ML18003A722
| ML18003A722 | |
| 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: ML18003A722 (10) | |
Text
Core Photographs Boring MP-418 AMEC PROJ~CT 6468 131072 BORING _;__-,-----'SOX __ _
OfiJ1H (It) TO
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(ft)
MP-418-Box 3 BORIN 80)(
DEPTH_'--_Ifi)TO Q.].
(ft)
Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-559 of 706 RUN INJERVAl.. lftl REC 1ft\\
Clinch River SMR Project AMEC Project No. 6468-13-1072 q
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a me GEOTECHNICAL BORING LOG Prepared By: MBL Date: 3/5/14 Checked By: JCM Date: 3/5/14 SHEET 1 OF 2 BECHTEL NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 COUNTY: Roane, TN I GEOLOGIST: K. Lloyd SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: L. Carter/J. Rosser BORING NO.:
MP-418A DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-750X (P)
Boring Orientation Inclination: Vertical GROUND ELEV.:
811.1 ft (NAVD88) NORTHING:
570,515 US ft (NAD83) EASTING: 2,447,050 US ft (NAD83)
Azimuth:
NA TOTAL DEPTH: 320.6 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 (323438)
DATE STARTED: 6/22113 I coMPLETED: 7/3/13 I HoLE DIA.: 4" I CASING DEPTH: 80.7ft I coRE SIZE:HQ3 I BITS USED: 4" Roller Cone ELEV. DEPTH (ft)
(ft) 811.1 807.2 3.9 802.3 8.8 800.2 10.9 797.4 13.7 795.0
- c':
791.1
- Q f-o 0 0
~
~ 786.1
~
0
~
0
~ 781.1
~
"""' u 771.1 g
~
~
~
16.1 20.0 25.0 30.0 35.0 40.0 BLOW COUNT 0.5ft 0.5ft 0.5ft 6
7 12 6
11 10 11 11 10 10 16 14 8
6 9
9 10 24 13 18 21 7
8 12 6
9 13 WOH 2
2
~ 1----"-7-"'66""._._1 *-"4-"'5."'0-+-
~
22-1--3- 0
~
0
. 4 4.
BLOWS PER FOOT 20 40 60 80 Ground Surface
- 17.
2.1.
30 34 39
. 4 20 t22*
SAMP.
L 0
100 NO.
G SOIL DESCRIPTION AND REMARKS SS-1 811.1 FILL: SILTY GRAVEL with Sand (GM), gray (10YR 5/1) and I-light brownish gray (10YR 6/2), medium dense, dry, fine to coarse subangular gravel, little non-plastic fines, little fine to 0.0 808_1 coarse sand, strong HCI reaction 3_0 F---FiLL: WELCG'RAoru -G'RA VEL (Gw}: gray {1ovR -571)-. _.,..
~
- I medium dense, dry, fine to coarse subangular gravel, strong t
- fso5_6 HCI reaction 5_5 t--s-s--
3---J..,:.-.1'"'1--Fill: GraveliY SiLT With sand (ML), reddiSh brown(2.5YR_.,..
4/3), very stiff, moist, non-plastic fines, some fine to coarse 803 1 subangular gravel, little fine to coarse sand, strong HCI 8 0 f'--"""'\\!"~C_!!?~------------------ J-'"'"
SS-4 !/(;x FILL: CLAYEY GRAVEL with Sand (GC), light brownish gray
':t/:;
(2.5Y 6/2), medium dense, moist, fine to coarse subangular t-----t:ul."'fsoo.6 gravel, little moderately plastic fines, little fine to coarse __1_0§.
