22 g
beds and nodules (dark reddish brown to dark reddish gray, with healed fractures orthogonal to bedding); calcite and dolomite healed fractures through-out (40-70° to core axis typical),
695.6 104.0 6:26/0.9 weak to no HCI reaction (continued) 5.0 5:10 (4.7)
(4.2)
Run 13 ~
97.3-105.7ft: J, 45-60°, VT, A, I, with calcite/dolomite; spaced 0.2' 4:47 94%
84%
98.7ft: J, 40°, VT, A, I, with calcite g
100.5,102.7ft: J, 35°, UR, T-0, B-C,11-111 5:11 102.7-103.6ft: FZ, 80-90°, VT, A, I, with calcite and dolomite 5:53
~
103.7ft: J, 40°, SR, PO, B, II 4:12 105.1,106.8,107.0,107.6ft: J, 20-30°, PR, T-PO, C-D, Ill 690.6 109.0 105.7-106.3ft: FZ, PL, W, E-K, core loss likely from this zone 5.0 10:11 (4.9)
(4.4)
Run 14
~
108.9-109.7ft: FZ, 50-60°, with dolomite 98%
88%
109.7,110.9ft: J, 20°, PR, PO, C, Ill 5:49 109.7-112.8ft: J, 20-40°, VT, A, I, with dolomite and spaced at about 0.1' 7:06 g
111.6ft: BJ, 40°, PR, T, D, Ill 7:45 113.2ft: J, 40°, UR, PO, C, Ill
~
114.4,115.3,115.5ft: J, 10°, PR-UR, T-0, C-D,11-111 685.6 114.0 6:24 116.8ft: J, 30°, UR, PO, B, II 2.4 9:53 (2.4)
(1.6)
Run 15
~
112.6-114.0ft: As above, coarse grained, light gray (N 7/), mottled with pale green (5G 6/2),
100% 67%
pale red (10R 7/3) 7:58 114.2-115.7ft: As above, intensely fractured and healed with dolomite and calcite, slightly L2-37 ;z; 683.2 116.4 silicified with few chert nodules 17:53/0.4 2.6 11:36 (2.6)
(1.4)
Run 16
~
_6§21_---------------------------------- __ 11§.9 680.6 675.6 670.6 665.6 662.0 660.6 655.6 650.6 8:11 100% 54%
CRYSTALLINE DOLOMITE, fine to coarse grained, light gray (N 7/) mottled with pale green ti (5G 6/2) and pale red (10R 7/3), strong, moderately bedded, fresh, few chert nodules (reddish 119.0 10:49/0.6 brown and dusky red), trace fine to coarse subrounded to subangular quartz sand; trace 5.0 9:14 (5.0)
(4.7)
Run 17 ~
separate/non-touching dolomite fillled pits and vugs, weak to no HCI reaction 7:35 100% 94%
117.1ft: J, 35°, UR, PO, B, II g
118.6ft: J, 80°, SR, PO, D, Ill 13:26
~ 6Z.8J... 1 119.4-119.9ft; FZ, 10-35°, VT, A, I, with calcite and spaced at about 0.1'
~
1120.0ft. J, 20, PR, T-PO, C, Ill 6:53 124.0 8:33
~
5.0 6:04 (5.0)
(4.2)
Run 18
~
7:26 100% 84%
~
7:15 10:59
~
129.0 10:09 5.0 10:49 (4.9)
(4.1)
Run 19 ~
98%
82%
6:16
~
9:03 9:21
~
11:53 134.0 7
3.6 12:38 (3.6)
(3.0)
Run 20
~
11:29 100% 83%
10:08
~
137.6 20:18/0.6 1.4 6:24 (1.4)
(0.4)
Run 21 ~
139.0 2:15/0.4 100% 29%
5.0 5:42 (5.0)
(4.0)
Run 22
~
2:44 100% 80%
3:20
~
3:50
~
144.0 4:16 7
5.0 3:31 (5.0)
(4.0)
Run 23
~
3:23 100% 80%
3:14
~
3:08 2
149.0 4:11 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-575 of 706 120.1ft: J, 5°, UR, PO, C, Ill IJ2_1_.<1ft.),~5:_, ~,£'Q, Q, Ill _______________________
