ML18003A541
| ML18003A541 | |
| 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: ML18003A541 (13) | |
Text
Core Photographs Boring MP-201 MP-201-Boxes 21 and 22 Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-209 of 706 Clinch River SMR Project AMEC Project No. 6468-13-1072 iWN INTERVAL,jf\\) REC 1ft\\- l'¥!4 R9_U 1ft\\ - 1"/..\\
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a me BECHTEL NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee BORING NO.:
MP-202 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: C. Baldwin/M. Lear DRILLER: D. White/0. Smith Boring Orientation DRILL MACHINE: CME-55LC (C)
Inclination: Vertical GROUND ELEV.:
811.8 ft (NAVD88) NORTHING:
570,922 US ft (NAD83) EASTING: 2,448,050 US ft (NAD83)
Azimuth:
NA TOTAL DEPTH: 461.0 ft I SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I ROD TYPE: AWJ I HAMMER (ID):140-Ib Auto (331145)
DATE STARTED: 6/6/13 I COMPLETED: 6/24/131 HOLE DIA.: 4" ELEV.
(ft) 811.8 ts"l"l.ts 808.3 805.7 803.3 DEPTH BLOW COUNT BLOWS PER FOOT (ft) 0.5ft 0.5ft 0.5ft 0
20 40 60 Ground Surface u.u 4
4 8
2*
3.5 17 37 23 0
6.1 50/0.5 8.5 50/0.1 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-211 of 706 I CASING DEPTH: 14.2 ft I CORE SIZE:HQ3 I BITS USED: 4" Roller Cone SAMP.
L 80 100 0
SOIL DESCRIPTION AND REMARKS NO.
G 811.8 0.0 SS-1
~
FILL: SILT with Gravel (ML), pale red (7.5R 6/4), stiff, dry, low plastic fines, little fine to coarse gravel, strong HCI
~~~~~------------------J~Q FILL: WELL GRADED GRAVEL with Sand (GW), reddish gray (7.5R 6/1), very dense, dry, fine to coarse gravel, few SS-2
~-
fine to medium sand, trace non-plastic fines, strong HCI
~0~~~~------------------~5Q
~
WEATHERED ROCK:
CALCAREOUS SILTSTONE, 50/0.
SS-3
~
sampled as Sandy SILT with gravel (ML), weak red (5R 4/4)
~
to dark red (5R 2.5/6), hard, dry to wet, non-plastic to low plasticity fines, little fine to medium sand, little fine to coarse
~c gravel, strong HCI reaction 50/0.1 SS-4 02.8 9.0 Soil drilling halted. Log continues on geotechnical coring log Observed water levels:
1-7.5 ft bgs, AM 6/7/13 15.2 ft bgs, AM 6/8/13 24.4 ft bgs, AM 6/9/13 12.4 ft bgs, AM 6/10/13 12.0 ft bgs, AM 6/11/13 15.2 ft bgs, AM 6/12/13 39.5 ft bgs, AM 6/13/13 1-41.9 ft bgs, AM 6/18/13 24.7 ft bgs, AM 6/19/13 43.8 ft bgs, AM 6/20/13 34.5 ft bgs, AM 6/21113 37.6 ft bgs, AM 6/22/13 36.8 ft bgs, AM 6/23/13 39.8 ft bgs, AM 6/24/13 1-1-
1-1-
1-1-
a me GEOTECHNICAL CORING LOG Prepared By: MBL Date: 3/5/14 Checked By: JCM Date: 3/5/14 SHEET 1 OF 10 BECHTEL PROJECT NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 COUNTY: Roane, TN I GEOLOGIST: C. Baldwin/M. Lear SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: D. White/0. Smith Boring Orientation BORING NO.:
MP-202 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-55LC (C)
Inclination: Vertical GROUND ELEV.:
811.8 ft (NAVD88) NORTHING:
570,922 US ft (NAD83) EASTING: 2,448,050 US ft (NAD83) Azimuth:
NA TOTAL DEPTH: 461.0 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (ID): 140-lb Auto (331145)
DATE STARTED:
6/6/13 COMPLETED: 6/24/13 I CASING DEPTH: 14.2 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 @ 9.0 ft 802.8 9.0 2.0 6:17 (1.8)
(0.8)
Run 1 OUL.O CALCAREOUS SILTSTONE, olive gray (5Y 4/2) and weak red (7.5R 5/2) to very dusky red 90%
40%
(2.5YR 2.5/2), medium strong, laminated to moderately bedded, moderately to slightly 5:36 800.8 11.0 weathered, with trace to few laminated to thinly interbedded LIMESTONE (MICRITE), dark 5.0 5:38 (4.9)
(2.1)
Run 2 gray to very dark gray (10YR 4/1-3/1); bioturbated with vertical and horizontal burrows, 4:35 98%
42%
strong HCI reaction (Lincolnshire Formation-Fieanor Member-Unit B) 9.0-9.5ft: FZ 2:34 9.6ft: J, 45°, PR, PO, D, Ill 2:17 1 O.Oft: Lost circulation 10.2,10.4ft: BJ, 30°, PR, M0-0-PO, C, II 2:14 795.8 16.0 795.8
~-
16.0 11.4ft: J, 20°, UR, 0, II 5.0 3:45 (5.0)
(4.3)
Run 3 l12.2ft: BJ, 40°, PR, PO, B, I r--
790.8 785.8 780.8 775.8 770.8 765.8 760.8 755.8 100% 86%
3:28 2:17 1:57 2:06 21.0 5.0 4:02 (5.0)
(4.0)
Run 4 2:58 100% 80%
3:17 4:55 3:20 26.0 5.0 3:39 (5.0)
