ML18003A724
| ML18003A724 | |
| 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: ML18003A724 (7) | |
Text
MP-419-Boxes 5 and 6 Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-581 of 706
MP-419-Boxes 9 and 10 Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-582 of 706
MP-419-Boxes 13 and 14 MP-419-Boxes 15 and 16 Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-583 of 706
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- MP-419-Box 19 Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-584 of 706
a me BECHTEL NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 GEOTECHNICAL BORING LOG Prepared By: MBL Date: 4/10/14 COUNTY: Roane, TN Checked By: JCM Date: 4/10/14 SHEET 1 OF 1 I GEOLOGIST: J. Terry SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: G. Akins/K. Amburn Boring Orientation Inclination: Vertical BORING NO.:
MP-420 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: D-120 (MW-2)
GROUND ELEV.:
803.1 ft (NAVD88) NORTHING:
572,033 US ft (NAD83) EASTING: 2,446,918 US ft (NAD83)
Azimuth:
NA TOTAL DEPTH: 319.4 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 (R308)
DATE STARTED: 6/21/13 I COMPLETED: 7/7/13 I HOLE DIA.: 4" I CASING DEPTH: 48.4 ft I CORE SIZE:HQ3 I BITS USED: 4" Roller Cone ELEV. DEPTH BLOW COUNT (ft)
(ft) 0.5ft 0.5ft 0.5ft 803.1 tsU6.*1 u.u 5
7 7
800.6 2.5 3
4 6
798.1 5.0 3
4 4
795.6 7.5 5
5 5
793.1 10.0 3
3 5
790.6 12.5 2-1--3-787.9 15.2 2
2 2
BLOWS PER FOOT 0
20 40 60 80 Ground Surface 14 10
- +a.
SAMP.
L 0
100 NO.
G SS-1 SOIL DESCRIPTION AND REMARKS 803.1 0.0 FILL: Sandy SILT with Gravel (ML), reddish brown (5YR 4/4),
stiff, dry, non-plastic to low plasticity fines, little coarse sand,
~O~i~e~n~
t~
~a~e~n_Qu~r
_Qr~e.!:_ ~o~g_!:!'2_r~a~~ __./_2Q RESIDUAL SOIL: SILT (ML), reddish yellow (5YR 6/8) with 1-dark reddish brown (5YR 3/4), stiff, moist, low to moderate rr_98_6 plasticity fines, trace coarse sand and angular gravel, no HCI 4_5
%C'-- -veaction
_j- ~
ss:3 ~
RESIIJuALSOil:LEAN CLAY (cl), yeii0Wisflr8d (5YR 476),
/~m
/~
medium stiff, moist, moderate plasticity fines, no HCI m~9U,_r~~o~------------------ _,.JQ SS-4A
~l194.9 RESIDUAL SOIL: FAT CLAY (CH), yellowish red (5YR 4/6),
8_2 ss-4B ~ 1stiff, moist, moderate to high plasticity fines, trace to few finer
~93.6\\to coarse angular gravel, no HCI reaction
/
9§.
......... -........ ~
m I RESIDUAL SOIL: SILT (ML), very dark graYJsh brown (10YRI
. 18.
_:___ ~ \\~~ki~~ :o~t,~o: ~_:~:a~ ~a~i~y~i:~: ~J
~
RESIDUAL SOIL: LEAN CLAY (CL), yellowish brown (10YR
~~r 5/6) to dark grayish brown (10YR 4/2), medium stiff, moist, m
low to moderate plasticity fines, trace fine to coarse sand and
~
fine gravel, no HCI reaction
.......... _........ ~
~
12.5ft: As above, to yellowish red (5YR 5/8) 6
~
(7.5YR 3/2), soft, moist to wet
~1-
..1"*........ _ <..... iW. _
00 ss-7 ~
15.2ft: As above, to strong brown (7.5YR 6/8) to dark brown 783.9 19.2
~l:78~ ______________________
19,?.
50/0.1 50 *
~~ CRYSTALLINE DOLOMITE, SPT refusal with no recovery,
~
1-----ll----+--+----11------------------l
~
782.4 advance casing to 20.7 feet.