CRYSTALLINE DOLOMITE, fine to medium grained, weak red (10R 4/3) to light gray (N 7/),
locally mottled, strong, very thinly to moderately bedded, locally thickly bedded, fresh, trace very thin to thin chert lenses and nodules; calcite and dolomite healed fractures common, trace calcite and dolomite filled pits and vugs (separate/non-touching), weak to no HCI reaction 121.8,123.0ft: J, 50° and 70°, VT, A, I, with dolomite 122.1ft: J, 50°, PR, T, B, Ill 122.3,122.9,123.0ft: J, 20-45°, VT, A, I 123.4-123.6ft: FZ, 40°, PR, UR, 0, C, Ill 124.3,124.9,125.0,125.5,128.5ft: BJ, 35-40°, PR, T-PO, D, Ill 125.9ft: J, 45°, PS, T, G, Ill 126.4ft: J, 45°, UR, T-PO, B, II 127.1-128.0ft: J, 20-60°, VT, A, I 129.7,129.8,130.7,130.9ft: J, 25-40°, PR, T-PO, B, II 132.8ft: J, 60°, VT, A, I 134.1ft: BJ, 40°, PR, PO, C, Ill 135.3ft: J, 20°, PR, PO, C, II 136.3ft: BJ, 35-40°, PR, T, B, II 136.9-139.3ft: SZ/FZ, low to high angle fractures, shears 137.0-139.3ft: As above, intensely fractured, moderately weathered, some indurated clay/silt filling fractures, dusky red (10R 3/3) 137.6-139.3ft: FZ, 30-60°, calcite-healed joints spaced at about 0.3' 140.8ft: J, 35°, UR, T-PO, D, Ill 141.4,141.8ft: J, 25-30°, PR, T, D, Ill 142.1ft: J, 30°, PR, PO, C, Ill 145.2ft: BJ, 40°, PR, T, C, II 145.4-145.6ft: J, 20°, PR, 0, D, Ill 145.9ft: J, 60°, PR, T-PO, D, II 147.2,147.5,147.7ft: J, 60°, VT, A, I, with dolomite 147.4ft: J, 20°, PR, T, C, II 148.1-149.0ft: Intensely fractured, moderately weathered, some indurated clay/silt filling fractures, dusky red (1 OR 3/3) 121.5 I
I I
GEOTECHNICAL CORING LOG a me SHEET 3 OF 6 BECHTEL PROJECT NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 COUNTY: Roane, TN I GEOLOGIST: E. Shrum SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: B. Akins/J. Criss Boring Orientation BORING NO.:
MP-419 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: D-120 (MW-1)
Inclination: Vertical GROUND ELEV.:
799.6 ft (NAVD88) NORTHING:
571,270 US ft (NAD83) EASTING: 2,446,701 US ft (NAD83) Azimuth:
NA TOTAL DEPTH: 321.1 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (I D): 140-lb Auto (027)
DATE STARTED:
6/7/13 COMPLETED: 6/21/13 I CASING DEPTH: 51.8 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 3:49 (5.0)
(4.7)
Run 24
~
CRYSTALLINE DOLOMITE, fine to medium grained, weak red (10R 4/3) to light gray (N 7/),
4:02 100% 94%
locally mottled, strong, very thinly to moderately bedded, locally thickly bedded, fresh, trace 4:21 g
very thin to thin chert lenses and nodules; calcite and dolomite healed fractures common, trace calcite and dolomite filled pits and vugs (separate/non-touching), weak to no HCI 4:06 reaction (continued) 645.6 154.0 4:49
~