(4.3)
Run 5 100% 86%
2:34 2:01 2:13 2:24 31.0 5.0 3:17 (5.0)
(3.0)
Run 6 100% 60%
L1-16 3:00 2:43 2:50 2:16 36.0 5.0 6:00 (5.0)
(4.2)
Run 7 3:20 100% 84%
3:10 2:16 2:32 41.0 5.0 3:53 (5.0)
(4.9)
Run 8 100% 98%
2:57 2:44 2:38 2:55 46.0 5.0 3:23 (5.0)
(4.5)
Run 9 100% 90%
2:55 2:47 2:49 3:13 51.0 5.0 2:54 (5.0)
(5.0)
Run 10 3:20 100% 100%
3:20 3:23 3:18 56.0 5.0 3:43 (5.0)
(4.7)
Run 11 2:53 100% 94%
Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-212 of706 112.6ft: J, 40°, UR, PO, C, II I
112.6-12.8ft and 13.5-13.7ft: FZ, some iron staining I
112.9,14.1,14.3,14.4,15.5,15.6ft: BJ, 30°, PRISR, T-0-PO, B-A, 1-11 I
113.7ft: J, 45°, UR, 0, B, Ill I
l1~8_ft:.§_J,j~ _LJ_R_,_P_9,_§,_1_ _______________________ 1 CALCAREOUS SILTSTONE, weak red (7.5R 5/2) to very dusky red (2.5YR 2.5/2), medium strong, laminated to very thinly bedded, locally with moderately to thickly bedded appearance, fresh, with few to little laminated to thinly interbedded LIMESTONE (MICRITE), dark gray to very dark gray (10YR 4/1-3/1); bioturbated with vertical and horizontal burrows, strong HCI reaction 16.1,16.2,16.4,18.0,20.2,20.5ft: BJ, 30°, PR, 0-PO-T, D-B-A, 1-111 21.2ft: J, 15°, PR, MO, G, Ill 21.7,22.2,22.6ft: BJ, 30°, PS, T-MO, B-A, I-ll 21.9ft: J, 60°, VT, A, I 23.0,23.5,25.5ft: J, 45°, UR, 0-T, E-B, I-III 25.5-25.8ft: FZ, mechanically abraded 25.9ft: BJ, 30°, PR, 0, C, II 26.3ft: BJ, 30°, PR, MO, B, I 27.9,29.3,29.6ft: J, 45-60°, PR, MO, B, II 31.3ft: J, 0°, PR, MO, B, II (possibly mechanical break) 31.6,34.6,34.8,34.9,35.7ft, BJ, 30°,PR-SR, 0-MO, B, II 31.7,33.9ft: J, 45-60°, PR, MO, B, II 36.0ft: J, 10°, PR, MO, C, II 38.0,38.2,39.3,39.8,40.2ft: BJ, 30°, 0-T, B-A, 1-11 39.3-39.7ft: J, 70°, UR, T-PO, B, II 43.4ft: BJ, 30°, PR, MO, H, IV 48.7,49.0,49.2,50.1,50.7ft: BJ, 30°, UR-PR, 0-T, D-A, I-ll 48.6-49.8ft: LIMESTONE (MICRITE), gray (5Y 6/1 ), strong, thinly to moderately bedded, fresh, fossiliferous, with CALCAREOUS SILTSTONE, very dark gray (N 3/); trace calcite filled pits and burrows 755.8 56.0
GEOTECHNICAL CORING LOG a me SHEET 2 OF 10 BECHTEL PROJECT NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 COUNTY: Roane, TN I GEOLOGIST: C. Baldwin/M. Lear SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: D. White/0. Smith Boring Orientation BORING NO.:
MP-202 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-55LC (C)
Inclination: Vertical GROUND ELEV.:
811.8 ft (NAVD88) NORTHING:
570,922 US ft (NAD83) EASTING: 2,448,050 US ft (NAD83) Azimuth:
NA TOTAL DEPTH: 461.0 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (ID): 140-lb Auto (331145)
DATE STARTED:
6/6/13 COMPLETED: 6/24/13 I CASING DEPTH: 14.2 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, very dusky red (2.5YR 2.5/2) to dark reddish gray (2.5YR 4/1) 2:31 L1-17 grading to very dark greenish gray (10GY 3/1) and greenish black (10Y 2.5/1), weak to 2:43 medium strong, laminated to thinly bedded, fresh, interbedded with little to some, laminated to thin fossiliferous LIMESTONE (MICRITENVACKESTONE), gray (5Y 5/1), trace calcite filled 2:14 750.8 61.0 pits; bioturbated, strong HCI reaction (continued) 5.0 2:30 (5.0)
(5.0)
Run 12 56.1,58.6ft: BJ, 30°, PS, 0-T, B-A, I 2:57 100% 100%
57.5,59.5,60.7ft: J, 45°, SR, 0-PO-T, C-B-A, 1-11 61.6,65.2ft: J, 45°, PRISR, 0, C, II 2:40 2:48 2:14 745.8 66.0 5.0 3:34 (5.0)
(4.7)
Run 13 100% 94%
3:01 L1-18
~7+/-.3,g_---------------------------------- -- Q?.9 4:36
~
CALCAREOUS SILTSTONE, dusky red (7.5R 3/3) with trace very dark greenish gray (5G 3/1 ), strong, laminated to very thinly bedded, locally with moderately to thickly bedded 2:46 appearance, fresh, with few laminated to thinly interbedded LIMESTONE (MICRITE), gray (5Y 2:31 5/1) and dark gray (N 4/) to bluish gray (5PB 6/1 ); strongly bioturbated, strong HCI reaction 740.8 71.0 5.0 3:20 (5.0)
(5.0)
Run 14 67.9,68.7ft: J, 45°, PR-UR, 0-T, A-C, I-ll 100% 100%
68.2ft: BJ, 30°, PR, MO, D, Ill 3:02 70.2ft: J, 20°, UR, O,B, II 3:08 2:45 3:03 735.8 76.0 5.0 3:12 (5.0)
(3.7)
Run 15 76.1,77.2,78.2,80.5,80.7,80.8ft: BJ, 30°, PRIUR, T-0, A-C, II 100% 74%