20.7 f--
Soil drilling halted. Log continues on geotechnical coring log
§
"" j
~
~
0
~
0
~
~
..J u
§ C/o 0
0
..J g
"' 0 5 u
..J g
~
~
~
~
Observed water levels:
1-DRY, AM 6/22/13 43.2 ft bgs, AM 6/23/13 NO, 6/24/13 (Unable to determine-tooling in hole) 46.1 ft bgs, AM 6/25/13 45.1 ft bgs, AM 6/26/13 45.2 ft bgs, AM 6/27113 57.1 ftbgs,AM7/2/13 r
59.1 ft bgs, AM 7/3/13 1-1-
r NO, 7/4/13 (Rained out-did not work) 57.0 ft bgs, AM 7/5/13 56.8 ft bgs, AM 7/6/13 40.4 ft bgs, AM 7/7/13 36.5 ft bgs, AM 7/8/13 0 5 uL-----L---~~--~----~--~~------------------------------~--~--~r--------------------------------------------~
Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-585 of 706
a me GEOTECHNICAL CORING LOG Prepared By: MBL Date: 4/10/14 Checked By: JCM Date: 4/10/14 SHEET 1 OF 7 BECHTEL PROJECT NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 COUNTY: Roane, TN I GEOLOGIST: J. Terry SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: G. Akins/K. Amburn Boring Orientation BORING NO.:
MP-420 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: D-120 (MW-2)
Inclination: Vertical GROUND ELEV.:
803.1 ft (NAVD88) NORTHING:
572,033 US ft (NAD83) EASTING: 2,446,918 US ft (NAD83) Azimuth:
NA TOTAL DEPTH: 319.4 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (I D): 140-lb Auto (R308)
DATE STARTED:
6/21/13 COMPLETED: 7/7/13 I CASING DEPTH: 48.4 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@ 20.7 ft 782.4 20.7 3.8 6:02 (3.4)
(2.0)
Run 1
~
IOL.4 CRYSTALLINE DOLOMITE, fine to medium grained, gray (10YR 5/1) to light gray (10YR 8:16 89%
53%
7/1), mottled locally with dark red (2.5YR 3/6) to weak red (10YR 4/4-4/3) and reddish gray
~
(10R 6/1), strong, laminated to moderately bedded, moderately to slightly weathered, few 8:38 very thin to thin chert beds, lenses, and nodules (dark red, reddish brown, dark reddish 778.6 24.5 9:47/0.8 brown, weak red); healed fractures through-out, trace calcite and dolomite filled pits, no HCI 5.0 3:36 (4.6)
(2.5)
Run 2 g reaction (Knox Group-Newala Formation) 3:58 92%
50%
22.4,22.5,22.8ft: J, 35°, PR, P0-0, Ill 25.5-25.8ft: Rod drop 5:17 g
31.0-31.6ft: FZ, 40-70°, PR, T, B-C, II-III 3:44 32.7ft: J, 55°, PS, VT-T, A, II 2
33.3ft: J, 30°, MO, D, II 773.6 29.5 3:52 34.0ft: J, 30°, US, MO, D, II 5.0 2:54 (5.0)
(4.2)
Run 3
~
36.6ft: J, 35°, SR, VT, A, I 37.2ft: J, 20-25°, SR, 0-MO, D, II 5:34 100% 84%
37.5ft: BJ, 35°, PR, T, B, Ill 4:01 g
38.0ft: BJ, 30°, PR, PO, B, Ill 38.2ft: J, 65°, VT, A, I 3:50 g
39.0ft: J, 20-45°, SR, PO, D, Ill 3:52 40.4ft: J, 45°, SR 0-MO, D-F, II 768.6 34.5 3.4 2:44 (3.1)
(2.9)
Run 4 ~
3:01 91%
85%
~
2:49 765.2 37.9 1:02/0.4 1.6 (1.6)
(1.6)
Run 5 2 2:06/0.6 763.6 39.5 3:36 100% 100%
39.3-40.6ft: As above, with little fine gravel sized angular carbonate clasts and chert nodules, Run 6 light gray (10YR 7/2)
LU.
4.0 2:13 (1.1)
(0.6)
~
28%
15%
_?Q.2&_---------------------------------- -- +/-Q.6 759.6 754.7 753.7.
748.7 743.7 738.7 733.9 0:00 CAVITY/VOID: filled with FAT CLAY (CH), strong brown (7.5YR 4/6), very soft, moist to wet, 0:00 moderate to high plasticity fines, trace fine gravel and coarse sand, no HCI reaction 40.6-43.5ft: ROD DROP/very fast drilling 43.5 0:00
~
43.5-45.0ft=SS-9 (WOR-1-2)
N-3 SS-9
~
N=2 SS-10 N=50/0.4 SS-11 756.2
¢ -754.7 48.4 1.0 10:40 (1.0)
(1.0)
Run 7 g
- 49.