155.0-157.1ft: Fracture/shear zone, moderately weathered, some indurated clay/silt filling 4.9 5:21 (4.9)
(2.8)
Run 25
~
fractures, dusky red (1 OR 3/3), with moderately bedded chert lense (very dark gray) 149.1,151.7,151.8,151.9,152.5ft: J, 30°, PR, T-PO, C, Ill 4:57 100% 57%
150.1ft: J, 50°, VT, A, I, with calcite, silt/clay 5:09
~
152.0,153.6,154.4,154.8ft: J, 30-40°, PR, T-0, B-D,11-111 4:14 L2-38
_ 13+/-.2&_ I 155.2,157.3ft: J, 45°, PR, PO, D, II
_1§"7.1 156.8ft: J, 40°, PR, PO, C, Ill I
640.7 158.9 4:13/0.9 1156.9,157.0ft: J, 30-35°, PR, T-PO, B-C, II I
5.3 4:40 (5.3)
(4.3)
Run 26
~
LIMESTONE (MICRITE), gray (2.5Y 6/1-5/1), medium strong, very thinly to moderately 4:59 100% 81%
bedded, fresh, trace laminated to very thin, wavy and diffuse shaley SILTSTONE interbeds; 638.7 strong HCI reaction 160.9 3:13
-- -1157.5,158.2,158.3ft: J, 30-35°, PR, T-PO, B-C, II r--
1 157.8,157.9,158.3,158.7ft: BJ, 35-40°, UR-PR, T-0, B, II I
3:36 g
1158.7ft: J, 45°, PR, PO, D, II I
5:46/1.3 11~~ 1_fl0Jlf!_ B_.J, ~Ol5_:, f>_R,_T £Q, Q:D_,_II_ _________________ j 635.4 164.2
- 7.
CRYSTALLINE DOLOMITE, fine to medium grained, gray (2.5Y 6/1-5/1), locally with trace 4.9 4:21 (4.9)
(4.9)
Run 27
~
weak red (10R 4/3) mottling, strong, thinly to moderately bedded, fresh, trace to few very thin 3:09 100% 100%
to thin chert beds, lenses, and nodules (reddish brown, weak red, and dark gray), trace mostly 3:46 g
fine grained subrounded to subangular quartz sand; trace separate/non-touching dolomite fill led pits and vugs, weak to no HCI reaction 3:57
~
160.9-162.7ft: FZ, 85-90°, VT, A, I, with dolomite and spaced at 0.2' 5:08 161.8,162.3,162.8ft: BJ, 30-35°, PR, T-PO, C-D, II 630.5 169.1 161.8-162.2ft: J, 85°, UR, T, C, Ill 2.8 4:19 (2.8)
(2.8)
Run 28
~
163.2ft: J, 40°, PR, PO, D, II 5:11 100% 100%
L2-39 165.4ft: J, 60°, VT, A, I 2
166.1,167.3,168.2ft: BJ, 20-30°,PR, T-PO, D, II 627.7 171.9 16:44/0.8 170.2ft: BJ, 45°, PR, PO, C, II 1.5 4:09 (1.5)
(1.2)
Run 29 ~
_~g6,g_ _1~.~t:_.J,1_0_:,LJ_R,_P_Q,_c;,_ll_ _______________________
172.7 626.2 173.4 26:52/0.5 100% 80%
CHERT CEMENTED SANDSTONE, reddish brown (5Y 4/4) to pinkish gray (5YR 6/2 and 625.5 174.1 0.7 8:21/0.7 (0.7)
(0.7)
Run 30 ~
7.5YR 7/2), very strong, thickly bedded, fine to medium grained, subangular quartz sand and 5.0 100% 100%
L2-40 ~
-624.7 chert fragments, few dolomite clasts, trace pits; chert cemented grading to dolomite 174.9 4:17 (5.0) 1(4.1)
Run 31
- - - I cemented, no to weak HCI reaction
( -
2:42
~
100% 82%
I 172.7ft: BJ, 35°, PR, PO, C, II 3:28 1172.9ft: J, 20°, PR, PO, B, II I
2:33
~
l1~.~t:_.J,]O_:,LJ_R,_O,_C,_II ________________________ I 5:49 CRYSTALLINE DOLOMITE, fine to coarse grained, gray (10YR 5/1, 2.5Y 6/1-5/1) to dark gray 620.5 179.1
- 7.