76.6ft: J, 45°, SR, 0, C, II 2:37 3:06 L6-2 3:16 3:15 730.8 81.0 5.0 3:31 (5.0)
(4.8)
Run 16 100% 96%
2:57 2:59 2:58 2:39 725.8 86.0 5.0 4:03 (5.0)
(4.3)
Run 17 86.0,87.3ft: J, 60°, PR, PO, C, Ill, with trace calcite 100% 86%
86.1ft: BJ, 30°, PS, PO, C, Ill 3:13 86.6,87.1ft: BJ, 30°, PS, PO, B, II 3:07 3:30 3:03 720.8 91.0 5.0 3:47 (5.0)
(5.0)
Run 18 100% 100%
L1-20 3:30 3:31 3:30 3:19 715.8 96.0 5.0 3:19 (5.0)
(5.0)
Run 19 100% 100%
2:49 2:59 2:48 2:39 710.8 101.0 5.0 4:04 (5.0)
(3.2)
Run 20 101.2-101.3ft: FZ, 30°, PS, PO, B, II 2:25 100% 64%
102.8ft: J, 60-70°, PR, 0, Ill, with calcite 103.0,103.5,103.9,104.0,104.2,104.8,ft: BJ, 30°, PS, P0-0, B, II 2:54 103.1ft: J, 60-70°, VT, A, healed with calcite 105.3-105.9ft: FZ, 30-40°, PS, T-PO, II 2:44 2:48 705.8 106.0 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-213 of706
GEOTECHNICAL CORING LOG a me SHEET 3 OF 10 BECHTEL PROJECT NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 COUNTY: Roane, TN I GEOLOGIST: C. Baldwin/M. Lear SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: D. White/0. Smith Boring Orientation BORING NO.:
MP-202 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-55LC (C)
Inclination: Vertical GROUND ELEV.:
811.8 ft (NAVD88) NORTHING:
570,922 US ft (NAD83) EASTING: 2,448,050 US ft (NAD83) Azimuth:
NA TOTAL DEPTH: 461.0 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (ID): 140-lb Auto (331145)
DATE STARTED:
6/6/13 COMPLETED: 6/24/13 I CASING DEPTH: 14.2 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 2:47 (5.0)
(5.0)
Run 21 CALCAREOUS SILTSTONE, dusky red (7.5R 3/3) with trace very dark greenish gray (5G 2:37 100% 100%
3/1 ), strong, laminated to very thinly bedded, locally with moderately to thickly bedded appearance, fresh, with few laminated to thinly interbedded LIMESTONE (MICRITE), gray (5Y 2:29 5/1) and dark gray (N 4/) to bluish gray (5PB 6/1 ); strongly bioturbated, strong HCI reaction 2:52 (continued) 2:31 700.8 111.0 700.8 111.0 5.0 3:18 (5.0)
(5.0)
Run 22 CALCAREOUS SILTSTONE, very dark greenish gray (5GY 3/1) to greenish gray (10Y 5/1) 100% 100%
L1-21 and LIMESTONE (MICRITE), gray (N 5/) to dark gray (N 4/), strong, laminated to very thinly 3:30 bedded, fresh, slightly fossiliferous, trace very thin chert lenses and nodules; trace sparry 2:57 L6-3 calcite "bird eyes" and calcite filled pits and burrows, strong HCI reaction 3:12 3:34 695.8 116.0 5.0 3:12 (5.0)
(5.0)
Run 23 117.1ft: J, 60°, PR, PO, C, II, with trace calcite 3:08 100% 100%
119.6ft: BJ, 30°, PS, T, B, II 2:43 2:40 2:47 690.8 121.0 5.0 3:23 (5.0)
(4.5)
Run 24 121.3ft: BJ, 30°, PR, 0, II 100% 90%
122.5ft: FZ, 30°, PR, 0, II 5:02 2:44 3:18 2:43 685.8 126.0 685.8 126.0 5.0 2:58 (5.0)
(5.0)
Run 25 CALCAREOUS SILTSTONE, greenish gray (10Y 5/1) grading rapidly to dusky red (10R 3/2),
100% 100%
strong, laminated to thinly bedded, fresh, with trace to few interbedded LIMESTONE 2:56 (MICRITE/WACKESTONE), dark gray (N 4/); strongly bioturbated with vertical and horizontal 2:31 burrows, strong HCI reaction 127.1 ft: Becomes mostly dusky red ( 1 OR 3/2) 2:41 2:48 680.8 131.0 5.0 3:02 (5.0)
(5.0)
Run 26 134.1ft: SH, 30°, PL, PO, C II, with slickensides and calcite 3:09 100% 100%
134.9ft: SH, 30°, PL, PO, C II, with slickensides and calcite 3:19 2:55 3:06 675.8 136.0 5.0 3:20 (5.0)
(5.0)
Run 27 100% 100%
3:08 3:03 2:54 2:56 670.8 141.0 5.0 3:44 (5.0)
(5.0)
Run 28 100% 100%
2:57 2:56 3:07 2:52 665.8 146.0 5.0 4:05 (5.0)
(5.0)
Run 29 148.3ft: J, 60°, PR, PO, C, Ill, with calcite 100% 100%
148.8ft: BJ, 30°, PS, PO, B, II 2:56 147.8-148.8ft: Moderately bedded LIMESTONE (WACKESTONE), dark gray (N 4/),
2:33 fossiliferous with little, fine to coarse gravel sized carbonate clasts and nodules and few L1-22 3:04 Calcareous SILTSTONE stringers, dusky red (1 OR 3/2) 2:51 660.8 151.0 5.0 3:35 (5.0)
(4.4)
Run 30 153.2ft: J, 30°, PL, PO, C, II, with calcite 100% 88%
153.4ft: BJ, 30°, PS, 0, C, II 3:15
-~8,+/-_---------------------------------- __ 1§}.4 2:39
~
2:01 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-214 of 706