1-l~a_!:!_d~~r:!2 ~C.!..!:~c_!!9~ ____ ________ I I-SS-8 I-SS-9 1-FILL: SILTY GRAVEL with Sand (GM), gray (10YR 5/1),
medium dense, moist, fine to coarse subangular gravel, little non-plastic fines, little fine to coarse subangular sand, strong HCI reaction 13.7ft: As above, to reddish brown (2.5YR 4/3) 16.1ft: As above, to reddish brown (2.5YR 4/3) and pale brown (10YR 6/3), dense 25.0ft: As above, to reddish brown (2.5YR 4/3), loose 784.1 27.0
~F---RESIDUAL soll:FATCLAY(cH), reddiSh yeii0w(7:-5YR-"'
~
6/8), very stiff, moist, moderate to high plasticity fines, trace
~
fine to coarse sand and gravel, no HCI reaction f-_-;;-ss"""-1'""o---v~l-
~
SS-11 ~
f-------Y~I-
~~7:3J_RESIDUAL soll:siLT(Mi:.i:""" browniSh yeliOw (10YR-6i6)~
8Q SS-13A SS-138 1-soft, moist, low plasticity fines, trace fine to coarse sand, no HCI reaction 768.1 43.0 F---R'EsiDuA'L soli:.:-sil Tv "GRI>. vEL" With" sa rid (Giiii)~dark--=
grayish brown (10YR 4/2), loose, moist, fine to coarse
[765 6 subangular gravel, little low plastic fines, little fine to coarse 45 5
- sand, strong HCI react1on
~
I-RESIDUAL SOIL: SILT (ML), yellowish brown (10YR 5/8),
medium stiff, moist, low plasticity fines, trace fine to coarse sand, no HCI reaction UL-----L---~~--~----~--~~~----------------------------~--~~~--------------------------------------------..J Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-560 of 706
GEOTECHNICAL BORING LOG a me SHEET 2 OF 2 BECHTEL NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 COUNTY: Roane, TN I GEOLOGIST: K. Lloyd SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: L. Carter/J. Rosser Boring Orientation BORING NO.:
MP-418A DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-750X (P)
Inclination: Vertical GROUND ELEV.:
811.1 ft (NAVD88) NORTHING:
570,515 US ft (NAD83) EASTING: 2,447,050 US ft (NAD83)
Azimuth:
NA TOTAL DEPTH: 320.6 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 (323438)
DATE STARTED: 6/22113 I COMPLETED: 7/3/13 I HOLE DIA.: 4" I CASING DEPTH: 80.7 ft I CORE SIZE:HQ3 I BITS USED: 4" Roller Cone ELEV. DEPTH BLOW COUNT BLOWS PER FOOT SAMP.
L 0
20 40 60 80 100 0
SOIL DESCRIPTION AND REMARKS (ft)
(ft) 0.5ft 0.5ft 0.5ft NO.
G 762.5 Continued from previous page 761.1 756.1 751.1 746.1 741.1 736.1 732.6 50.0 WOH 2
1 3*
55.0 WOH 1
1 2
60.0 WOH WOH WOH WCH 0*
65.0 WOR WOR WOR WCR 0*
70.0 WOH WOH WOH we HI 0*
75.0 4
3 5
78.5 50/0.1 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-561 of 706 RESIDUAL SOIL: SILT (ML), yellowish brown (10YR 5/8),
"""Ss:14 medium stiff, moist, low plasticity fines, trace fine to coarse sand, no HCI reaction (continued)
I-50.0ft: As above, to yellowish brown (10YR 5/4), soft, trace fine to coarse gravel sized siltstone fragments 758.1 53.0 F---RESIDUAL soll:SiLT-wilh Gravei (ML),yelloWish brown--"'
(10YR 5/6), very soft, moist, low plasticity fines, little fine to
~
coarse gravel sized chert fragments, trace to few fine to coarse sand, no HCI reaction I-753.1 58.0
~F---RESIDUAL soiL: FAT ciA Y(CH),"" yellowiSh brown (1o'YR--=
~
5/6), very soft, moist, moderate to high plasticity fines, trace
ss:16 ~
to few fine to coarse sand, trace fine gravel sized siltstone
~I-and chert fragments, no HCI reaction
~
~
~~--
~
68.0-69.0ft: Bit chatter, hard drilling-driller indicates gravel layer
ss:16
~~
70.0ft: As above, to trace fine to coarse sand
~
73.5-74.4ft: Bit chatter, hard drilling-driller indicates gravel
ss:19 ~~
layer 75.0ft: As above, to medium stiff
~
733.1 78.0
~~mAT~~o~cK~~Too&~Rew~~---~8~