(2.5Y 4/1) and trace dark greenish gray (10GY 4/1), locally grading to and mottled with weak 5.0 4:49 (5.0)
(4.3)
Run 32
~
red (2.5YR 5/2), strong, very thinly to moderately bedded, fresh, trace to few very thin to thin 5:16 100% 86%
chert beds, lenses, and nodules (reddish brown to gray), locally with trace laminated to very
~
thin, mostly fine grained subrounded quartz sand lenses; trace stylolites, trace calcite and 5:18 dolomite fill led pits and vugs (separate/non-touching), weak to no HCI reaction 3:48
~
175.8ft: J, 40°, PR, T-PO, B, II 176.2,176.8,177.5ft: BJ, 25-40°, PR, PO, C, II 615.5 184.1 4:31 182.3ft: BJ, 35°, PR, T, C, II 4.6 5:05 (4.6)
(3.9)
Run 33 6 182.7ft: J, 40°, PS, 0, B, II 3:11 100% 85%
182.8ft: J, 70°, PR, PO, D, Ill
~
185.2,185.5ft: BJ, 35° and 30°, PR, PO, C, II 3:16 185.4,187.5,187.8ft: J, 45-60°, PR, T-PO, C, Ill 4:00
~
610.9 188.7 1:58/0.6 4.9 4:11 (4.9)
(4.1)
Run 34 g 188.7-194.5ft: J, 30° and 50-60°, VT, A, I, with dolomite and spaced at about 0.5' 100% 84%
188.8,189.1,189.2ft: BJ, 30°, PR, T-PO C, II 3:25
~
189.5ft: J, 45°, VT, A, I 2:45 191.2,192.0ft: J, 60-70°, UR, PO, D, II 3:13
~
191.4,192.6ft: BJ, 40°, PR, T-PO, D, II 4:05/0.9 193.0ft: J, 60°, PR, PO, D, Ill 606.0 193.6 RO!'i !'i 1<:!4 0.5 3:36/0.5 (0.5)
(0.5)
Run 35 ~
5.0 3:55 100% 100%
Run 36 195.3ft, J, 50°, PR, PO, B, II 3:33 (5.0) 1(5.6)
~
195.4ft: BJ, 30°, PR, PO, C, II 100% 100%
195.5-216.5ft: J, 45-55°, VT, A-B, I-ll, spaced at about 1.0' 3:37 2
L*nn Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-576 of 706
GEOTECHNICAL CORING LOG a me SHEET 4 OF 6 BECHTEL PROJECT NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 COUNTY: Roane, TN I GEOLOGIST: E. Shrum SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: B. Akins/J. Criss Boring Orientation BORING NO.:
MP-419 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: D-120 (MW-1)
Inclination: Vertical GROUND ELEV.:
799.6 ft (NAVD88) NORTHING:
571,270 US ft (NAD83) EASTING: 2,446,701 US ft (NAD83) Azimuth:
NA TOTAL DEPTH: 321.1 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (I D): 140-lb Auto (027)
DATE STARTED:
6/7/13 COMPLETED: 6/21/13 I CASING DEPTH: 51.8 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 3:38
~
CRYSTALLINE DOLOMITE, fine to coarse grained, gray (10YR 5/1, 2.5Y 6/1-5/1) to dark gray 600.5 199.1 (2.5Y 4/1) and trace dark greenish gray (10GY 4/1), locally grading to and mottled with weak 5.0 3:47 (5.0)
(4.8)
Run 37 g red (2.5YR 5/2), strong, very thinly to moderately bedded, fresh, trace to few very thin to thin 3:23 100% 96%
chert beds, lenses, and nodules (reddish brown to gray), locally with trace laminated to very thin, mostly fine grained subrounded quartz sand lenses; trace stylolites, trace calcite and 3:50 g
dolomite fill led pits and vugs (separate/non-touching), weak to no HCI reaction (continued) 4:53 199.4-200.3ft: J, 90°, VT, A, I, with dolomite 2