GEOTECHNICAL CORING LOG a me SHEET 4 OF 10 BECHTEL PROJECT NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 COUNTY: Roane, TN I GEOLOGIST: C. Baldwin/M. Lear SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: D. White/0. Smith Boring Orientation BORING NO.:
MP-202 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-55LC (C)
Inclination: Vertical GROUND ELEV.:
811.8 ft (NAVD88) NORTHING:
570,922 US ft (NAD83) EASTING: 2,448,050 US ft (NAD83) Azimuth:
NA TOTAL DEPTH: 461.0 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (ID): 140-lb Auto (331145)
DATE STARTED:
6/6/13 COMPLETED: 6/24/13 I CASING DEPTH: 14.2 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 655.8 156.0 1:51
~
LIMESTONE (MICRITE), dark gray (N 4/) to greenish gray (10Y 5/1), strong, laminated to 5.0 3:47 (5.0)
(4.1)
Run 31 ~
655_3 moderately bedded, argillaceous, fresh, with trace to few, laminated to very thinly interbedded 156.5
=-- 1 Calcareous SILTSTONE, dusky red (10R 3/2); slight bioturbation, strong HCI reaction,--
100% 82%
4:40 1 (continued)
I l154.1,154.5,155.1,155.2,;55.4ft: BJ, 30°, US,T-PO,B I
3:47 l1~41., 1§5_3,_1_5~9_ft:.J,_ 6(),_VI, & l,_hEJ_a~d '.VIItl ~l~e ______________ 1 3:16 CALCAREOUS SILTSTONE, dusky red (10R 3/2) to reddish gray (5R 5/1 ), strong, laminated 3:03 to very thinly bedded, fresh, with trace to few laminated to very thinly interbedded LIMESTONE 650.8 161.0 (MICRITENVACKESTONE), locally very thinly to moderately bedded, gray (N 5/) to greenish 5.0 3:35 (5.0)
(5.0)
Run 32 gray (5GY 6/1 ); strongly bioturbated, strong HCI reaction 100% 100%
L1-24 3:22 156.5-156.7ft: FZ, 30°, PS, 0, C, II 3:00 3:57 3:41 645.8 166.0 5.0 4:06 (5.0)
(5.0)
Run 33 100% 100%
3:25 3:29 3:02 2:44 640.8 171.0 5.0 3:16 (5.0)
(5.0)
Run 34 172.2ft: BJ, 30°, PS, PO, B, II 3:32 100% 100%
3:19 2:37 3:02 635.8 176.0 5.0 3:07 (5.0)
(5.0)
Run 35 100% 100%
2:41 3:02 2:45 3:01 630.8 181.0 4.3 3:16 (4.1)
(3.9)
Run 36 183.2,184.4ft: BJ, 30°, PS, PO, B, II 95%
91%
185.0-185.2ft: FZ, 30°, PS, 0, C, II, with slight mechanical abrasion and core loss 2:54 3:05 3:48 626.5 185.3 625.8 186.0 0.7 3:20/0.3 (0.7)
(0.7)
Run 37 5.0 3:29/0.7 100% 100%
Run 38 3:10 (5.0) 1(5.o) 3:10 100% 100%
3:17 3:15 3:16 620.8 191.0 5.0 4:00 (5.0)
(5.0)
Run 39 192.7ft: BJ, 30°, PS, PO, B, II 3:43 100% 100%
3:32 3:21 3:32 615.8 196.0 L6-4 5.0 3:07 (5.0)
(5.0) 196.0ft: As above, grades to dusky red (1 OR 3/2) to reddish gray (5R 5/1) to gray (N 6/) to dark 100% 100%
Run 40 greenish gray (1 OY 4/1) with depth 3:37 3:25
_61_3,}_---------------------------------- __ 1~.5
~
CALCAREOUS SILTSTONE, dark greenish gray (10Y 4/1 ), strong, laminated to very thinly 3:09 bedded, fresh, with little laminated to very thinly interbedded LIMESTONE (WACKESTONE),
gray (N 6/); strongly bioturbated, strong HCI reaction 3:09 610.8 201.0 5.0 3:38 (5.0)
(5.0)
Run 41 3:48 100% 100%
Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-215 of706
GEOTECHNICAL CORING LOG a me SHEET 5 OF 10 BECHTEL PROJECT NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 COUNTY: Roane, TN I GEOLOGIST: C. Baldwin/M. Lear SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: D. White/0. Smith Boring Orientation BORING NO.:
MP-202 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-55LC (C)
Inclination: Vertical GROUND ELEV.:
811.8 ft (NAVD88) NORTHING:
570,922 US ft (NAD83) EASTING: 2,448,050 US ft (NAD83) Azimuth:
NA TOTAL DEPTH: 461.0 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (ID): 140-lb Auto (331145)
DATE STARTED:
6/6/13 COMPLETED: 6/24/13 I CASING DEPTH: 14.2 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 3:29 CALCAREOUS SILTSTONE, dark greenish gray (10Y 4/1 ), strong, laminated to very thinly 3:34 bedded, fresh, with little laminated to very thinly interbedded LIMESTONE (WACKESTONE),
gray (N 6/); strongly bioturbated, strong HCI reaction (continued) 3:10 605.8 206.0 5.0 3:02 (5.0)
(5.0)
Run 42 4:07 100% 100%
604.0 207.8 2:24 LIMESTONE (WACKESTONE), gray (N 6/), strong, very thinly to thinly bedded and nodular,
~
2:12 fossiliferous, with little to some wispy Calcareous SILTSTONE interbeds and partings, very
~ 6Q.2J...