5.0 5:17 100% 100%
Run 8 (4.9) 1(4.5) g 4:21 98%
90%
6:55 10:40 g
54.4 9:06 6
5.0 6:25 (5.0)
(5.0)
Run 9 6 100% 100%
6:01 g
5:10
~
6:04 59.4 5:54 5.0 5:20 (5.0)
(4.7)
Run 10 g 4:07 100% 94%
2:47 g
2:46 g
64.4 3:30 4.8 4:53 (4.8)
(4.8)
Run 11
~
4:31 100% 100%
g 6:10 6:14 g
69.2 7:25/0.8 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-586 of 706 45.0-46.5ft=SS-10 (WOR-1-1) 46.5-46.9ft=SS-11 (50/0.4')
ADVANCED CASING TO 48.4 FEET CRYSTALLINE DOLOMITE, fine to medium grained, gray (10YR 5/1) to reddish gray (10R 5/1 to 2.5YR 6/1)) with trace olive gray (5Y 5/2) and light gray (5Y 7/1), grading to weak red (10R 5/3, 10R 4/4) with gray (5Y 6/1), typically mottled, medium strong to strong, thinly to thickly bedded, slightly weathered to fresh, trace to few very thin to thin chert beds, lenses, and nodules (grayish brown, reddish brown); healed fractures through-out, trace calcite and dolomite filled pits, no to weak HCI reaction 48.7ft: BJ, 40-50°, SR, VT, A, I, stylolite 49.3ft: BJ, 20-25°, UR, PO, D, Ill 49.6,50.3,50.9ft: BJ, 30-40°, SRIUR, PO-MO, C-D,11-111 51.5ft: J, 0°/50°, SR, T-PO, C, II 52.0ft: J, 45°, SR, P0-0, C, II
- 55. 7ft: BJ, 30°, US, PO, D, II, mod. weathered 57.2ft: J, 10-15°, SR, 0-MO, D, Ill 58.5ft: BJ, 25-30°, SR, P0-0, D, Ill, slightly weathered 58.8-61.0ft: As above, to reddish gray (2.5YR 6/1) 60.2-60.6ft: FZ, 20-30°, SR, 0, C, Ill 61.0,63.0,63.8ft: BJ, 25-30°, SR, P0-0, D, Ill 61.6ft: FZ, mechanically reduced to rubble, slightly weathered 61.0-63.7ft: As above to weak red (10R 5/3) with gray (5Y 6/1) and dusky red (10R 3/3) mottling 63.7ft: As above, becomes reddish gray (10R 6/1) to (2.5YR 5/1) with weak red (7.5YR 4/4) mottling 66.3ft: BJ, 0-20°, SR, P0-0, D, II 70.7ft: J, 55°, UR, P0-0, E, Ill 71.1ft: BJ, 25°, PS, T-PO, D, Ill 69.2-69.6ft: As above, with some very thin quartz sand lenses 46.9 48.4
GEOTECHNICAL CORING LOG a me SHEET 2 OF 7 BECHTEL PROJECT NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 COUNTY: Roane, TN I GEOLOGIST: J. Terry SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: G. Akins/K. Amburn Boring Orientation BORING NO.:
MP-420 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: D-120 (MW-2)
Inclination: Vertical GROUND ELEV.:
803.1 ft (NAVD88) NORTHING:
572,033 US ft (NAD83) EASTING: 2,446,918 US ft (NAD83) Azimuth:
NA TOTAL DEPTH: 319.4 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (I D): 140-lb Auto (R308)
DATE STARTED:
6/21/13 COMPLETED: 7/7/13 I CASING DEPTH: 48.4 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 11:11 (5.0)
(5.0)
Run 12
~
CRYSTALLINE DOLOMITE, fine to medium grained, gray (10YR 5/1) to reddish gray (10R 5/1 6:10 100% 100%
to 2.5YR 6/1)) with trace olive gray (5Y 5/2) and light gray (5Y 7/1), grading to weak red (10R 4:14 g
5/3, 10R 4/4) with gray (5Y 6/1), typically mottled, medium strong to strong, thinly to thickly bedded, slightly weathered to fresh, trace to few very thin to thin chert beds, lenses, and 3:34 nodules (grayish brown, reddish brown); healed fractures through-out, trace calcite and 3:48 2
dolomite filled pits, no to weak HCI reaction (continued) 728.g 74.2 728.9 74.2 2.8 5:17 (2.5)
(1.1)
Run 13
~
CRYSTALLINE DOLOMITE, fine to medium grained, mostly gray (5YR 6/1) to weak red (10R 5:08 8g%
3g%
5/4 ), strong to very strong, thinly to thickly bedded, slightly weathered to fresh, trace very thin
~