200.7,201.8,203.1ft: BJ, 30-50°, T-PO, C, Ill 595.5 204.1 10:25 2.8 8:18 (2.8)
(2.8)
Run 38
~
205.3ft: J, 45°, PR, T-PO, C, II 5:31 100% 100%
592.7 206.9 7:40/0.8
~
2.2 4:11 (2.2)
(2.2)
Run 39 g 207.5ft: BJ, 40°, PR, PO, D, II 3:11 100% 100%
590.5 209.1 5.0 1:01/0.2 (5.0)
(3.6)
Run 40 ~
211.3,211.5,211.8,212.1,212.5,212.7ft: FZ, 35-60°, PR, PO-MO, C, Ill 2:50 100% 72%
3:23 g
2:35 3:55 g
_5§.6&_ ____________________________________
2D.1 585.5 214.1 4:26
=s;.=;
CRYSTALLINE DOLOMITE, fine to coarse grained, weak red (2.5YR 5/2) and light gray 5.0 4:27 (5.0)
(4.6)
Run 41
~
(10YR 5/1), locally gray (5YR 5/1) to dark gray (N 4/), typically mottled, strong, very thinly to moderately bedded, fresh, trace to few very thin to moderate chert beds, lenses, and nodules 4:30 100% 92%
(reddish brown to gray and dusky red), locally with trace laminated to very thin, mostly fine 3:26 g
grained subrounded quartz sand lenses; trace siliceous intervals, trace stylolites, trace calcite and dolomite fillled pits and vugs (separate/non-touching), weak to no HCI reaction 3:09 g
216.0,216.2ft, BJ, 30°, PR, T-PO, D, Ill 580.5 219.1 3:15 5.0 2:57 (5.0)
(4.7)
Run 42 ~
219.5ft: BJ, 25°, UR, PO, D, II 2:59 100% 94%
220.8ft: J, 65°, PR, T, C, II g
220.9ft: BJ, 25°, PR, PO, D, II 2:28 221.4,226.7,227.8,227.9ft: J, 60°, VT, A, I, with dolomite 2:53 g
575.5 224.1 3:08 X.
5.0 2:52 (5.0)
(4.6)
Run 43
~
224.8-224.9ft: FZ, 45°, UR, PO, E, II 2:53 100% 92%
226.8ft: BJ, 40°, PR, PO, D, II 2:35 g
2:46
~
570.5 229.1 1:54 5.0 3:00 (5.0)
(4.9)
Run 44
~
229.5ft: J, 45°, UR-UL, T, G, II 2:45 100% 98%
231.9ft: J, 30°, UR, T-PO, G, II 3:35 g
3:37
~
565.5 234.1 3:54 5.0 3:48 (5.0)
(4.5)
Run 45 g 234.5,235.7ft: BJ/SH, 45°, PR-PL, T-PO, G, Ill 3:36 100% 90%
238.6ft: J, 45°, SR, T-PO, C, II 3:34 g
3:15 560.5 239.1 3:31
~
5.0 3:30 (5.0)
(5.0)
Run 46
~
239.7-248.8ft: J, 45-55°, VT, A, I, with dolomite and spaced at about 0.5' 3:06 100% 100%
240.8-249.0ft: J, 50°, VT, A, I, with dolomite and spaced at about 1.5' g
242.1ft: BJ, 40°, PR, T, C, II 3:00 2:53
~
555.5 244.1 3:20 5.0 3:59 (5.0)
(4.6)
Run 47
~
245.7,247.1ft: BJ, 40°, PR, T-PO, D, II 3:54 100% 92%
248.5ft: BJ, 30°, UR, PO, D, II 249.0-253.6ft: FZ, J, 30-40° and high-angle fractures, VT-T, A-B, I, spaced at about 0.1' Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-577 of 706
GEOTECHNICAL CORING LOG a me SHEET 5 OF 6 BECHTEL PROJECT NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 COUNTY: Roane, TN I GEOLOGIST: E. Shrum SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: B. Akins/J. Criss Boring Orientation BORING NO.:
MP-419 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: D-120 (MW-1)
Inclination: Vertical GROUND ELEV.:
799.6 ft (NAVD88) NORTHING:
571,270 US ft (NAD83) EASTING: 2,446,701 US ft (NAD83) Azimuth:
NA TOTAL DEPTH: 321.1 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (I D): 140-lb Auto (027)