dark gray (N 3/); strong HCI reaction
__ 2~.7 I (Lincolnshire Formation-Eidson Member-Unit A)
I 600.8 595.8 590.8 585.8 585.0 580.8 575.8 570.8 565.8 560.8 211.0 2:14 5.0 2:43 (5.0)
(5.0)
Run 43 1_2()EI.~t:_.J, ~00., ~,_9,_C,_III,_wit_h _<:a~tEJ_ all_dpy_itre ________________ I 100% 100%
LIMESTONE (MICRITE), gray (N 5/) to greenish gray (10Y 5/1), strong, mostly laminated to 2:27 thinly bedded, few moderately bedded and nodular, fresh, interbedded with trace to little 2:23 laminated to thin clayey Calcareous SILTSTONE, very dark gray (N 3/) to dark greenish gray 2:41 (1 OY 4/1 ), very dark greenish gray (5GY 3/1 ), and trace dusky red (1 OR 3/2), and trace to few very thin to thin chert beds, lenses, and nodules (greenish gray to dark gray and black with 216.0 2:33 calcite filled tensional fractures); locally bioturbated with trace calcite filled pits, locally argillaceous, strong HCI reaction 5.0 3:10 (5.0)
(5.0)
Run 44 220.6ft: BJ, 30°, PR, PO, B, II 3:00 100% 100%
220.6ft: J, 60°, PR, PO-VT, B-A, 1-11, with calcite 3:27 L1-25 3:58 221.0 3:25 5.0 2:43 (5.0)
(5.0)
Run 45 223.9ft: SH, 30°, PL, PO, C, II, with calcite 100% 100%
225.1ft: J, 40°, SR, T, B, I, with calcite 2:07 3:04 3:00 226.0 3:06 226.8 0.8 7:35/0.8 (0.8)
(0.0)
Run 46 226.2,226.5ft: BJ, 20-30°, UR, 0, B, II 4.2 1:07/0.2 100%
0%
Run 47 D
3:32 (4.2) 1(4.2) 3:18 100% 100%
2:00 231.0 3:00 5.0 3:44 (5.0)
(5.0)
Run 48
~
100% 100%
2:55 3:31 3:26 236.0 3:19 5.0 3:22 (5.0)
(5.0)
Run 49 3:08 100% 100%
3:10 L1-26 3:00 241.0 2:58 5.0 3:35 (5.0)
(5.0)
Run 50 244.7ft: J, 50°, SR, PO, C, Ill, with calcite 100% 100%
L6-5 3:00 3:01 2:57 246.0 3:16 5.0 3:17 (5.0)
(4.4)
Run 51
~
247.8ft: BJ, 20°, UR, T, B, II 100% 88%
250.0ft: SH, 20°, PL, T, B, II, with trace calcite 3:08 L6-6 250.4-250.8ft: FZ, 30°, PL, 0, C, Ill, with calcite 2:54 251.2,251.7,252.1,253.0,255.0,255.8ft: SH, 30°, PL, T, B, II, with calcite 3:01 253.1ft: J, 55°, PR, 0, C, II, with calcite 3:54 247.3-250.0ft: As above to moderately bedded, bluish gray (5PB 5/1 ), strongly bioturbated with 251.0 coarse horizontal and vertical burrows filled with carbonate and sparry calcite, fossiliferous 5.0 4:16 (5.0)
(4.4)
Run 52 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-216 of706
GEOTECHNICAL CORING LOG a me SHEET 6 OF 10 BECHTEL PROJECT NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 COUNTY: Roane, TN I GEOLOGIST: C. Baldwin/M. Lear SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: D. White/0. Smith Boring Orientation BORING NO.:
MP-202 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-55LC (C)
Inclination: Vertical GROUND ELEV.:
811.8 ft (NAVD88) NORTHING:
570,922 US ft (NAD83) EASTING: 2,448,050 US ft (NAD83) Azimuth:
NA TOTAL DEPTH:
461.0 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (ID): 140-lb Auto (331145)
DATE STARTED:
6/6/13 COMPLETED: 6/24/13 I CASING DEPTH: 14.2 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 4:28 100% 88%
=
3:35 3:42 555.8 256.0 4:32 555.8 256.0 5.0 4:50 (5.0)
(4.2)
Run 53
~
LIMESTONE (MICRITE), light gray (N 7/) to gray (N 5/), strong, very thinly to moderately 100% 84%
bedded, fresh, stylolitic, trace to few laminated to very thin, wispy/irregular and discontinuous 6:35 clayey Calcareous SILTSTONE partings, and few to little very thin to thin chert beds, lenses, 6:12 and nodules (gray to dark gray with calcite healed tensional fractures orthogonal to bedding);
L1-27 trace calcite filled pits and sparry calcite "bird eyes", common calcite healed fractures at 5:07 3:43 45-75° to core axis and roughly perpendicular to bedding orientation, strong HCI reaction 550.8 261.0 256.9-257.0ft: FZ, 30°, PL, 0, B, II 5.0 4:10 (5.0)
(4.5)
Run 54 257.6-260.1ft: J, 40-60°, VT, A, I, with calcite 100% 90%
258.0ft: J, 80°, UR, PO, C, II, with calcite 4:11 259.6ft: SH, 30°, PL, T, B, II 5:06 260.4-260.9ft: FZ, 30°, PL, T-0, B, II 7:07 261.6,262.0,262.6,263.5ft: BJ, 20-30°, UL-US, T, B, II 264.3-264.5ft: FZ, 0-10°, PR, T-VT, A-B, 1-11 545.8 266.0 8:42 264.7ft: BJ, 30°, PR, PO, C, Ill 5.0 3:31 (5.0)
(4.5)
Run 55
~
264.7ft: J, 80°, PR, VT, A, healed with calcite 100% 90%
266.2ft: J, 70°, VT, A, I, with calcite 3:54 267.2,268.4,269.0,269.2,269.7,270.0,270.3ft: BJ, 30°, PR, T-PO, C-B, 1-11 4:50 268.0-269.5ft: J, 45-60°, VT, A, I, with calcite 3:54 540.8 271.0 3:59 5.0 5:18 (5.0)
(4.3)
Run 56
~
271.7-271.9ft,272.4,273.6-273.9ft: BJ, 30°, PR, PO, C-B, II 100% 86%
274.1ft: J, 10°, PR, PO, B, II 5:36 275.2ft: BJ, 30°, SR, T, A, I 5:50 4:45 535.8 276.0 5:10 5.0 8:30 (5.0)
(2.3)
Run 57
~
276.1-276.5ft, BJ(3), 30°, PR, PO, B, II 100% 46%
276.9,277.6ft: BJ, 30°, PL, T, A, I 5:06 277.3ft: J, 45°, SL, PO, B, II 4:50 278.1-278.7ft: BJ(4), 30°, PL, T-PO, C-B, II 4:46 279.1-280.1ft: FZ, BJ(6), 30° and J, oo 280.1-282.2ft: SZ, with calcite 530.8 281.0 7:19 L1-28 280.9ft: BJ, 30°, PL, PO, E, Ill 5.0 7:11 (5.0)
(3.6)
Run 58
=
276.9-282.2ft: SHEAR ZONE, intense shearing with calcite mineralization 100% 72%
282.9ft: BJ, 30°, PO, B, I 6:00 285.1-285.8ft: BJ(5), 30°, PL, T-PO, C-A, 1-11 5:09 4:03 525.8 286.0 3:36 5.0 6:18 (5.0)
(3.5)
Run 59
~
286.2,286.5,287.1ft: BJ, 30°, PR-PL-SL, T-PO, B-A, I 100% 70%
287.8,288.0ft: SH, 30°, PUUL, PO, B, II 4:25 288.8,289.0ft: J, 45°, Pr, PO, C, II, with calcite 4:34 289.9,290.0,290.1,290.6,290.9ft: BJ, 30°, PL-PR, PO, B, I 3:37 L1-29 520.8 291.0 3:49 5.0 4:21 (5.0)
(4.5)
Run 60
~
291.4ft: BJ, 30°, PL, T, A, I 100% 90%
292.5,292.8,295.0,295.8ft: BJ, 30°, PR, T-PO, B-A, I 4:12 4:20 2:30 515.8 296.0 4:25 5.0 5:51 (5.0)
(4.0)
Run 61
~
296.8,297.3,297.8,298.5ft: BJ, 30°, PL-PR, T-PO, C-B-A, 1-11 100% 80%
298.8-299.0ft: FZ, 45°, SR, MO, K, Ill 5:59 299.7,300.1ft: BJ, 30°, SL, T, A, I 4:22 300.5-300.8ft: SH(4), 30°, PL, T, B-A, I 3:44 L1-30 3:09 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-217 of 706
GEOTECHNICAL CORING LOG a me SHEET 7 OF 10 BECHTEL PROJECT NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 COUNTY: Roane, TN I GEOLOGIST: C. Baldwin/M. Lear SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: D. White/0. Smith Boring Orientation BORING NO.:
MP-202 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-55LC (C)
Inclination: Vertical GROUND ELEV.:
811.8 ft (NAVD88) NORTHING:
570,922 US ft (NAD83) EASTING: 2,448,050 US ft (NAD83) Azimuth:
NA TOTAL DEPTH: 461.0 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (ID): 140-lb Auto (331145)
DATE STARTED:
6/6/13 COMPLETED: 6/24/13 I CASING DEPTH: 14.2 ft CORE BARREL TYPE: HQ3/Diamond Impregnated core bits ELEV.