chert nodules (grayish brown, reddish brown), trace very thin chert cemented, medium to 726.1 77.0 13:37/0.8 coarse grained, subrounded to rounded quartz sand and chert lenses; healed fractures 2.4 14:36/0.2 (2.4)
(2.3)
Run 14 ~
through-out, trace calcite and dolomite filled pits and vugs, few open (separate/non-touching),
3:34 100% g6%
no to weak HCI reaction 4:12
~
74.7-81.0ft: FZ, 20-50° and goo, SR-PR, P0-0, D, Ill 723.7 7g.4 5.0 1:06/0.2 (4.g)
(4.8)
Run 15 ~
77.4-77.6ft: FZ/BJ, 25° and 80°, PR-SR, P0-0, C, Ill 5:18 g8%
g6%
78.1ft: BJ, 25°, PS, PO, D, Ill 4:47
~
78.4-78.8ft: J, 45-65°, SR, PO, D, Ill 3:54 81.4ft: BJ, 40°, PR, P0-0, D, Ill 4:46
~
81.4ft: As above, to dusky red (7.5R 3/3) with olive gray (5Y 6/2) mottling to weak red (5R 4/3) mottled with light gray (7.5YR 7/1), grading to light gray and gray (10YR 7/1-6/1) and weak red 718.7 84.4 4:27
-I (10R5/4) 5.0 5:09 (5.0)
(4.7)
Run 16
~
84.gft: BJ, 40°, SR, 0-MO, D, Ill 3:54 100% g4%
86.5ft: BJ, 15°, UR, P0-0, D, II
~
87.4ft: BJ, 20°, SR, PO, D, II 3:12 88.2ft: BJ, 20°, UR, 0-MO, D, II 2:44
~
713.7 8g.4 2:32 5.0 2:39 (5.0)
(4.7)
Run 17
~
go.2,g1.0ft: BJ, 20-25°, PR, PO, D, Ill 2:38 100% g4%
go.3ft: J, 80°, VT, A, I
~
go_gft: J, 60°, PR, T, B, II 2:18 g1.g,g2.6ft: BJ, PR, T, D, Ill 2:16
~
710_0 g2.7-g3.5ft: FZ, 60° and goo, VT, A, I 93_1 2:34 CRYSTALLINE DOLOMITE, fine to medium grained, pale red (10R 6/2) to gray (5YR 6/1),
708.7 g4.4 weak red (7.5R 5/2) with light gray (10R 7/1), weak red (7.5YR 5/2) with gray (10YR 6/1) and 5.0 3:29 (5.0)
(4.g)
Run 18 g Dusky red (10R 3/3), typically with irregular/diffuse mottling, strong to very strong, thinly to 3:24 100% g8%
moderately bedded, locally laminated, slightly weathered to fresh, trace to few very thin to 3:10
~
moderate chert lenses and nodules (reddish brown to dusky red and gray), trace very thin chert cemented quartz sand lenses; healed fractures through-out, trace calcite and dolomite 2:55
~
filled pits, no to weak HCI reaction 3:28 g5.5-g8.5ft: FZ, 75-goo, VT, A, I, spaced at about 0.1' 703.7 gg.4 g6.0ft: BJ, 40-45°, PR, PO, D, Ill 5.0 4:16 (4.g)
(4.6)
Run 19
~
g8.5ft, BJ, 30°, PR-PS, D, Ill 3:15 g8%
g2%
2:50
~
2:51
~
6g8.7 104.4 3:06 1.g 6:13 (1.g)
(1.4)
Run 20 g 100% 74%
105.8-1 06.3ft: Highly weathered, grayish green (5GY 5/2) to greenish gray (5GY 6/1) 6g6.8 106.3 3:44/0.9 696.8 106.3
~
3.1 1:32/0.1 (3.1)
(3.0)
Run 21 CRYSTALLINE DOLOMITE, fine grained, gray to dark gray (5YR 5/1-4/1), reddish gray (10R 5:35 100% g7%
5/1), gray (10YR 6/1), with weak red (10R 4/2), very strong, laminated to thinly bedded, fresh, 4:33 intensely fractured and healed, slightly silicified, few fractures filled with dusky red to greenish 6g3.7 10g.4 3:22
~
gray indurated clay/silt mineralization; trace very thin chert lenses and nodules (reddish brown 5.0 3:49 (5.0)
(4.g)
Run 22
~
to gray), no HCI reaction 3:28 100% g8%
106.6-112.3ft: FZ/BJ, 30-35° and 50-70°, VT, A, I 2:46 g _@0§_---------------------------------- __ 1g.3 2:41 g
CRYSTALLINE DOLOMITE, coarse to fine grained, reddish gray (10R 5/1) to weak red (10R 2:42 4/4) with light greenish gray (10GY 7/1), strong, thinly to thickly bedded, fresh, trace chert 688.7 114.4 nodules (white); no to weak HCI reaction 5.0 2:38 (5.0)
(4.7)
Run 23 g 114.5ft: J, 30° and 45°, SR, P0-0, C, Ill 2:28 100% g4%
g 118.0ft: BJ, 30°, PR, P0-0, D, II 2:27
?*A<;
x Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-587 of 706