DATE STARTED:
6/7/13 COMPLETED: 6/21/13 I CASING DEPTH: 51.8 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 4:09
~
CRYSTALLINE DOLOMITE, fine to coarse grained, weak red (2.5YR 5/2) and light gray 3:59 (10YR 5/1), locally gray (5YR 5/1) to dark gray (N 4/), typically mottled, strong, very thinly to 3:57 6
moderately bedded, fresh, trace to few very thin to moderate chert beds, lenses, and nodules 550.5 249.1 (reddish brown to gray and dusky red), locally with trace laminated to very thin, mostly fine 5.0 3:29 (5.0)
(3.7)
Run 48 ~
grained subrounded quartz sand lenses; trace siliceous intervals, trace stylolites, trace calcite 4:08 100% 74%
and dolomite fillled pits and vugs (separate/non-touching), weak to no HCI reaction g
(continued) 4:09 250.6,251.0,251.1,251.3,251.4,252.0ft: BJ, 35-30°, PR-UR, T-PO, B-C, II 5:13
~
251.4-252.0ftl J, 75°, UR, T, C, II 252.6,253.5,253.6ft: J, 50-60°, PR, PO, D, Ill 545.5 254.1 4:47 5.0 3:34 (5.0)
(4.7)
Run 49
~
254.4ft: BJ, 35°, PR, T, B, II 3:14 100% 94%
254.5-264.0ft: J, 35-60°, VT-T, A, I-ll, spaced at 1.5' 3:08 g
3:12
~
540.5 259.1 3:35 5.0 3:20 (5.0)
(3.4)
Run 50
~
260.9,261.1ft: BJ, 35°, PR, T, D, II 4:16 100% 68%
263.5ft: J, 70°, SR, P0-0, D, II g
264.2-268.1ft: J, 50-80°, VT, A, I, spaced at about 0.5' 3:40 3:15
~
535.5 264.1 3:08 5.0 2:52 (5.0)
(4.7)
Run 51 g 265.3ft: BJ, 30°, PR, PO, C, II 2:42 100% 94%
268.2-268.8ft: FZ 268.2ft: J, 30°, PR, PO, C, II 3:13 g
268.5ft: J, 60°, T, UR, B, II 3:00 269.0-270.2ft: FZ, 45-60°, VT, A, I, with calcite and spaced at about 0.1' 530.5 269.1 2:44 2
5.0 4:01 (5.0)
(4.2)
Run 52
~
269.8ft: J, 30°, PR, T, D, II 4:43 100% 84%
271.2ft: J, 45°, UR, PO, D, II g
271.5,272.7,272.9,273.1ft: J, 50-75°, VT, A, I 2:41 271.9,272.6ft: BJ, 30°, PR, T, D, II 2:55 g
270.4-271.0ft: CALCAREOUS SILTSTONE and LIMESTONE (MICRITE), very dusky red 3:10 (2.5YR 2.5/2) and dark greenish gray (10GY 4/1) to white (N 8/), weak to medium strong, 525.5 274.1 laminated to very thinly bedded, moderately to slightly weathered, strong HCI reaction 5.0 3:51 (5.0)
(4.5)
Run 53 ~
274.7-276.7ft: J, 45-70°, VT, A, I, with calcite and dolomite and spaced at about 0.4' 3:04 100% 90%
275.7,276.7ft: J, 70°, UR, T-PO, C, II g
277.3ft: J, 40°, US, T, B, II 3:19 278.0,278.5ft: BJ, 40°, PR, T, B, II 3:18
~
278.0-278.5ft: J, 90°, VT-T, B, II 520.5 279.1 3:25 5.0 3:08 (5.0)
(4.9)
Run 54
~
279.1ft: J, 80°, UR, T, B, II 2:22 100% 98%
279.3-289.0ft: J, 50-60°, VT, A, I, spaced at about 1.0' g
279.9ft: BJ, 30°, PR, PO, D, II 2:33 281.0ft: J, 70°, PR, T, C, II 2:15
~
282.0ft: BJ, 40°, PR, T, C, II 515.5 284.1 2:07 5.0 2:35 (5.0)
(4.8)
Run 55
~
285.7ft: BJ, 35°, PR, PO, H, Ill 2:48 100% 96%
289.7ft: J, 35°, UR, PO, F, Ill 3:06 g
3:14
~
510.5 289.1 3:08 5.0 6:30 (5.0)
(4.2)
Run 56 g 292.0,292.1,292.4,292.5ft: BJ, 40-45°, PS, T-PO, G, II 4:24 100% 84%
