ML18003A670
| ML18003A670 | |
| 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: ML18003A670 (9) | |
Text
a me GEOTECHNICAL CORING LOG Prepared By: MBL Date: 3/5/14 Checked By: JCM Date: 3/5/14 SHEET 1 OF 2 BECHTEL PROJECT NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 COUNTY: Roane, TN I GEOLOGIST: J. Howard SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: A. Martin/D. Rhodes Boring Orientation BORING NO.:
MP-219 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-55 (C)
Inclination: Vertical GROUND ELEV.:
812.9 ft (NAVD88) NORTHING:
571,224 US ft (NAD83) EASTING: 2,448,196 US ft (NAD83) Azimuth:
NA TOTAL DEPTH: 96.5 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (ID): 140-lb Auto (163745)
DATE STARTED:
7/6/13 COMPLETED: 7/19/13 I CASING DEPTH: 23.8 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 @ 24.5 ft 788.4 24.5 2.1 4:00 (2.1)
(1.2)
Run 1 100.4 CALCAREOUS SILTSTONE, dusky red (2.5YR 3/2) to dark reddish gray (2.5YR 3/1) with 100% 57%
pale olive (5Y 6/4), medium strong to strong, laminated to thinly bedded, slightly weathered 5:45/1.1 to fresh, interbedded with little to some laminated to moderately bedded LIMESTONE 786.3 26.6 5.0 5:00 (5.0)
(4.4)
Run 2 (WACKESTONE), gray (5Y 5/1); strongly bioturbated, strong HCI reaction (Lincolnshire 100% 88%
Formation-Fieanor Member-Unit B) 4:30 24.7,25.1,25.7,26.5ft: BJ, 30°, PR, PO, C, Ill 3:00 25.2ft: J, 60°, PR, 0, C, Ill 3:15 25.4-25.7ft: J, 80-90°, SR, 0, K, IV, mod. weathered with dissolution channel 27.0-27.1ft: FZ, 30°, PS, 0, C, Ill 4:30 781.3 31.6 27.9,29.1,29.8ft: BJ, 30°, PS-PR, PO, B-C, Ill 5.0 6:45 (4.5)
(3.2)
Run 3 30.5-30.8ft: FZ, 30°, PS, 0, C, Ill 90%
64%
31.6-32.1ft: 0.5' Core loss (Mechanical) 3:45 32.4ft: J, 70°, PS, VT-T, B, Ill 3:15 33.2-33.5ft: FZ, 80-90°, SR, 0, C, Ill 34.8,36.1,36.3ft: BJ, 30°, PR-PS, PO, B, II 4:00 777.1 35.0ft: J, 70°, PR, PO, C, Ill 4:30
~
~-- ~~-~3~8ft: ~Z,_3()", _LJ~ ~:()._c:;,_I_V ____________________ J 776.3 36.6 5.0 6:15 (5.0)
(2.5)
Run 4 CALCAREOUS SILTSTONE, pale olive (5Y 6/4) to dark gray (N 4/) and black (N 2.5/) to dark gray (5Y 4/1 ), medium strong to strong, laminated to thinly bedded, slightly weathered to fresh, 100% 50%
3:15 interbedded with little to some, laminated to thin LIMESTONE (WACKESTONE/MICRITE),
3:00 gray (5Y 5/1) to bluish gray (5PB 5/1) and dark olive gray (5Y 3/2) to very dark gray (5Y 3/1 );
slight to moderate bioturbation, strong HCI reaction 3:45 36.4ft: J, 60°, PR, 0, C, Ill 4:00 36.9,37.1,37.6,37.7,39.1,39.5,39.7,40.4ft: BJ, 30°, PS-PR, PO-T, B,11-111 771.3 41.6 5.0 5:30 (5.0)
(4.1)
Run 5 38.0-39.0ft: FZ, 30-40°, PS-SR, 0-MO, K, IV, mod. weathered 40.4-41.3ft: Mechanically broken removing from core barrel 100% 82%
