ML18003A530
| ML18003A530 | |
| 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: ML18003A530 (5) | |
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: M. Flanik SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: J. Landeros/N. Molinalara Boring Orientation BORING NO.:
MP-115 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-550X (P)
Inclination: Vertical GROUND ELEV.:
796.9 ft (NAVD88) NORTHING:
570,095 US ft (NAD83) EASTING: 2,448,562 US ft (NAD83) Azimuth:
NA TOTAL DEPTH: 99.1 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (I D): 140-lb Auto (337153)
DATE STARTED:
6/23/13 COMPLETED: 6/24/13 I CASING DEPTH: 16.7 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 @ 17.5 ft 779.4 17.5 1.6 6:30 (1.6)
(0.9)
Run 1 =9 1~.4 LIMESTONE (MICRITE), gray (N 6/ to N 5/), strong, very thinly to moderately bedded, 777.8 19.1 2:54/0.6 100% 56%
slightly weathered to fresh, interbedded with few to little, mostly laminated to thin, wavy and 5.0 3:30 (5.0)
(2.9)
Run 2 :
diffuse Calcareous SILTSTONE, very dark gray (N 3/); locally strongly bioturbated with 2:49 100% 58%
vertical and horizontal burrows, trace to few calcite filled pits and burrows and sparry calcite "bird eyes", strong HCI reaction (Benbolt Formation-Unit E) 2:33 17.8,18.1,18.5ft: BJ, 10-25°, PS-US, P0-0, C, III-IV 19.3-19.5ft: FZ, 30-40°, PS-SR, 0, D, IV 3:22 20.0ft: J, 35°, SR, PO, C, Ill 772.8 24.1 5:00 20.4,20.7,20.8,21.7,22.2,22.4,23.4,23.6ft: BJ, 30-35°, PR-PS, T-0, B-D, II-IV 5.0 3:29 (5.0)
(3.1)
Run 3
~
23.1ft: J, 45°, T, A, I (intact) 100% 62%
24.0,24.5,24.7,24.8ft: BJ, 25-30°, PR, P0-0, C, IV 4:30 25.1,25.2,25.4,25.5,27.0,28.0,28.7ft: BJ, 30°, PR, T-O,B-D, III-IV 3:58 25.3,25.6,26.2,26.8,27.4ft: J, 40-60°, PR, T-PO, C, Ill 5:10 767.8 29.1 4:37 5.0 2:50 (5.0)
(4.5)
Run 4
~
29.1ft: As above, becomes fresh 3:30 100% 90%
30.5ft: J, 60-85°, UR, T-PO, C, IV 32.1ft: J, 80°, VT, A, I, healed with calcite 4:30 33.1ft: BJ, 30°, PS, PO, B, Ill 33.6ft: FZ, 30°, PS, T-PO, B, II 4:55 762.8 34.1 4:33 5.0 4:06 (5.0)
(4.9)
Run 5
~
37.3ft: J, 45°, PS, T, B, II 3:57 100% 98%
38.8ft: BJ, 30°, PS, PO, B, Ill 4:29 4:09 757.8 39.1 3:04 5.0 2:54 (5.0)
(5.0)
Run 6 41.9,42.8ft: BJ, 30°, PS, T-PO, B, II 2:35 100% 100%
42.4ft: 5 healed fractures, 75°, VT, A, I, intact with calcite; space <0.1' 2:39 2:47 752.8 44.1 2:53 5.0 3:33 (5.0)
(4.7)
Run 7 48.2,48.4ft: BJ, 30°, PR, T, C, Ill 3:36 100% 94%
48.2ft: J, 60°, PR, T, C, Ill 2:59 3:09 747.8 49.1 2:59 5.0 4:59 (5.0)
(5.0)
Run 8
~
4:07 100% 100%
3:33 3:20 742.8 54.1 3:02 5.0 2:20 (5.0)
(4.7)
Run 9
~
54.3,54.4,55.2,58.6ft: BJ, 25-30°, PS-PR, T-PO, B, II 2:25 100% 94%
2:22 2:30 737.8 59.1 2:45 1.2 2:20 (1.2)
(1.2)
Run 10 736.6 60.3 100% 100%
3.8 0:24/0.2 Run 11
~
60.7ft: BJ, 30°, PS, T, C, II 3:36/0.8 (3.8)
(3.8)
L3-23 3:09 100% 100%
3:33 732.8 64.1 3:31 5.0 3:27 (5.0)
(5.0)
Run 12
~
68.2ft: J, 55°, PR, T-0, B, II 2:39 100% 100%
Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-142 of 706