(ft) 510.8.
505.8 500.8 495.8 490.8 485.8 480.8 475.8 470.8 465.8 DRILL RUN L
DEPTH RUN RATE REC.
ROD SAMP.
0 (ft)
(ft)
(Min/ft)
(It)
(It)
NO.
G 301.
5.0 4:57 (5.0)
(5.0)
Run 62
~
100% 100%
4:31 3:09 2:51 3:35 306.0 5.0 3:31 (5.0)
(5.0)
Run 63 100% 100%
3:30 3:38 3:14 2:32 311.0 5.0 4:03 (5.0)
(4.8)
Run 64 100% 96%
4:16 3:56 3:26 3:20 316.0 5.0 4:31 (5.0)
(4.5)
Run 65 2:50 100% 90%
3:21 3:02 3:18 321.0 5.0 3:55 (5.0)
(4.8)
Run 66 100% 96%
3:44 3:34 2:33 3:13 326.0 5.0 8:00 (5.0)
(4.4)
Run 67 100% 88%
3:26 L1-31 3:04 3:04 2:30 331.0 5.0 3:13 (5.0)
(4.7)
Run 68 4:04 100% 94%
4:45 2:59 2:37 336.0 5.0 3:47 (5.0)
(4.6)
Run 69 2:39 100% 92%
3:39 4:15 3:16 341.0 5.0 4:11 (5.0)
(4.8)
Run 70 100% 96%
3:36 6:02 3:52 3:55 346.0 5.0 5:01 (5.0)
(5.0)
Run 71 100% 100%
3:29 4:52 L1-32 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-218 of706 ROCK DESCRIPTION AND REMARKS Continued from previous page 507.3 CALCAREOUS SILTSTONE, mostly very dark gray (5YR 3/1) to black (N 2.5/) to reddish black (2.5YR 2.5/1 ), locally grading to dark reddish gray (5R 4/1) to very dusky red (1 OR 2.5/2) and with 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 LIMESTONE (MICRITE/ PACKSTONE/ GRAINSTONE), light gray (10R 7/1), gray (2.5Y 5/1) to dark gray (N 4/), locally nodular and fossiliferous, trace calcite filled pits, and with few very thin to thin chert beds, lenses, and nodules (greenish gray to dark gray and black, few reddish brown, fractured as described previously); locally strongly bioturbated with horizontal and vertical burrows, strong HCI reaction (Upper Blackford Formation-Unit A) 305.5ft: J, 20°, PR, PO, B, II 312.8ft: J, 45°, PS, PO, B, I 313.0,315.0ft: BJ, 30°, PRIUR, PO, B, II 317.6,318.6,319.0,319.2ft: BJ, 30°, PR, T-PO, B, 1-11 320.7ft: BJ, 30°, PR, T, A, I 321.2,321.7ft: BJ, 30°, PR, T-PO, B-A, I 322.3-322.5ft: FZ, 30°, PR, MO, D, II 326.2,326.5ft: J, 0°, PR, T-PO, A, I, likely mechanically opened 327.0ft: BJ, 50°, PS, T, A, I 329.0ft:, BJ, 30°, PS, T, B, I 329.0ft: J, 50°, PR, T, B, II, mechanically opened 332.5ft: BJ, 45°, PS, T, B, I 333.2ft: BJ, 30°, PS, T, B, I, with calcite 333.5ft: J, 40°, PR, T, B, II 335.1ft: BJ, 30°, Ps, PO, C, II 335.7-335.9ft: BJ, 30°, PS, T-PO, B-A, II 336.5ft: BJ, 30°, PR, T, A, I 338.5-338.8ft: BJ(3), 30°, PR, T-PO, B-A, I 341.4ft: BJ, 30°, PS, T, A, I 343.5-343.6ft: J, 0-10°, UR, T-PO, C-B, II, likely mechanically induced 349.8ft: BJ, 30°, PR, PO, C, II 304.5
GEOTECHNICAL CORING LOG a me SHEET 8 OF 10 BECHTEL PROJECT NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 COUNTY: Roane, TN I GEOLOGIST: C. Baldwin/M. Lear SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: D. White/0. Smith Boring Orientation BORING NO.:
MP-202 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-55LC (C)
Inclination: Vertical GROUND ELEV.:
811.8 ft (NAVD88) NORTHING:
570,922 US ft (NAD83) EASTING: 2,448,050 US ft (NAD83) Azimuth:
NA TOTAL DEPTH: 461.0 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (ID): 140-lb Auto (331145)
DATE STARTED:
6/6/13 COMPLETED: 6/24/13 I CASING DEPTH: 14.2 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 4:20 3:04 460.8 351.0 5.0 4:19 (5.0)
(4.8)
Run 72 100% 96%
3:40 3:08
~ ~81_---------------------------------- __ 3§}.7
~
4:27 CALCAREOUS SILTSTONE, mostly dusky red (5R 3/2), with dark reddish gray (5R 4/1) and very dusky red (10R 2.5/2), grading to dark reddish gray (7.5R 3/1) and reddish black (2.5YR 3:10 2.5/1 ), locally very dark gray (5YR 3/1) to black (N 2.5/) with trace very dark greenish gray 455.8 356.0 5.0 4:18 (5.0)
(5.0)
Run 73 (5GY 3/1 ), weak to medium strong and strong, laminated to moderately bedded, locally thickly bedded, fresh, with few to little interbedded LIMESTONE (MICRITE/ PACKSTONE/
3:56 100% 100%