293.0,293.7ft: SH, 50° and 20°, VT, A, I, with calcite 293.9ft: J, 30°, UR, PO, D, II 3:41 g
289.5-290.4ft: CHERT, pinkish gray (5YR 7/2) to red (10R 4/6), fragmental with carbonate and 3:57 chert clasts in chert cement, slight dissolution resulting in few pits and vugs 505.5 294.1 3:13 2
5.0 3:12 (5.0)
(4.6)
Run 57
-;r. -
295.9,296.2,296.3ft: BJ, 45°, PR, T-PO, D, II Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-578 of 706
GEOTECHNICAL CORING LOG a me SHEET 6 OF 6 BECHTEL PROJECT NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 COUNTY: Roane, TN I GEOLOGIST: E. Shrum SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: B. Akins/J. Criss Boring Orientation BORING NO.:
MP-419 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: D-120 (MW-1)
Inclination: Vertical GROUND ELEV.:
799.6 ft (NAVD88) NORTHING:
571,270 US ft (NAD83) EASTING: 2,446,701 US ft (NAD83) Azimuth:
NA TOTAL DEPTH: 321.1 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (I D): 140-lb Auto (027)
DATE STARTED:
6/7/13 COMPLETED: 6/21/13 I CASING DEPTH: 51.8 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 3:38 100% 92%
~
CRYSTALLINE DOLOMITE, fine to coarse grained, weak red (2.5YR 5/2) and light gray 4:12 (10YR 5/1), locally gray (5YR 5/1) to dark gray (N 4/), typically mottled, strong, very thinly to g
moderately bedded, fresh, trace to few very thin to moderate chert beds, lenses, and nodules 2:17 (reddish brown to gray and dusky red), locally with trace laminated to very thin, mostly fine grained subrounded quartz sand lenses; trace siliceous intervals, trace stylolites, trace calcite 500.5 299.1 2:52
- z; and dolomite fillled pits and vugs (separate/non-touching), weak to no HCI reaction 5.0 1
- 42 (5.0)
(5.0)
Run 58
~
(continued) 2:35 100% 100%
301.5ft: J, 40°, PR, T, B, II g
302.3-304.1ft: J, 65-80°, VT, A, I, spaced at 0.1' 3:19 3:44
~
495.5 304.1 2:25 5.0 8:16 (5.0)
(5.0)
Run 59 g 304.1-315.0ft: As above, to weak red (2.5YR 4/2) mottled with gray (N 6/) to greenish gray 4:01 100% 100%
(10Y6/1) 305.0,308.2,308.7ft: BJ, 40°, PR, T-PO, D, II 3:41 g
3:52 490.5 309.1 4:17 2
5.0 4:27 (5.0)
(4.9)
Run 60
~
311.2ft: BJ, 45°, PR, 0, G, II 5:01 100% 98%
5:04 g
14:58 g
485.5 314.1 8:58 5.0 6:33 (5.0)
(2.8)
Run 61 ~
315.0ft: BJ, 40°, PR, T, D, II 5:32 100% 56%
315.1-319.1ft: FZ/BJ, 35-40°, VT, A, I, spaced at 0.5' g
315.0-321.1ft: As above, to light gray (10YR 7/1) 5:24 4:18
~
480.5 319.1 5:26 2.0 6:13 (2.0)
(2.0)
Run 62
~
5:02 100% 100%
478.5 321.1 478.5 Boring and coring terminated at 321.1 feet.
Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-579 of 706 321.1
MP-419-Boxes 1 and 2
.CUNCH RIVER SMR PROJECT AMEC PROJECT 6468 13 1072 r
SORIHG 1'1 e-*m BOX~
"""--'~10 ~II)
Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-580 of 706 Rl* IHTER\\IAL lftl REC {ftl - l't. R<'n I I-C"'ol
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