4:30 42.9,43.3,44.3,46.1,46.5ft: BJ, 30°, PS, T, B, II 46.0ft: J, 70°, SR, PO, C, Ill 4:15 4:00 3:45 766.3 46.6 4.9 3:45 (4.9)
(3.5)
Run 6 47.7,47.9,48.4,48.7,49.2,49.5,49.8,50.8ft: BJ, 30°, PS, T-PO, B, II 100% 71%
47.6ft: J, 70°, SR, PO, C, Ill 4:00 5:30 3:30 3:45/0.9 761.4 51.5 5.0 4:15 (5.0)
(4.5)
Run 7 51.8,53.2,55.0,55.7ft: BJ, 30°, PS-PR, PO, B, II 100% 90%
56.1-56.2ft: FZ, 30°, PR, P0-0, F, Ill 2:45 2:45 2:45 3:15 756.4 56.5 5.0 4:30 (5.0)
(2.7)
Run 8 56.8,57.0ft: BJ, 30°, PS, 0, C, Ill, sli. weathered 100% 54%
57.0ft: J, 60°, PS, 0, D, Ill, sli. weathered 4:45 57.8-58.0ft: FZ, 30°, P0-0, F, IV, mod. weathered 4:00 58.2,58.5,58.8,59.5ft: BJ, 30°, PRIPS/UR, P0-0, B-F, II-IV 60.0-60.6,61.2-61.3ft: FZ, 30°, PS-PR, P0-0, B-F, II-IV 3:30 4:00 751.4 61.5 L4.:
35.8 5.0 3:45 (5.0)
(5.0)
Run 9
~
-~0§_---------------------------------- -- Q?.1 746.4 741.4 100% 100%
CALCAREOUS SILTSTONE, dusky red (2.5Y 3/2) to dark reddish gray (2.5YR 3/1 ), medium 4:30 strong to strong, laminated to very thinly bedded, fresh, interbedded with few to little laminated 3:45 3:30 3:45 66.5 5.0 4:00 (5.0)
(4.8)
Run 10 100% 96%
4:00 3:30 3:00 3:30 71.5 5.0 6:00 (5.0)
(4.0)
Run 11 100% 80%
2:15 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-353 of 706 to thin LIMESTONE (WACKESTONE), gray (5Y 5/1 ); strongly bioturbated, strong HCI reaction 62.8,63.6,65.1ft: BJ, 30°, PS, PO, B,11-111 64.2ft: J, 60°, PR, VT-T, A-B, 1-11, part intact 67.7,68.4,68.7,69.3ft: BJ, 30°, PS-US, PO-T, B, II 69.8,70.1ft: J, 60°, SR, VT-T, B, part intact 74.9-75.1ft: FZ, 30°, PR, PO, F, IV 75.7,75.9,76.1,76.2,76.3ft: BJ, 30°, PS-UR, PO, B, II
GEOTECHNICAL CORING LOG a me SHEET 2 OF 2 BECHTEL PROJECT NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 COUNTY: Roane, TN I GEOLOGIST: J. Howard SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: A. Martin/D. Rhodes Boring Orientation BORING NO.:
MP-219 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-55 (C)
Inclination: Vertical GROUND ELEV.:
812.9 ft (NAVD88) NORTHING:
571,224 US ft (NAD83) EASTING: 2,448,196 US ft (NAD83) Azimuth:
NA TOTAL DEPTH: 96.5 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (ID): 140-lb Auto (163745)
DATE STARTED:
7/6/13 COMPLETED: 7/19/13 I CASING DEPTH: 23.8 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 CALCAREOUS SILTSTONE, dusky red (2.5Y 3/2) to dark reddish gray (2.5YR 3/1 ), medium 2:30 strong to strong, laminated to very thinly bedded, fresh, interbedded with few to little laminated 6:30 to thin LIMESTONE (WACKESTONE), gray (5Y 5/1 ); strongly bioturbated, strong HCI reaction (continued) 4:15 736.4 76.5 76.0-78.9ft: As above, mostly LIMESTONE (WACKESTONE), gray (5Y 5/1) to dark reddish 1.6 5:15 (1.6)