SS-20 Soil drilling halted. Log continues on geotechnical coring log Observed water levels:
I-8.4 ft bgs, AM 6/23/13 52.0 ft bgs, AM 6/24/13 54.1 ft bgs, AM 6/25/13 52.9 ft bgs, AM 6/26/13 52.2 ft bgs, AM 6/27113 53.8 ft bgs, AM 7/2/13 51.8 ft bgs, AM 7/3/13 I-I-
I-
a me BECHTEL PROJECT NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee COUNTY:
GEOTECHNICAL CORING LOG Prepared By: MBL Date: 3/5/14 Roane, TN Checked By: JCM Date: 3/5/14 SHEET 1 OF 5 I GEOLOGIST: K. Lloyd DRILLER: L. Carter/J. Rosser Boring Orientation BORING NO.:
MP-418A DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-750X (P)
Inclination: Vertical GROUND ELEV.:
811.1 ft (NAVD88) NORTHING:
570,515 US ft (NAD83) EASTING: 2,447,050 US ft (NAD83) Azimuth:
NA TOTAL DEPTH: 320.6 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (I D): 140-lb Auto (323438)
DATE STARTED:
6/22/13 COMPLETED: 7/3/13 I CASING DEPTH: 80.7 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 @ 78.6 ft 732.5 78.6 2.1 2:33 (1.2)
(0.0)
Run 1
~
16L.O LIMESTONE (MICRITE), grayish brown (10YR 5/2), medium strong, thinly to moderately 10.1 3:11/1.1 57%
0%
bedded, moderately to slightly weathered, with few to little laminated and diffuse 730.4 80.7 Calcareous SILTSTONE, and few very thin to thin chert beds, lenses, and nodules (gray to 4.2 6:58 (3.8)
(2.8)
Run 2 D
black with calcite healed tensional fractures orthogonal to bedding); trace stylolites, trace 7:52 90%
67%
calcite filled pits, strong HCI reaction (Lincolnshire Formation-Eidson Member-Unit A) 81.6ft: SH, 50°, PL, T-PO, B, Ill 5:35 82.2ft: BJ, 50°, PS, VT, A, Ill 5:30 83.0,83.1,83.3ft: BJ, 45°, PS, B, Ill 726.2 84.9 83.1-83.3ft: FZ, 45°, PS-PL, B, Ill, with calcite 725.5 85.6 0.7 3:55/0.2 (0.7)
(0.6)
Run 3 ::I 83.9,84.1ft: BJ, 50°, PR-SR, T-0, C-D, Ill 5.0 6:01/0.7 100% 86%
Run 4 :
84.1-84.9ft: FZ, 30° and 50°, SR, VW, core loss 3:19 (4.4) 1(2.4) 86.7-86.9ft: FZ, 60°, UR, PO, C, Ill, with calcite 5:25 88%
48%
87.6-87.7ft: FZ, 60°,UR, PO, C, Ill, with calcite 5:37 87.8,87.9,88.1,88.3,88.7ft: BJ, 60°, PS-PL, VT, B-C Ill, with calcite 8:12 88.9-89.0ft: SZ, 45-50°, PR-PL, T-PO,C, Ill 89.2-90.8ft: SZ,45-50°, UR-PRIPL, 0-PO, B, Ill, with calcite 720.5 90.6 7:37 720.5 90.6 715.5 710.5 705.5 700.5 695.5 690.5 685.5 5.0 4:37 (5.0)
(2.7)
Run 5 6:32 100% 54%
6:01 5:24 6:10 95.6 5.0 7:27 (4.8)
(4.0)
Run 6
~
5:35 96%
80%
6:33 6:47 100.6 5:59 5.0 5:58 (5.0)
(3.6)
Run 7
~
5:22 100% 72%
7:44 5:13 105.6 5:46 5.0 4:53 (4.7)
(2.5)
Run 8
~
4:36 94%
50%
5:14 6:51 110.6 4:57 5.0 3:50 (4.9)
(4.0)
Run 9
~
4:02 98%
80%
2:30 3:24 115.6 3:16 5.0 3:46 (5.0)
(4.4)
Run 10
~
3:26 100% 88%
5:25 8:28 5:20 120.6 5.0 1:35 (4.8)
(4.7)
Run 11 96%
94%
5:10 3:49 3:30 3:32 125.6 5.0 4:57 (5.0)
(2.9)
Run 12 100% 58%
5:34 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-562 of 706 693.0 LIMESTONE (MICRITE), grayish brown (10YR 5/2), medium strong to strong, thinly to moderately bedded, slightly weathered to fresh, with few to little laminated and diffuse Calcareous SILTSTONE, and few very thin to moderate chert beds, lenses, and nodules (gray to dark gray and black, with calcite healed tensional fractures orthogonal to bedding); trace stylolites, trace calcite filled pits, strong HCI reaction 90.8,91.1,91.3,92.1,92.6,92.9,93.9ft: BJ, 50°, PL, T-PO, B, Ill, with calcite 90.8,91.6ft: J, 35°, PO-VT, A, I, with calcite 91.2ft: J, 1 oo, VT, A, I, with calcite 92.9-93.4ft: FZ, 50-90°, UR, PO, C, Ill, with calcite 94.4,94.5,94.6,95.1,95.3ft: BJ/SH, 