GEOTECHNICAL CORING LOG a me SHEET 2 OF 2 BECHTEL PROJECT NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 COUNTY: Roane, TN I GEOLOGIST: M. Flanik SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: J. Landeros/N. Molinalara Boring Orientation BORING NO.:
MP-115 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-550X (P)
Inclination: Vertical GROUND ELEV.:
796.9 ft (NAVD88) NORTHING:
570,095 US ft (NAD83) EASTING: 2,448,562 US ft (NAD83) Azimuth:
NA TOTAL DEPTH: 99.1 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (I D): 140-lb Auto (337153)
DATE STARTED:
6/23/13 COMPLETED: 6/24/13 I CASING DEPTH: 16.7 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 2:48
~
LIMESTONE (MICRITE), gray (N 6/ to N 5/), strong, very thinly to moderately bedded, slightly weathered to fresh, interbedded with few to little, mostly laminated to thin, wavy and 2:36 diffuse Calcareous SILTSTONE, very dark gray (N 3/); locally strongly bioturbated with 727.8 69.1 2:12 vertical and horizontal burrows, trace to few calcite filled pits and burrows and sparry calcite 5.0 3:23 (5.0)
(5.0)
Run 13 "bird eyes", strong HCI reaction (Benbolt Formation-Unit E) (contmued) 100% 100%
L3-24 2:40 2:27 71.1ft: As above, little to some Calcareous SILTSTONE interbeds 3:15 3:25
~
-~3,§_---------------------------------- -- "7"}.4 722.8 717.8 712.8 707.8 702.8 697.8 74.1 CALCAREOUS SILTSTONE, greenish black (10Y 2.5/1), weak to medium strong, very thinly 5.0 3:29 (5.0)
(5.0)
Run 14 to moderately bedded, fresh, interbedded with few, laminated to very thin, amorphous 100% 100%
LIMESTONE (MICRITE), dark gray (N 4/); strong HCI reaction 3:04
~
_WQ_ ____________________________________ "7"§.9 3:22 LIMESTONE (MICRITE), dark gray (N 4/), medium strong to strong, laminated to very thinly 3:50 bedded, fresh, interbedded with some, laminated to very thinly bedded Calcareous SILTSTONE, greenish black (10Y 2.5/1); trace calcite filled pits and burrows, strong HCI 79.1 3:27 reaction 5.0 4:27 (5.0)
(4.5)
Run 15 :
83.1ft: BJ, 30°, PR, PO, B, II 3:43 100% 90%
3:24 3:27 84.1 3:21
_71_3,+/-_---------------------------------- -- 13}.5 LIMESTONE (MICRITENVACKESTONE), gray (N 5/) to dark gray (N 4/), medium strong to 5.0 2:48 (5.0)
(4.5)
Run 16 strong, very thinly to moderately bedded, fresh, interbedded with little, laminated to thin, wavy 2:24 100% 90%
to irregular Calcareous SILTSTONE, greenish black (1 OY 2.5/1 ), and few very thin to thin chert 3:31 beds, lenses, and nodules (dark gray to black, with calcite healed tensional fractures orthogonal to bedding); trace calcite and pyrite filled burrows, strong HCI reaction 3:30 83.6,83.7,83.8,83.9ft: SH, 20-25°, PL, T, B, II 3:46 85.2ft: BJ, 25°, PR, T, B, Ill, trace pyrite 89.1 5.0 5:08 (5.0)
(4.2)
Run 17 90.3,93.7ft: BJ, 30°, PS, T, B, II-III 3:35 100% 84%
93.2ft: J, 65°, PR, T, C, Ill 3:24 3:45 94.1 2:33 5.0 3:23 (4.9)
(4.9)
Run 18
~
2:54 98%
98%
3:00 3:00 99.1 2:41 697.8 99.1 Boring and coring terminated at 99.1 feet.
Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-143 of 706
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Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-144 of 706
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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-116 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: K. Lloyd DRILLER: L. Carter/J. Rosser Boring Orientation DRILL MACHINE: CME-750X (P)
Inclination: Vertical GROUND ELEV.:
797.6 ft (NAVD88) NORTHING:
570,202 US ft (NAD83) EASTING: 2,448,560 US ft (NAD83)
Azimuth:
NA TOTAL DEPTH:
100.4 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 (323438)
DATE STARTED: 7/30/13 I COMPLETED: 7/31/131 HOLE DIA.: 4" ELEV.
(ft) 797.6
{~{.t:J 794.1 791.6 789.1 786.4 783.7 781.2 778.7 773.7 768.7 763.7 DEPTH BLOW COUNT BLOWS PER FOOT (ft) 0.5ft 0.5ft 0.5ft 0
20 40 60 Ground Surface u.u 2
4 10 14 3.5 5
4 7
11 6.0 2-1--2-7 8.5 6
5 12 17 11.2 4-1--7-. ~ 14 13.9 5
5 12
'17.
16.4 7-1--6-13 18.9 6
4 5
. ~9.
23.9 4
6 12
- 8.
28.9 44-50/0.4 33.9 50/0.1 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-146 of 706 I CASING DEPTH: 33.5 ft I CORE SIZE:HQ3 I BITS USED: 4" Roller Cone SAMP.
L 80 100 0
SOIL DESCRIPTION AND REMARKS NO.
G 797.6 0.0 SS-1
~
FILL:Sandy LEAN CLAY with Gravel (CL), light yellowish brown (2.5Y 6/4), stiff, moist, moderately plastic fines, little
~
fine to coarse sand, little fine subangular gravel, strong HCI
~
95 1 reaction
- 2&
~---------------------J
ss:2
~
FILL: Gravelly FAT CLAY (CH), light yellowish brown (2.5Y 6/4), stiff, moist, moderately to highly plastic fines, little to some fine to coarse subangular gravel, few fine to coarse sand, strong HCI reaction SS-3
~
6.0ft: As above, to reddish brown (5YR 4/4), medium stiff, trace fine to coarse sand I-
~
~
8.5ft: As above, to yellowish brown (10YR 5/4), very stiff, moist to wet
ss:s
~
11.2ft: As above, to light yellowish brown (2.5Y 6/4 ), stiff,
~6 m~~
1~1:_ co~~
_:_a~ ______________
13Q
~
FILL: WELL GRADED GRAVEL (GW), gray (2.5Y 6/1) and dark reddish gray (2.5YR 3/1 ), medium dense, moist, fine to coarse subangular gravel, strong HCI reaction
~
~~----------------------16Q
ss:7 FILL: Sandy FAT CLAY with Gravel (CH), light olive brown
~
(2.5Y 5/4), reddish brown (5YR 4/3), and strong brown t-(7.5YR 5/6), stiff, moist, moderately to highly plastic fines,
~
little coarse sand, little coarse gravel, strong HCI reaction SS-8 18.9ft: As above, to brownish yellow (10YR 6/6), little fine to coarse subangular gravel, no sand w~---------------------2 1 Q RESIDUAL SOIL: FAT CLAY (CH), olive gray (5YR 4/2),
very stiff, moist, highly plastic fines, trace fine to medium
~
I-sand, strong HCI reaction SS-9
~
~
~~---------------------28Q WEATHERED ROCK: LIMESTONE, sampled as Gravelly SS-10 FAT CLAY (CH), light olive brown (2.5Y 5/3) and gray (N 5/),
. 5010, hard, moist, moderately plastic fines, some fine to coarse
~
gravel, little fine to coarse sand, strong HCI reaction
~
~~---------------------222
~
LIMESTONE, no recovery, hard drilling
~~
~
~
Soil drilling halted. Log continues on geotechnical coring log Observed water levels:
12.3 ft bgs, AM 7/31113 I-I-
1-