(0.9)
Run 12 gray (1 OR 3/1 ), strong, thinly to moderately bedded, fresh 100% 56%
734.8 78.1 4:00/0.6 77.0,77.2ft: BJ, 30°, PR, P0-0, B, Ill, with pyrite
-c-3.4 4:30/0.4 (2.8)
(2.4)
Run 13 77.7-77.9ft: FZ, 30°, PR, 0, F, Ill, mechanically reduced to rubble 6:45 82%
71%
77.1ft: J, 60°, PR, 0, C, Ill, with calcite 3:30 78.1-78.9ft: FZ, mechanically broken, 0.6' Core loss 79.1ft: BJ, 30°, PR, PO, C, Ill 3:15 731.4 81.5 4.3 4:45 (4.3)
(4.3)
Run 14 85.3ft: BJ, 30°, PS, T, B, II 100% 100%
4:00
-'-=-
3:30 3:45 727.1 85.8 2.7 2:15/0.3 (2.7)
(2.7)
Run 15 87.0ft: BJ, 30°, PR, PO, B, II 3:15/0.7 100% 100%
4:00 724.4 88.5 3:30
-'-=-
3.0 3:45 (3.0)
(3.0)
Run 16 100% 100%
2:30 2:30 721.4 91.5 5.0 8:45 (3.6)
(3.2)
Run 17 93.6ft: BJ, 30°, PR, PO, B, Ill 72%
64%
93.7ft: J, 60°, PR, 0, B, II 3:00
-_c_-c--
95.1-96.5ft: 1.4' of core left in hole; core barrel locked in hole 3:15 NOTE: Unable to retrieve core barrell from boring, boring abandoned with tools in hole. Boring 3:00 replaced with offset boring MP-219A per AMEC and BECHTEL agreement.
NO 716.4 96.5 716.4 Boring and coring terminated at 96.5 feet due to core barrel stuck in hole.
Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-354 of 706 96.5
MlfC PRO"JEC"F 6li6H-t3 1ftn IW111NG,MP-2(1 ~~
IJEPTH' ~-Cc_fl'l TO 5 I) lftl PL'~ INTERVAl 4ft I~EC lfl,- ". \\ RQO !II\\ -1"1,.1 L( 5_;(1 :..,~<.V 5~~ 00/.)/-z s (5~-:-J
~ 5.0 (~~"~ ( 5 0 t<<v.) f 4 J (8 2.(.)
(p-t;O.. (~~~~Y l.f9 h=x)/ ~f;f!J;S:;-!}3"> [11.
.......... - ---*.o~v'.o*=-:.-*..
~~.,...,..,..~~ ~--~
~
F- -
.. -~... )~
MP-219-Boxes 3 and 4 CLINCH I?IVEI? SMR I'IWJECT AMEC PIWJECT fi. 61113 11!72 Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-355 of 706
' ~*. - -- ---
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Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-356 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-219A 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: E. Shrum DRILLER: B. Akins/J. Criss Boring Orientation DRILL MACHINE: D-120 (MW-1)
Inclination: Vertical GROUND ELEV.:
808.6 ft (NAVD88) NORTHING:
571,254 US ft (NAD83) EASTING: 2,448,185 US ft (NAD83)
Azimuth:
NA TOTAL DEPTH: 269.1 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: 7/20/13 I COMPLETED: 7/25/131 HOLE DIA.: 4" I CASING DEPTH: 24.5 ft I CORE SIZE:HQ3 I BITS USED: 4" Roller Cone ELEV.
(ft) 808.6 tsUts.tl 806.1 803.3 801.1 798.6 796.0 793.4 DEPTH BLOW COUNT BLOWS PER FOOT (ft) 0.5ft 0.5ft 0.5ft 0
20 40 60 80 100 Ground Surface u.u 3
3 4
7 2.5 5
2 2
- ~4 5.3 2
4 2
'6 7.5 1
1 4
10.0 7
31 40
. ~<~ :>T *-
12.6 13 11 10 15.2 10 50/0.3
. -..... 50.
Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-357 of 706 SAMP.
L 0
SOIL DESCRIPTION AND REMARKS NO.