40-50°, PR-PL, T-PO, B-C, II-III 95.5-95.9ft: SZ, 50°, PL, PO, H-C, Ill, calcite 96.5,98.8,99.3,99.7,100.1ft: BJ, 45°, PL, T-PO, C-G, Ill, with calcite 96.6ft: SH, 50°, VT, A, I, with calcite 96.8-98.8ft: FZ, 70-80° and 30-40°, VT, A, I, with calcite and spaced at about 0.2' 97.9-98.1ft: FZ, 45°, UR, PO, C, Ill, with calcite 100.1-101.3ft: FZ, 45°, UR, P0-0, C, Ill 101.1-101.2ft: FZ, 40° and 70°, UR, 0 C, Ill 101.5,102.2,102.3,102.6,104.9,105.2ft: BJ, 35°, PS-PL, T-PO, C, Ill, with calcite 105.7,106.1,106.5,106.8,107.1,107.2,108.4,109.4,110.0ft: BJ, 40-50°, PS-PL, T-PO, B-C, Ill, with calcite 107.4-107.9ft: FZ, UR, 0, C, Ill 100.6,101.9,112.2,112.3,112.5,113.4ft: BJ, 40°, PS-US, T-PO, B-C, Ill, with calcite 111.9-112.5ft: FZ, 20-40°, UR, 0, B-H, Ill, with calcite and clay 118.1 CALCAREOUS SILTSTONE, mostly very dark gray (N 3/) to black (N 2.5/) grading locally to dusky red (10R 3/2 and 2.5YR 3/2), very dusky red (7.5R 2.5/2), and trace dark greenish gray (5GY 4/1 ), weak to medium strong and strong, laminated to moderately bedded, locally thickly bedded, slightly weathered to fresh, with little to some interbedded, very thin to moderately
- bedded, locally nodular LIMESTONE (MICRITE/
WACKESTONE/
GRAINSTONE), gray (N 6/-N 5/, 5Y 6/1, and 2.5Y 6/1 ), and few very thin to thin chert beds, lenses, and nodules (gray to dark gray and black, with calcite healed tensional fractures);
strongly bioturbated with horizontal and vertical burrows, trace calcite filled pits and vugs (separate/non-touching), strong HCI reaction (Upper Blackford Formation-Unit A) 118.4,118.6,118.9ft: J, 40°, PS, PO, B, II 127.2,127.4,127.7,128.1,128.4ft: BJ, 40°, PS, PO, B, Ill 128.5ft: J, 30°, PR, 0, C, Ill 128.7,128.9,129.1,129.2ft: BJ, 40-50°, PR, PO, B, Ill
GEOTECHNICAL CORING LOG a me SHEET 2 OF 5 BECHTEL PROJECT NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 COUNTY: Roane, TN I GEOLOGIST: K. Lloyd SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: L. Carter/J. Rosser Boring Orientation BORING NO.:
MP-418A DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-750X (P)
Inclination: Vertical GROUND ELEV.:
811.1 ft (NAVD88) NORTHING:
570,515 US ft (NAD83) EASTING: 2,447,050 US ft (NAD83) Azimuth:
NA TOTAL DEPTH: 320.6 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (I D): 140-lb Auto (323438)
DATE STARTED:
6/22/13 COMPLETED: 7/3/13 I CASING DEPTH: 80.7 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 CALCAREOUS SILTSTONE, mostly very dark gray (N 3/) to black (N 2.5/) grading locally 8:16 to dusky red (10R 3/2 and 2.5YR 3/2), very dusky red (7.5R 2.5/2), and trace dark greenish 7:48 gray (5GY 4/1 ), weak to medium strong and strong, laminated to moderately bedded, locally thickly bedded, slightly weathered to fresh, with little to some interbedded, very thin to 3:48 680.5 130.6 LIMESTONE (MICRITE/
WACKESTONE/
moderately
- bedded, locally nodular 5.0 5:01 (5.0)
(4.5)
Run 13 GRAINSTONE), gray (N 6/-N 5/, 5Y 6/1, and 2.5Y 6/1 ), and few very thin to thin chert beds, 3:48 100% 90%
lenses, and nodules (gray to dark gray and black, with calcite healed tensional fractures);
strongly bioturbated with horizontal and vertical burrows, trace calcite filled pits and vugs 3:28 (separate/non-touching),
strong HCI reaction (Upper Blackford Formation-Unit A)
(continued) 3:26 133.6,134.2,134.4,134.7ft: BJ, 35-40°, PS, T-PO, B, Ill 4:11 675.5 135.6 5.0 5:49 (5.0)
(4.3)
Run 14 135.8ft: J, 50°, PS, VT, A, II 100% 86%