GRAINSTONE), light gray (10R 7/1), gray (2.5Y 5/1), to dark gray (N 4/), with trace very dark greenish gray (5GY 3/1 ), locally nodular and fossiliferous, trace calcite filled pits, and with few 3:49 very thin to thin chert beds, lenses, and nodules (dark gray to reddish brown and dusky red to 3:44 black, fractured as described previously); locally strongly bioturbated with horizontal and vertical burrows, strong HCI reaction 3:00 450.8 361.0 354.4ft: BJ, 30°, SR, PO, B, I 5.0 4:58 (5.0)
(4.8)
Run 74 355.1,355.7ft: BJ, 30°, PRISR, PO, B, I 3:41 100% 96%
358.9ft: BJ, 45°, PS, T, A, I 361.3,362.1,362.4ft: BJ, 30°, PR, T-PO, B, II 3:26 L1-33 362.9,364.3,364.5,365.1ft: BJ, 30°, PS-PRIUR, T, A, I 4:02 365.4ft: BJ, 30°, PR, PO, B, II 4:24 445.8 366.0 5.0 4:58 (5.0)
(4.7)
Run 75 366.3-367.2ft: SH, 80°, VT, A, I, with calcite 100% 94%
366.5ft: J, 30°, PR, PO, C, II 4:08 367.8,368.1ft: BJ, 30°, PR, PO, C, II 4:13 368.5,370.8ft: J, 45°, PRIUR, T-PO, A, I 370.9ft: BJ, 30°, PR, PO, B, II 3:20 3:56 440.8 371.0 5.0 4:50 (5.0)
(5.0)
Run 76 371.3ft: BJ, 30°, PS, T, A, I 100% 100%
375.3ft: J, 45°, PR, PO, C, II 3:00 2:45 2:59 3:28 435.8 376.0 5.0 3:44 (5.0)
(3.9)
Run 77 377.3,377.4,378.0-378.5(4),379.2-379.5(3),380.7,380.8ft: BJ, 30°, PR, T-PO, C-B, 1-11 3:48 100% 78%
5:03 3:47 2:34 430.8 381.0 5.0 5:11 (5.0)
(4.8)
Run 78 100% 96%
2:44 3:21 4:10 2:59 425.8 386.0 L6-9 5.0 3:28 (5.0)
(5.0)
Run 79 386.8,388.0,388.9,390.5ft: BJ, 30-35°, PS, T-PO, B-A, I 100% 100%
3:31 3:00 2:23 3:30 420.8 391.0 5.0 6:18 (5.0)
(4.7)
Run 80 391.4,391.6ft, J, 0°, PRISR, MO-PO, C, II 3:03 100% 94%
392.4ft, J, 50°, UR, PO, B, II 392.5ft: BJ, 30°, PR, PO, B, II 2:45 2:38 2:31 415.8 396.0 5.0 3:40 (5.0)
(5.0)
Run 81 398.5ft: BJ, 40°, PS, T, A, I 3:37 100% 100%
400.3ft: BJ, 45°, PS, T, A, I Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-219 of706
GEOTECHNICAL CORING LOG a me SHEET 9 OF 10 BECHTEL PROJECT NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 COUNTY: Roane, TN I GEOLOGIST: C. Baldwin/M. Lear SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: D. White/0. Smith Boring Orientation BORING NO.:
MP-202 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-55LC (C)
Inclination: Vertical GROUND ELEV.:
811.8 ft (NAVD88) NORTHING:
570,922 US ft (NAD83) EASTING: 2,448,050 US ft (NAD83) Azimuth:
NA TOTAL DEPTH: 461.0 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (ID): 140-lb Auto (331145)
DATE STARTED:
6/6/13 COMPLETED: 6/24/13 I CASING DEPTH: 14.2 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 2:50 CALCAREOUS SILTSTONE, mostly dusky red (5R 3/2), with dark reddish gray (5R 4/1) and very dusky red (10R 2.5/2), grading to dark reddish gray (7.5R 3/1) and reddish black (2.5YR 2:46 2.5/1 ), locally very dark gray (5YR 3/1) to black (N 2.5/) with trace very dark greenish gray 2:46 (5GY 3/1 ), weak to medium strong and strong, laminated to moderately bedded, locally thickly 410.8 401.0 bedded, fresh, with few to little interbedded LIMESTONE (MICRITE/ PACKSTONE/
5.0 2:54 (5.0)
(4.9)
Run 82 100% 98%
GRAINSTONE), light gray (10R 7/1), gray (2.5Y 5/1), to dark gray (N 4/), with trace very dark 4:05 greenish gray (5GY 3/1 ), locally nodular and fossiliferous, trace calcite filled pits, and with few very thin to thin chert beds, lenses, and nodules (dark gray to reddish brown and dusky red to 3:39 black, fractured as described previously); locally strongly bioturbated with horizontal and 2:21 vertical burrows, strong HCI reaction (continued) 403.1,403.2ft: BJ, 30°, PR, PO, C, II 2:37 405.8 406.0 403.9ft: J, 30°, UR, PO, B, II 5.0 3:20 (5.0)
(4.1)
Run 83 407.7-408.2ft: BJ(3), 30°, PR, PO, B-E,11-111 2:35 100% 82%
- 4Q.3&_---------------------------------- __
4~.2 3:38 CALCAREOUS SILTSTONE, variably very dark gray (5YR 3/1) to black (N 2.5/) to reddish 4:27 black (2.5YR 2.5/1) and dusky red (5R 3/2) and reddish gray (7.5R 3/1) to very dusky red (10R 2.5/2), weak to medium strong and strong, laminated to moderately bedded, locally thickly 4:05 400.8 411.0 bedded, fresh, with little to some interbedded LIMESTONE (MICRITE/ PACKSTONE/
5.0 4:18 (5.0)
(5.0)