G 808.6 0.0 SS-1
~
FILL: LEAN CLAY with Gravel (CL), yellowish brown (10YR 5/6), medium stiff, moist, moderate plasticity fines, little fine
- I
~o~ to coarse angular gravel, few fine to coarse sand, trace ~2Q
ss:2
_9~a.!:!!_c~ ~~g_!:l~ ~a~i~ ___________ J FILL: Gravelly FAT CLAY with Sand (CH), brownish yellow
~
I-(1 OYR 6/6), medium stiff, wet, high plasticity fines, little fine to coarse angular gravel, little fine to coarse sand, strong
ss:3 HCI reaction
~
0
~RESIDUAL soiL:LEAN cCA Y With sa rid (clj,recidish-7 Q
~
~
brown (2.5YR 4/4), medium stiff to hard, moist, low to Zf 1-moderate plasticity fines, little fine to coarse sand, few fine gravel sized angular rock fragments, saprolitic, strong HCI
ss:s Zf reaction
- I
~~----------------------12Q
~
RESIDUAL SOIL: Gravelly LEAN CLAY with Sand (CL),
brown (10YR 5/3), very stiff, moist, low to moderate plasticity Zf I-fines, little fine to coarse gravel sized angular rock fragments, few fine to medium sand, saprolitic, strong HCI
ss:7 ~
lJg2_9 reaction 15.7
!2 WEATHERED ROCK:
CALCAREOUS SILTSTONE, sampled as CLAYEY GRAVEL (GC), olive gray (5Y 5/2),
rr90_6 very dense, moist, fine to coarse gravel sized angular rock 18_0
\\iragments, some low plasticity fines, strong HCI reaction r I-Roller Cone refusal at 17.9 feet.
Soil drilling halted. Log continues on geotechnical coring log Observed water levels:
19.0 ft bgs, AM 7/21113 38.4 ft bgs, AM 7/22/13 1-35.1 ft bgs, AM 7/23/13 37.3 ft bgs, AM 7/24/13 36.8 ft bgs, AM 7/25/13 1-I-
1-1-
a me GEOTECHNICAL CORING LOG Prepared By: MBL Date: 3/5/14 Checked By: JCM Date: 3/5/14 SHEET 1 OF 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-219A DRILL METHOD: Mud Rotary/Core DRILL MACHINE: D-120 (MW-1)
Inclination: Vertical GROUND ELEV.:
808.6 ft (NAVD88) NORTHING:
571,254 US ft (NAD83) EASTING: 2,448,185 US ft (NAD83) Azimuth:
NA TOTAL DEPTH: 269.1 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (I D): 140-lb Auto (027)
DATE STARTED:
7/20/13 COMPLETED: 7/25/13 I CASING DEPTH: 24.5 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 @ 18.0 ft 790.6 18.0 1.1 2:21 (0.8)
(0.0)
Run 1 I~U.O CALCAREOUS SILTSTONE, dark grayish olive (10Y 4/2) to greenish gray (5GY 5/1) and 10.1 789.5.
19.1 ~
0:22/0.1 73%
0%
Run 2 olive (5Y 5/6), very weak to weak and medium strong, laminated to very thinly bedded, 3:23 (2.6)
(0.0) moderately to slightly weathered, locally highly weathered, interbedded with few to little, 3:25 90%
0%
laminated to thin LIMESTONE (WACKESTONE),
gray (N 6/); slight to moderate bioturbation, strong HCI reaction (Lincolnshire Formation-Fieanor Member-Unit B) 5:40/0.9 786.6 22.0 2.1 8:00 (1.5)
(0.5)
Run 3 22.5,22.7,22.8,23.1ft: BJ, 30°, PS, P0-0, D, Ill 71%
24%
5:55 784.5 24.1 5.0 1:04/0.1 (4.7)
(1.6)