137.1,137.2,137.3,137.7,139.0,139.4,139.7,140.1,140.3ft: BJ, 40-50°, PS-PL, T-PO, C-D, Ill, 3:36 with calcite and clay 3:29 140.5-140.8ft: J, 30°, VT, A, I, with calcite and spaced at about 0.1' 3:50 4:21 670.5 140.6 5.0 4:00 (4.7)
(2.1)
Run 15 140.6,140.8,140.9,141.0,141.1,142.5ft: BJ, 30°, PS-PR, PO, B, Ill 94%
42%
142.1-142.3ft: FZ, 20-60°, PR, P0-0, B, Ill 5:21 143.6-144.5ft: FZ, 60°, PL-PR, PO, B-C, Ill, with calcite 5:28 145.1-146.2ft: FZ, UR, P0-0, B, II 4:56 6:40 665.5 145.6 5.0 6:18 (5.0)
(4.2)
Run 16 146.2,147.1,147.6,147.8ft: BJ, 25-35°, PS-PR, PO, B-C, Ill 7:52 100% 84%
4:07 4:11 4:22 660.5 150.6 5.0 6:17 (5.0)
(4.3)
Run 17 153.2,153.3-153.6ft: SH, 35-40°, PL, T, C, II 100% 86%
154.2,154.7ft: BJ, 45°, PS-PR, T, B, II 3:15 3:48 4:38 4:15 655.5 155.6 5.0 6:11 (5.0)
(4.4)
Run 18 155.8,155.9,156.0,156.1,156.2ft: BJ, 35°, PS, T-PO, B, II 100% 88%
3:52 3:49 3:42 4:55 650.5 160.6 5.0 3:31 (5.0)
(4.1)
Run 19 160.8,161.0,161.1,161.5ft: BJ, 45°, PS, T-PO, B, Ill 4:24 100% 82%
160.9,161.1,161.5ft: J, 60°, PR, PO, C, Ill 3:29 4:16 5:37 645.5 165.6 5.0 5:26 (5.0)
(4.7)
Run 20 166.6,167.3,168.6ft: BJ, 30°, PS, PO, B, II 6:55 100% 94%
167.9-168.1ft: FZ, 20-30°, PR, P0-0, B, II 4:47 4:08 3:48 640.5 170.6 5.0 5:05 (5.0)
(4.7)
Run 21 175.3ft: BJ, 45°, PL, PO, B, Ill, with calcite 100% 94%
4:00 3:01 2:53 3:34 635.5 175.6 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-563 of 706
GEOTECHNICAL CORING LOG a me SHEET 3 OF 5 BECHTEL PROJECT NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 COUNTY: Roane, TN I GEOLOGIST: K. Lloyd SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: L. Carter/J. Rosser Boring Orientation BORING NO.:
MP-418A DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-750X (P)
Inclination: Vertical GROUND ELEV.:
811.1 ft (NAVD88) NORTHING:
570,515 US ft (NAD83) EASTING: 2,447,050 US ft (NAD83) Azimuth:
NA TOTAL DEPTH: 320.6 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (I D): 140-lb Auto (323438)
DATE STARTED:
6/22/13 COMPLETED: 7/3/13 I CASING DEPTH: 80.7 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 5:43 (4.5)
(3.7)
Run 22 177.9ft: BJ, 45°, PS, T, B, II 4:07 90%
74%
3:53
- =-6:321._---------------------------------- __ 1~.9 4:31
=="
CALCAREOUS SILTSTONE, mostly very dusky red (7.5R 2.5/2) grading locally to very dark 4:08 gray (N 3/) and black (N 2.5/) to reddish black (10R 2.5/1 and 2.5YR 2.5/1), with trace very 630.5 180.6 dark greenish gray (5GY 3/1 ), weak to medium strong and strong, laminated to moderately 5.0 5:52 (5.0)
(5.0)
Run 23 100% 100%
bedded, locally thickly bedded, fresh, with little to some interbedded, very thin to moderately 5:53 bedded LIMESTONE (MICRITE), gray (N 6/ to N 5/) and greenish gray (1 OY 5/1 ), and few very thin to thin chert beds, lenses, and nodules (greenish gray to dark gray, black, reddish brown 3:30 and dusky red, with calcite healed tensional fractures); strongly bioturbated with horizontal and 2:49 vertical burrows, trace calcite filled pits and vugs (separate/non-touching), strong HCI reaction 181.0ft: SH, 60°, PL, T-PO, C, Ill, with calcite 2:43 625.5 185.6 181.6,183.0,183.8,184.2ft: BJ, 30°, PR-PS, T-PO, B, II 5.0 4:52 (4.9)
(4.9)
Run 24 189.1,189.6ft: BJ, 45°, PS, T, B, II 98%
98%
7:20 8:21 7:03 8:14 620.5 190.6 5.0 6:22 (4.7)
(3.9)
Run 25 190.7ft: Mechanical break oo with core loss 6:08 94%
78%
192.8,193.1,193.5,194.4,194.7ft: BJ, 30-40°, PS-PL, T,-PO, B-C, Ill, with calcite 5:33 7:09 3:48 615.5 195.6 5.0 4:07 (5.0)
(4.0)
Run 26 196.3ft: J, 60°, PR, T, B, II 100% 80%