Run 84 GRAINSTONE), light gray (10R 7/1) to gray (2.5Y 5/1) and dark gray (N 4/), locally nodular 100% 100%
L1-34 and fossiliferous, trace stylolites and calcite filled pits, and with few very thin to moderate chert 3:43 beds, lenses, and nodules (dark gray to reddish brown and dusky red to black, few with red 4:04 jasper specks, fractured as described previously); locally strongly bioturbated with horizontal and vertical burrows, strong HCI reaction 5:36 408.6,408.9ft: BJ, 30°, PR, T-PO, B-A, I 5:50 409.3-409.8ft: BJ(3), 30°, PRIUR, T-PO, C-B, 1-11 395.8 416.0 5.0 5:33 (5.0)
(4.2)
Run 85 410.0ft: BJ, 30°, SR, PO, C, II 413.4,413.8ft: BJ, 40°, PR, PO, C, II 4:39 100% 84%
414.6ft, J, 40°, PR, PO, C, II 416.3(2),416.8,417.5,418.1ft: BJ, 40°, PR, PO, C-B, 1-11 5:53 417.6,418.0ft: J, 0°, PR, PO, B, II 5:47 418.6-419.8ft: BJ(3), 40°, PR, T-PO, C-B, 1-11 3:18 419.1ft: J, 40°, PR, PO, C, II 390.8 421.0 419.9ft: BJ, 30°, UR, T, B, I 5.0 5:12 (5.0)
(4.8)
Run 86 100% 96%
423.9ft: J, 45°, SR, PO, B, II 4:14 424.1ft, BJ, 40°, PR, PO, B, I 4:18 4:09 4:54 385.8 426.0 5.0 4:45 (5.0)
(4.8)
Run 87 429.3,429.6ft: BJ, 40-45°, PR, T, A, I 100% 96%
3:50 3:30 4:09 4:25 380.8 431.0 5.0 4:33 (5.0)
(4.6)
Run 88 431.0ft: BJ, 40°, PR, T, A, I 100% 92%
431.6-431.9ft: BJ(3), 40°, PR, PO, C-A, 1-11 4:11 432.5,432.9ft: BJ, 40°, PR, PO, B-A, II 5:05 433.5ft: J, 50°, PR, T, A, I 4:18 434.7ft: J, 45°, PR, T, A, I 3:55 375.8 436.0 5.0 3:52 (5.0)
(4.9)
Run 89 438.0,438.1,439.4,439.8,440.6ft: BJ, 35-40°, PR-PS, T, C-B, II L1-35 4:35 100% 98%
4:13 5:22 3:47 370.8 441.0 5.0 3:51 (5.0)
(4.2)
Run 90 442.3,443.9ft: BJ, 40°, PRIUR,T, A, I 100% 84%
442.5ft: BJ, 40°, PR, PO, B, II 5:10 444.9-445.7ft: BJ(5), 40°, PR, T-PO, C-A, I-ll 3:30 3:57 4:56 365.8 446.0 365.8 446.0
'*11
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Run 91 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-220 of 706
GEOTECHNICAL CORING LOG a me SHEET 10 OF 10 BECHTEL PROJECT NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 COUNTY: Roane, TN I GEOLOGIST: C. Baldwin/M. Lear SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: D. White/0. Smith Boring Orientation BORING NO.:
MP-202 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-55LC (C)
Inclination: Vertical GROUND ELEV.:
811.8 ft (NAVD88) NORTHING:
570,922 US ft (NAD83) EASTING: 2,448,050 US ft (NAD83) Azimuth:
NA TOTAL DEPTH: 461.0 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (ID): 140-lb Auto (331145)
DATE STARTED:
6/6/13 COMPLETED: 6/24/13 I CASING DEPTH: 14.2 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 7:16 100% 54%
~
LIMESTONE (GRAINSTONE/WACKESTONE/MICRITE), gray (5Y 6/1 to N 6/), strong, very thinly to moderately bedded, fresh, fossiliferous, with little to some laminated to thinly bedded 6:41 Calcareous SILTSTONE, reddish black (2.5YR 2.5/1) to black (N 2.5/), and few very thin to 3:50 moderate chert beds and lenses (dusky red to reddish brown and black with olive gray and dusky red mottling, fractured as described previously); trace bioturbation and calcite filled pits, 360.8 451.0 3:39 strong HCI reaction (continued) 5.0 4:24 (5.0)
(3.7)
Run 92
~-
446.2-447.1ft: BJ(8), 30°, PR, T-PO, D-A, 1-11 4:09 100% 74%
447.8ft: J, 0°, PR, PO, C, II, likely mechanical 447.9ft: BJ, 30°, UR, PO, B, II 4:00 448.5-448.9ft: BJ(5), 30°, PRIUR, T-PO, C-B, 1-11 5:46 449.1ft: J, 0°, PR, PO, C, II, likely mechanical 4:25 449.9ft: J, 40°, PR, PO, C, II 355.8 456.0 450.5,450.6ft: BJ, 40°, PRISR, PO, C, II 5.0 4:52 (5.0)
(4.6)
Run 93 !-
451.5,451.9,452.3ft: BJ, 40°, PL-SR, PO, C-B, 1-11 100% 92%
452.7-453.4ft: sz 3:25 L1-36 454.0ft: BJ, 30°, PR, T, A, I 3:30 455.5-455.9ft: BJ, 30°, PR, PO, D-C, II 3:46 456.6ft: BJ, 30°, PR, T, B, I 458.1,458.2ft: BJ, 30°, PR, PO, B, I 350.8 461.0 3:26 350.8 458.6,458.9ft: BJ, 30-40°, PRISR, PO, B, 1-11 461.0 Boring and coring terminated at 461.0 feet.
Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-221 of 706