Run 4 24.1-25.2ft: BJ, 30°, PR, P0-0, D, Ill, spaced at about 0.2' 5:20 94%
32%
25.9,26.4,27.3,28.3ft: J, 60°, UR, 0, K, Ill 5:07 3:23 3:17 4:06 779.5 29.1 5.0 3:39 (4.2)
(1.6)
Run 5 84%
32%
4:24 3:07 3:23 4:06 774.5 34.1 5.0 3:46 (5.0)
(3.0)
Run 6 34.1-36.2ft: BJ, 30°, PS, P0-0, C, Ill, spaced at about 0.2' 100% 60%
36.7,37.7ft: BJ, 30°, PS, P0-0, D, Ill 4:12 4:03 3:51 770.6 38.0
~
769.5 39.1 4:59 CALCAREOUS SILTSTONE, weak red (10R 4/3), weak to medium strong, laminated to very 5.0 3:11 (5.0)
(2.2)
Run 7 thinly bedded, locally with moderately to thickly bedded appearance, slightly weathered to fresh, locally moderately weathered, interbedded with trace to few, laminated to thinly bedded 100% 44%
3:02 LIMESTONE (WACKESTONE), gray (10YR 6/1) and greenish gray (5GY 5/1); moderate to strong bioturbation, strong HCI reaction 2:11 39.3,39.7,40.2ft: BJ, 30°, PS, P0-0, C, Ill 2:10 40.9-43.4ft: BJ, 30°, PS, PO, D, Ill 42.2ft: J, 60°, PR-SR, P0-0, C-D, Ill 2:37 764.5 44.1 5.0 4:43 (5.0)
(3.5)
Run 8 44.1-44.7ft: FZ, 30°, PR-PS, C-D, Ill 100% 70%
44.7,46.1,48.3,49.0ft: BJ, 30°, PS, T-0, D, Ill 2:02 49.0ft: J, 70-80°, SR, P0-0, B-C, II-III 2:36 2:06 2:57 759.5 49.1 5.0 3:04 (5.0)
(5.0)
Run 9 50.2,51.7ft: BJ, 30°, PS, T-PO, D, Ill 100% 100%
2:32 3:10 2:24 2:18 754.5 54.1 5.0 2:38 (5.0)
(2.3)
Run 10 753_5 54.5,55.3,55.4,55.9,56.3,57.1,57.3,57.5,57.8,58.0ft: BJ, 30°, PS, T-PO, B-C, Ill 55_1 2:19 100% 46%
~
LIMESTONE (WACKESTONE), greenish gray (5GY 5/1), strong, very thinly to moderately 2:01 bedded, fresh, trace laminated Calcareous SILTSTONE partings; strong HCI reaction 2:02
- ~0§_---------------------------------- -- ~.8 1:34 CALCAREOUS SILTSTONE, weak red (10R 4/3) to dusky red (10R 3/2) and dark reddish 749.5 59.1 gray (10R 3/2), medium strong to strong, laminated to very thinly bedded, locally with 5.0 3:41 (5.0)
(4.4)
Run 11 moderately to thickly bedded appearance, fresh, interbedded with trace to few, laminated to 100% 88%
thinly bedded and trace moderately bedded, LIMESTONE (WACKESTONE), gray (10YR 6/1) 2:28 and greenish gray (5GY 5/1 ); moderate to strong bioturbation, strong HCI reaction 2:18 61.0ft: J, 50°, PS, 0, C, II 61.6,61.8,61.9ft: BJ, 30°, PS, T-0, C, II 2:44 2:28 744.5 64.1 5.0 2:21 (5.0)
(5.0)
Run 12 68.0ft: BJ, 30°, PS, T, B, II 100% 100%
2:33 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-358 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-219A DRILL METHOD: Mud Rotary/Core DRILL MACHINE: D-120 (MW-1)
Inclination: Vertical GROUND ELEV.:
808.6 ft (NAVD88) NORTHING:
571,254 US ft (NAD83) EASTING: 2,448,185 US ft (NAD83) Azimuth:
NA TOTAL DEPTH: 269.1 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (I D): 140-lb Auto (027)
DATE STARTED:
7/20/13 COMPLETED: 7/25/13 I CASING DEPTH: 24.5 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 2:12 CALCAREOUS SILTSTONE, weak red (10R 4/3) to dusky red (10R 3/2) and dark reddish 2:07 gray (10R 3/2), medium strong to strong, laminated to very thinly bedded, locally with moderately to thickly bedded appearance, fresh, interbedded with trace to few, laminated to 2:25 739.5 69.1 thinly bedded and trace moderately bedded, LIMESTONE (WACKESTONE), gray (10YR 6/1) 5.0 2:27 (5.0)
(5.0)
Run 13 and greenish gray (5GY 5/1 ); moderate to strong bioturbation, strong HCI reaction (continued) 100% 100%
3:25 73.6ft: BJ, 30°, PS, T, B, II 2:49 2:13 3:42 734.5 74.1 5.0 2:33 (5.0)
(5.0)
Run 14 77.5ft: BJ, 30°, T, B, II 100% 100%
78.3ft: J, 80°, SR, PO, C, II 2:39 3:04 3:07 3:04 729.5 79.1 5.0 3:48 (5.0)
(5.0)
Run 15 79.9ft: BJ, 30°, US, T, B, II 100% 100%
82.4ft: J, 70°, UR, PO, C-H, II 2:53 83.4ft: BJ, 30°, PS, T, B, II 2:34 2:28 2:42 724.5 84.1 5.0 2:44 (5.0)
(4.0)
Run 16 86.9ft: BJ, 30°, PS, T, B, II 100% 80%
87.0-87.7ft: FZ, 60°, PR-UR, 0, C-D, Ill 2:47 88.7,88.8ft: BJ, 30°, PS, T-PO, C, II 3:15 2:07 3:09 719.5 89.1 5.0 3:37 (5.0)
(4.7)
Run 17 89.2,90.7,91.6ft: BJ, 30°, PS, T-PO, C, Ill 100% 94%
90.9ft: J, 60°, PS, T, C, II 3:19 2:26 3:07 3:03 714.5 94.1 5.0 2:36 (5.0)
(4.8)
Run 18 94.5,94.7,96.6ft: BJ, 30°, PS, T, B, II 100% 96%
3:48 2:59 2:56 3:33 709.5 99.1 5.0 2:24 (5.0)
(5.0)
Run 19 100.0,101.3,102.8ft: BJ, 30°, PS, T, B, II 100% 100%
100.9ft: J, 20°, SR, T, B, II 2:42 1:52 1:59 2:43 L3-50
- - -704.5 104.1 704.5 104.1 5.0 3:04 (5.0)
(4.9)
Run 20 CALCAREOUS SILTSTONE, very dark grayish green (5GY 3/2) to very dark gray (N 3/),
100% 98%
medium strong to strong, laminated to very thinly bedded, fresh, interbedded with little to 2:48 some, laminated to thin LIMESTONE (MICRITE), gray (10YR 6/1); slight bioturbation, strong 3:00 HCI reaction 3:35 108.0,108.1ft: BJ, 30°, PR-PS, PO, B, II 3:19 699.5 109.1 5.0 4:02 (5.0)
(5.0)
Run 21 100% 100%
2:50 3:37 696.3 112.3 3:51
~
LIMESTONE (MICRITE), gray (N 5/), strong, thinly bedded and nodular, fresh, with little 694.5 114.1 3:16
=@.4§..
Calcareous SILTSTONE, very dark gray (N 3/); strong HCI reaction (Lincolnshire 113.8 5.0 4:13 (5.0)
(5.0)
Run 22 =Q =
~~l"lll<J!iOil-~~o_ll_ llll_elllb_Elr-lJnit~ ____________________ J Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-359 of 706
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-219A DRILL METHOD: Mud Rotary/Core DRILL MACHINE: D-120 (MW-1)
Inclination: Vertical GROUND ELEV.:
808.6 ft (NAVD88) NORTHING:
571,254 US ft (NAD83) EASTING: 2,448,185 US ft (NAD83) Azimuth:
NA TOTAL DEPTH: 269.1 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (I D): 140-lb Auto (027)
DATE STARTED:
7/20/13 COMPLETED: 7/25/13 I CASING DEPTH: 24.5 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 3:10 100% 100%