196.5,196.8,196.9,198.0,199.2,199.7,199.8ft: BJ, 45°, PL-PS, T, C, Ill, with calcite 3:03 197.1-197.2ft: SZ, 45°, PL-PR, PO, K, Ill, with calcite 3:15 3:02 3:28 610.5 200.6 5.0 3:07 (5.0)
(4.6)
Run 27 204.2ft: J, 30°, PR, T-PO, B, II 100% 92%
205.2ft: SH, 45°, PL, T-PO, C, Ill, with calcite 1:58 2:15 2:00 2:07 605.5 205.6 5.0 2:34 (4.8)
(3.9)
Run 28 206.1ft: BJ, 40°, PS, VT, A, II 2:40 96%
78%
207.2,207.7,208.8ft: J, 45°, PR, PO, C, Ill 207.6,209.3,209.4,209.8,210.0ft: BJ, 40°, PS-PR, T-PO, B, II 2:28 210.0-210.6ft: FZ, 40-50°, PR-PL, PO, B, Ill, with calcite 2:13 2:48 600.5 210.6 5.0 2:20 (5.0)
(4.8)
Run 29 212.1-212.3ft: FZ, 0-30°, PS, 0, B, II, mechanical breaks 100% 96%
4:47 3:34 3:14 2:13 595.5 215.6 5.0 3:58 (5.0)
(4.4)
Run 30 216.2-216.5ft: FZ, 30°, PR, 0, B, II, mechanical breaks 100% 88%
217.0,217.1,217.2,218.9,219.4,220.3ft: BJ, 30-40°, PR, PO, B, II-III, trace calcite 4:12 3:13 2:35 2:34 590.5 220.6 5.0 2:57 (4.8)
(4.8)
Run 31 222.6,224.7ft: BJ, 30°, PR, T, B, II 96%
96%
2:17 2:58 2:33 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-564 of 706
GEOTECHNICAL CORING LOG a me SHEET 4 OF 5 BECHTEL PROJECT NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 COUNTY: Roane, TN I GEOLOGIST: K. Lloyd SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: L. Carter/J. Rosser Boring Orientation BORING NO.:
MP-418A DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-750X (P)
Inclination: Vertical GROUND ELEV.:
811.1 ft (NAVD88) NORTHING:
570,515 US ft (NAD83) EASTING: 2,447,050 US ft (NAD83) Azimuth:
NA TOTAL DEPTH: 320.6 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (I D): 140-lb Auto (323438)
DATE STARTED:
6/22/13 COMPLETED: 7/3/13 I CASING DEPTH: 80.7 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 2:59 CALCAREOUS SILTSTONE, mostly very dusky red (7.5R 2.5/2) grading locally to very dark 585.5 225.6 gray (N 3/) and black (N 2.5/) to reddish black (10R 2.5/1 and 2.5YR 2.5/1), with trace very 5.0 3:31 (5.0)
(5.0)
Run 32 dark greenish gray (5GY 3/1 ), weak to medium strong and strong, laminated to moderately 100% 100%
3:14 bedded, locally thickly bedded, fresh, with little to some interbedded, very thin to moderately bedded LIMESTONE (MICRITE), gray (N 6/ to N 5/) and greenish gray (1 OY 5/1 ), and few very 4:15 thin to thin chert beds, lenses, and nodules (greenish gray to dark gray, black, reddish brown 3:45 and dusky red, with calcite healed tensional fractures); strongly bioturbated with horizontal and vertical burrows, trace calcite filled pits and vugs (separate/non-touching), strong HCI reaction 3:47 580.5 230.6 (continued) 5.0 4:05 (5.0)
(5.0)
Run 33 227.0ft: J, 40°, PR, T, B, II, spaced at 0.05' 3:15 100% 100%
227.4,229.6ft: BJ, 35-40°, PS, T-PO, B, II 2:43 3:52 3:02 575.5 235.6 575.5 235.6 570.5 565.5 560.5 555.5 550.5 545.5 540.5 5.0 3:54 (5.0)
(5.0)
Run 34 100% 100%
3:21 3:00 2:35 2:51 240.6 5.0 2:54 (5.0)
(4.1)
Run 35 100% 82%
3:01 3:06 3:43 4:44 245.6 5.0 4:05 (5.0)
(5.0)
Run 36 100% 100%
3:06 3:05 3:18 3:40 250.6 5.0 4:09 (4.7)
(2.8)
Run 37 94%
56%
4:06 5:00 4:10 4:46 255.6 5.0 3:33 (4.9)
(4.3)
Run 38 4:13 98%
86%
3:30 3:02 3:19 260.6 5.0 4:04 (4.9)
(4.0)
Run 39 98%
80%
4:05 4:17 3:32 5:41 265.6 5.0 5:18 (4.9)
(3.0)
Run 40 98%
60%
4:41 3:50 3:22 3:10 270.6 5.0 4:34 (5.0)
(4.5)
Run 41 3:34 100% 90%
Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-565 of 706 CALCAREOUS SILTSTONE, variably very dark gray (N 3/), black (N 2.5/), reddish black (2.5YR 2.5/1), very dusky red (2.5YR 2.5/2 and 7.5R 2.5/2), and trace very dark greenish gray (5GY 3/1 ), weak to medium strong and strong, laminated to moderately bedded, locally thickly bedded, fresh, with little to some interbedded, laminated to moderately bedded LIMESTONE (MICRITE,WACKESTONE), light gray (N 7/), gray (2.5Y 6/1 and N 5/), dark gray (N 4/), and greenish gray (10Y 5/1), and few very thin to moderate chert beds, lenses, and nodules (variegated dark gray to black with olive gray, weak red to reddish black, and very dusky red, few with red jasper specks; fractured as described previously); strongly bioturbated with horizontal and vertical burrows, trace calcite filled pits and vugs (separate/non-touching),
strong HCI reaction 237.6,238.7ft: BJ, 35-45°, PS, T, B, II 243.7-244.1ft: FZ, 45°, PR-PS, PO, C, Ill, with calcite 244.3ft: J, 55°, PR, PO, C, Ill, with calcite and pyrite 244.4-245.0ft: J, 75°, PS, VT, A, Ill, with calcite 244.7ft, BJ, 45°, PL, T, B, II 248.7,250.3ft: BJ, 45°, PL, T, C, Ill 250.8,251.1,251.2,251.6,252.1,252.4,253.1,253.9,254.3,254.7,254.9ft: BJ, 30-40°, PS-PL, PO, B, II, with calcite 252.6ft: J, 35°, PR, PO, C, Ill, with calcite 253.2ft: SH, 50°, PS, VT, A, II 254.3-255.3ft: FZ, oo and 20-30°, PS, P0-0, B, II 255.6,258.3,259.7ft: BJ, 25-40°, PS-PL, T-PO, B-C, Ill, with calcite 262.3,263.0,263.3,263.4,263.5,263.8,264.8ft: BJ/SH, 45°, PL, T-PO, C, II, with calcite 266.1-266.3ft: FZ, 10-15°, PR, PO, B, II, mechanical breaks 267.0,267.3,267.5ft: BJ, 30-40°, PS, T-PO, B, II 267.0,268.3ft: J, 50-60°, PS, VT, B, II 268.1ft: FZ, 15-20°, PR, P0-0, B, II, mechanical breaks 271.0ft: SH, 40°, PL, VT, C, Ill, with calcite 271.4ft: SH, 70°, PL, T, C, Ill, with calcite 271.8,272.1,272.6,274.0,275.1,275.3ft: BJ, 30-40°, PR-PL, T-PO, C, Ill, calcite
GEOTECHNICAL CORING LOG a me SHEET 5 OF 5 BECHTEL PROJECT NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 COUNTY: Roane, TN I GEOLOGIST: K. Lloyd SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: L. Carter/J. Rosser Boring Orientation BORING NO.:
MP-418A DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-750X (P)
Inclination: Vertical GROUND ELEV.:
811.1 ft (NAVD88) NORTHING:
570,515 US ft (NAD83) EASTING: 2,447,050 US ft (NAD83) Azimuth:
NA TOTAL DEPTH: 320.6 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (I D): 140-lb Auto (323438)
DATE STARTED:
6/22/13 COMPLETED: 7/3/13 I CASING DEPTH: 80.7 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 3:26 CALCAREOUS SILTSTONE, variably very dark gray (N 3/), black (N 2.5/), reddish black 3:46 (2.5YR 2.5/1), very dusky red (2.5YR 2.5/2 and 7.5R 2.5/2), and trace very dark greenish gray (5GY 3/1 ), weak to medium strong and strong, laminated to moderately bedded, locally thickly 4:20 535.5 275.6 bedded, fresh, with little to some interbedded, laminated to moderately bedded LIMESTONE 5.0 6:18 (5.0)
(4.4)
Run 42 (MICRITEANACKESTONE), light gray (N 7/), gray (2.5Y 6/1 and N 5/), dark gray (N 4/), and 100% 88%
10:14 greenish gray (10Y 5/1), and few very thin to moderate chert beds, lenses, and nodules (variegated dark gray to black with olive gray, weak red to reddish black, and very dusky red, 3:22 few with red jasper specks; fractured as described previously); strongly bioturbated with 5:27 horizontal and vertical burrows, trace calcite filled pits and vugs (separate/non-touching),
strong HCI reaction (continued) 3:40 530.5 280.6 276.4,277.6,278.6,278.9ft: BJ, 30-40°, PL-PS, PO, B, Ill, with calcite 5.0 3:31 (5.0)
(4.7)
Run 43 279.0-279.5ft: FZ, 40°, PS-PL, T-PO, B, Ill, with calcite 100% 94%