~
LIMESTONE (MICRITE), gray (N 5/) to light gray (10YR 7/1) and greenish gray (10Y 5/1),
3:02 strong, laminated to moderately bedded, locally nodular, fresh, interbedded with little to some, 2:37 laminated to thinly bedded, wispy/wavy to irregular and diffuse Calcareous SILTSTONE, very dark gray (N 3/) to very dark grayish green (5GY 3/2), and trace to few very thin to thin chert 689.5 119.1 2:54 beds, lenses, and irregular nodules (greenish gray to gray, with calcite filled tensional fractures 5.0 3:25 (5.0)
(5.0)
Run 23
~
orthogonal to bedding); slight bioturbation, trace fossils, trace stylolites, trace calcite filled pits and sparry calcite "bird eyes", locally argillaceous, strong HCI reaction (continued) 2:37 100% 100%
115.7,117.5ft: BJ, 30°, PS, T, B-C, II 2:40 121.9ft: BJ, 30°, PS, T, B, II 3:22 684.5 124.1 3:26 5.0 3:08 (5.0)
(5.0)
Run 24
~
3:07 100% 100%
2:47 3:08 679.5 129.1 2:52 5.0 2:35 (5.0)
(5.0)
Run 25 132.0ft: J, 60°, UR, PO, B, II 2:49 100% 100%
133.3ft: J, 60°, UR, PO, B, II 3:01 2:43 674.5 134.1 3:51 5.0 4:17 (5.0)
(4.4)
Run 26
~
135.3,138.0ft: BJ, 30°, PS, T, B, II 100% 88%
L3-51 136.9,138.0ft: J, 60°, PR, T-PO, B-C, II 2:51 2:45 3:33 669.5 139.1 2:36 5.0 3:14 (5.0)
(5.0)
Run 27
~
142.2,143.5ft: BJ, 30°, PS, T-PO, C, II 2:45 100% 100%
3:04 2:59 664.5 144.1 2:47 5.0 3:31 (5.0)
(5.0)
Run 28
~
3:19 100% 100%
2:23 2:18 659.5 149.1 2:27 5.0 2:35 (5.0)
(5.0)
Run 29
~
2:37 100% 100%
2:22 3:05 151.9-154.5ft: As above, to strongly bioturbated with coarse horizontal and vertical burrows 2:34 filled with sparry calcite and carbonate, fossiliferous 654.5 154.1 5.0 3:02 (5.0)
(5.0)
Run 30
~
154.6,156.6,157.4ft: J, 60°, PR, T-VT, A-B, 1-11, with calcite 3:21 100% 100%
155.8,157.6ft: BJ, 30°, PS, T, B, II 158.0ft: J, 45°, PS, T, B, II, with calcite 3:26 3:10 649.5 159.1 3:08 5.0 4:15 (5.0)
(4.0)
Run 31
~
160.0,160.3,160.4ft: BJ, 30°, PL, T-PO, B, II 4:54 100% 80%
o-13+/-.81._ "'"1§0J_-1_fl0_:_2f_l:_ ~.1_0",_ ~,_(),_C,_III _____________________.r_1§Cl.4 5:32 6:14 5:01 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-360 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-219A DRILL METHOD: Mud Rotary/Core DRILL MACHINE: D-120 (MW-1)
Inclination: Vertical GROUND ELEV.:
808.6 ft (NAVD88) NORTHING:
571,254 US ft (NAD83) EASTING: 2,448,185 US ft (NAD83) Azimuth:
NA TOTAL DEPTH: 269.1 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (I D): 140-lb Auto (027)
DATE STARTED:
7/20/13 COMPLETED: 7/25/13 I CASING DEPTH: 24.5 ft CORE BARREL TYPE: HQ3/Diamond Impregnated core bits ELEV.
(ft) 644.5.
639.5 637.5 634.5 629.5 628.2 624.5 619.5 614.5 609.5 604.5 599.5 DRILL RUN L
DEPTH RUN RATE REC.
ROD SAMP.
0 (ft)
(ft)
(Min/ft)
(It)
(It)
NO.