281.4,282.8,283.3,283.6,284.7ft: BJ, 35-40°, PR-PL, T-PO, B,11-111, with calcite 3:49 3:54 6:59 7:36 525.5 285.6 5.0 5:45 (4.2)
(2.7)
Run 44 286.9ft: BJ, 40°, PL-PS, PO, C, Ill, calcite 84%
54%
287.5-287.9ft: FZ, 0-20°, PR, P0-0, B, II, mechancial breaks 2:50
=-~31._---------------------------------- __ 2!3"7.9 6:01
~
LIMESTONE (MICRITE), light gray (2.5Y 7/1) to gray (N 5/) and dark gray (N 4/), strong, thinly 14:06 to moderately bedded, locally laminated, fresh, with little to some interbedded laminated to thin 10:45 Calcareous SILTSTONE, very dark gray (N 3/) to black (N 2.5/) and very dark greenish gray 520.5 290.6 (5GY 3/1) to dark reddish gray (2.5YR 4/1 to 3/1 ), and few to little very thin to moderate chert 5.0 6:52 (5.0)
(2.9)
Run 45
~
beds, lenses, and nodules (variegated dark gray to black with olive gray, weak red to reddish 6:58 100% 58%
black, and very dusky red, most with red jasper specks; fractured as described previously);
6:42 locally bioturbated, strong HCI reaction 288.6,289.3ft: BJ, 40°, PL-PS, PO, C, Ill, calcite 4:29 291.1,291.5ft: SZ/FZ, 30-45°, PS-PL, P0-0, B, Ill, with calcite 6:17 292.0,292.7,293.0,293.3ft: BJ, 30°, PS, T-PO, C-B, II-III, with calcite 515.5 295.6 293.6-295.3ft: SZ/FZ, 30-45°, PS-PL, T-PO, B, Ill, with calcite 5.0 10:18 (5.0)
(3.7)
Run 46 296.4,297.0,297.2,297.8,297.9,298.1,298.5,298.7,298.9,299.5ft: BJ, 25-35°, UR-PS, T-PO, B, 9:18 100% 74%
Ill, with calcite 298.4ft: BJ, 30°, PS, VT, A, II 9:47 300.1ft: SZ/FZ, 30°, PR, PO, B, Ill, with calcite 5:56 510.5 300.6 12:34 5.0 4:59 (5.0)
(4.5)
Run 47
~
301.1,301.6,301.9,303.5,304.6ft: BJ, 25-35°, PS-PL, T-PO, B, Ill, with calcite 5:35 100% 90%
3:28 5:02 505.5 305.6 8:00 505.5 305.6 5.0 12:28 (5.0)
(3.7)
Run 48
~
LIMESTONE (MICRITE), light gray (2.5Y 7/1) to gray (N 5/), strong, thinly to moderately 7:16 100% 74%
bedded, fresh, with few to little interbedded laminated to very thin Calcareous SILTSTONE, very dark gray (N 3/) to very dark greenish gray (5GY 3/1 ), and few to little very thin to 6:06 moderate chert beds, lenses, and nodules (mostly reddish brown and dusky red to dark 7:00 gray and black with olive gray, most with red jasper specks; fractured as described 9:19 previously); locally laminated, trace calcite filled pits and sparry calcite "bird eyes", strong 500.5 310.6 HCI reaction (Lower Blackford Formation-Unit A) 5.0 12:56 (4.7)
(4.4)
Run 49
~
306.7,307.0,307.3,307.8,308.1,308.4,309.2,309.7,309.9,310.3ft: BJ, 30°, PS, T-PO, B,11-111 5:20 94%
88%
312.3,313.3,314.1,314.4ft: BJ, 30-45°, PR-PS, PO, B, Ill 9:55 5:16 495.5 315.6 8:11 5.0 8:43 (3.9)
(3.2)
Run 50
~
316.5ft: BJ, 30°, PR, PO, B, II 8:20 78%
64%
318.4-319.3ft: Mechanical breaks 10:34 6:35 490.5 320.6 5:04 490.5 320.6 Boring and coring terminated at 320.6 feet.
Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-566 of 706
MP-418A-Boxes 1 and 2 AMEC PROJECT fi~61J 131072 rJOtliHG MF'-qlgA nox_l _
Of:PTH ""H-.3 (fi)TO ~(II)
MP-418A-Boxes 3 and 4 AMEC PROJECT 6468 13 1072 BORING Hr-'ltfYI 80X_3 __
CLIN H Rl~ER SMR PROJECT AMEC PROJECT fl-468 13 1072
...,!...:!.--"=--*aox_4 _ _
Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-567 of 706
MP-418A-Boxes 5 and 6 MP-418A-Boxes 7 and 8 t<MEC 1'/WJECT (t.,,./1 13 /lit.:
/JOJ /t.~G....MI
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~~~* 1'19.1.::. 't1' {~"4) 10 1100.,.,
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--r Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-568 of 706