G 164.1 5.0 4:15 (5.0)
(4.2)
Run 32 4:12 100% 84%
4:05 3:45 L3-52 169.1 5:34 2.0 7:12 (2.0)
(0.7)
Run 33 5:17 100% 35%
171.1 3.0 5:11 (3.0)
(1.7)
Run 34
~
100% 57%
5:25 174.1 6:26 5.0 4:40 (5.0)
(4.4)
Run 35
~
4:17 100% 88%
3:29 4:34 179.1 4:06 1.3 4:06 (1.0)
(0.0)
Run 36 =6 180.4 5:18/0.3 77%
0%
3.7 (3.7)
(3.2)
Run 37 7:43 4:10 100% 86%
4:03 184.1 3:26/0.7 5.0 4:30 (5.0)
(4.4)
Run 38 4:01 100% 88%
4:32 4:09 189.1 5:09 5.0 4:01 (5.0)
(5.0)
Run 39
~
3:57 100% 100%
3:13 3:03 194.1 3:29 5.0 3:45 (5.0)
(5.0)
Run 40
~
3:40 100% 100%
5:05 3:08 199.1 3:40 5.0 4:43 (5.0)
(5.0)
Run 41
~
100% 100%
L3-53 4:11 3:58 3:20 3:46 204.1 5.0 3:00 (5.0)
(5.0)
Run 42 100% 100%
2:40 2:44 2:45 2:58 209.1 5.0 3:03 (5.0)
(5.0)
Run 43 100% 100%
3:20 3:25 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-361 of 706 ROCK DESCRIPTION AND REMARKS Continued from previous page LIMESTONE (MICRITE), gray (10YR 6/1) and (N 6/) to grayish brown (10YR 5/2), strong, thinly to moderately bedded, locally laminated, fresh, stylolitic, interbedded with trace to few, laminated to very thinly bedded, wispy/wavy irregular and diffuse Calcareous SILTSTONE, very dark gray (N 3/-10YR 3/1), and little very thin to moderate chert beds, lenses, and nodules (gray to black, with calcite filled tensional fractures orthogonal to bedding); calcite healed fractures at 45-80° through-out, calcite healed shear zones through-out, trace calcite filled pits and sparry calcite "bird-eyes", strong HCI reaction (continued) 160.9,161.1,161.4,161.7,163.0ft: BJ, 20°, US, T, B, II 164.4,164.9,165.0,165.3,165.5,166.5,167.1,167.5,168.1,168.2ft: BJ, 30°, PS-PL, T, B, II 166.1ft: BJ, 30°, UL, T, B, II 169.4,169.8,170.0,170.2,170.5,170.7ft: BJ, 30°, PL, VT-T, B, 1-11 171.2,171.6,171.9,172.2,173.1,173.4,173.7ft: BJ, 30°, PL, T, B, II 175.1,175.8,176.3,177.3,178.5ft: BJ, 30°, PL, T, B, II, with calcite 175.8-177.2ft: SZ, 30-40°, VT-T, C, I, with calcite 179.3,179.7,179.9,180.0,180.1ft: BJ, 30°, PL, T-PO, B-C, II, with calcite Mechanical loss of core from bottom of Run 36 180.4-181.1ft: SZ, 30-80°, VT-PO, C-F, II, with calcite 181.9,182.7,183.4ft: BJ, 30°, PL, T, C, II, with calcite 185.1,185.5,186.2,186.3,187.2,188.0,188.5ft: BJ, 30°, PL, T-PO, C, II 185.5-185.7,186.3-186.4ft: SZ, 30°, VT, A, I, with calcite 189.4,190.8ft: BJ, 30°, PL-PS, T, C, II 195.1, 195.9,198.0ft: BJ, 30°, PS-PL, T-PO, B-C, II 606.4 CALCAREOUS SILTSTONE, very dark gray (10YR 3/1, N 3/) and bluish black (5PB 2.5/1) to very dusky red (5R 2.5/3, 10R 2.5/2), with trace dark greenish gray (5GY 4/1) to very dark greenish gray (5G 3/1 ), strong, laminated to moderately bedded, locally thickly
- bedded, fresh, interbedded with little to some, laminated to moderately bedded LIMESTONE (MICRITE/WACKESTONE), gray (N 5/, 10YR 6/1-5/1), trace fossils, and few to little, very thin to moderate chert beds, lenses, and nodules (multicolored-gray, green, reddish brown, to black, with calcite filled tensional fractures orthogonal to bedding); locally moderate to strong bioturbation, strong HCI reaction (Upper Blackford Formation-Unit A) 203.1,203.8ft: BJ, 30°, PS, T, C, II 212.7,213.4ft: BJ, 30°, PS, T, B, II 202.2