ML18003A525
| ML18003A525 | |
| 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: ML18003A525 (8) | |
Text
a me GEOTECHNICAL CORING LOG Prepared By: MBL Date: 3/5/14 Checked By: JCM Date: 3/5/14 SHEET 1 OF 4 BECHTEL PROJECT NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 COUNTY: Roane, TN I GEOLOGIST: N. Smith SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: G. Bilbrey/J. Walker Boring Orientation BORING NO.:
MP-113 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-75 (TSD)
Inclination:
28° GROUND ELEV.:
797.5 ft (NAVD88) NORTHING:
570,185 US ft (NAD83) EASTING: 2,448,487 US ft (NAD83) Azimuth:
N37°W TOTAL DEPTH:
178.0 ft SAMPLE METHODS: ASTM D 2488-09a; 2113-08; 6032-08 I HAMMER (ID): NA-Sampler pushed DATE STARTED:
6/23/13 COMPLETED: 6/27113 I CASING DEPTH: 26.3 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 @ 26.3 ft 26.3 1.7 6:27 (O.g)
(0.0)
Run 1
~
LIMESTONE (MICRITE), dark bluish gray (108 4/1), weak to strong, laminated to very 28.0 2:32/0.7 53%
0%
thinly bedded, moderately to slightly weathered, interbedded with trace to few, laminated to 5.0 8:54 (3.2)
(0.0)
Run 2
~
very thin Calcareous SILTSTONE, bluish black (108 2.5/1), mostly wispy/wavy to irregular 64%
0%
and diffuse bedding; strong HCI reaction (8enbolt Formation-Unit E) 11:00 26.3-26.6,26.g-27.2ft: FZ, 0-10°, PR, T-0, D, V 9:45 26.6-26.8ft: J, 80-goo, PR, T-PO, C, Ill 10:41 28.2-28.4,28.7-28.8,2g_1-2g_g,30.2-31.1ft: FZ, 0-10°, PR, T-0, C-D, II-IV 28.5,30.1ft: 8J, 10°, PR-PS, T-PO, 8, Ill 33.0 8:53 2g.1,30.3ft: J, goo LO..
33.0 5.0 15:50 (4.2)
(1.2)
Run 3
~
10:50 84%
24%
9:32 10:52 6:28 38.0 5.0 3:22 (4.3)
(1.3)
Run 4
~
5:43 86%
26%
9:56 7:02 43.0 8:14 5.0 6:38 (4.6)
(2.8)
Run 5 g2%
56%
10:33 8:01 5:45 6:20 48.0
~
5.0 4:24 (5.0)
(2.g)
Run 6 2:21 100% 58%
3:30 3:24 L2-5 4:12 53.0 5.0 7:15 (5.0)
(3.8)
Run 7
~
6:39 100% 76%
4:17 3:53 58.0 4:23 5.0 4:33 (5.0)
(3.5)
Run 8
~
3:40 100% 70%
3:45 L2-6 4:37 63.0 5:33 5.0 5:16 (5.0)
(4.4)
Run 9
~
4:04 100% 88%
4:06 3:03 68.0 4:34 5.0 2:43 (5.0)
(4.g)
Run 10 :
2:27 100% gs%
3:10 2:40 73.0 3:17 5.0 4:02 (5.0)
(4.8)
Run 11
~
3:15 100% g6%
Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-126 of 706 LIMESTONE (MICRITE) with few (WACKESTONE), bluish gray (5P8 5/1) to dark bluish gray (108 4/1), medium strong to strong, laminated to thinly bedded, slightly weathered to fresh, interbedded with little to some, laminated to very thin Calcareous SILTSTONE, bluish black (108 2.5/1), mostly wispy/wavy to irregular and diffuse bedding; slight bioturbation, trace fossils, trace calcite filled pits, strong HCI reaction 33.0-33.8,34.3-34.5,34.g-35.7ft: FZ, 0-10°, PR, T-PO, 8,11-111 33.g,36.0ft: 8J, 0-10°, PS-PR, T-PO, 8,11-111 35.2,35.7ft: J, 80° 3g.4,40.6ft: 8J, 0-10°, PS-PR, T-PO, 8, II 3g_7-40.4,40.7-41.8ft: FZ, 0-10°, PR-PS, T-0, 8,11-111 40.7ft: SH, 30°, PL, P0-0, C, Ill, with calcite and pyrite 43.0 CALCAREOUS SILTSTONE, very dark gray (N 3/, 5Y 3/1 ), weak, laminated to very thinly and moderately bedded, slightly weathered to fresh, interbedded with trace, very thin LIMESTONE (MICRITE/WACKESTONE), planar to irregular and diffuse bedding; strong HCI reaction 43.0-44.1,45.0-45.4ft: FZ, 0-10°, PR-PS, P0-0, 8, II 46.2,46.3ft: SH, 20°, PL, PO, C, II-III, with calcite 48.0 LIMESTONE (MICRITE/WACKESTONE), gray to dark gray (N 6/ and N 5/ toN 4/) and bluish gray (5P8 5/1) to dark bluish gray (108 4/1), weak to strong, laminated to thinly and moderately bedded, locally nodular, fresh, fossiliferous, interbedded with little to some, laminated to thin Calcareous SILTSTONE, very dark gray (N 3/) to bluish black (108 2.5/1),
wispy/wavy and irregular to diffuse bedding; slight bioturbation-locally with coarse horizontal and vertical carbonate filled burrows, trace calcite filled pits and vugs (separate/non-touching),
strong HCI reaction 50.0,50.2,50.4,50.5,50.7,50.8,50.g,52.1,52.2,52.5,52.7ft: 8J, 0-10°, PR-PS, VT-PO, 8-C, II-III 51.1,51.7ft: SH, 20°, PL, T-PO, 8, Ill, with trace calcite 53.0-53.2,53.8-54.0ft: FZ, 0-10°, PR-SR, T-PO, 8-C,11-111 54.2,54.3,54.4,55.1,55.2,55.7,55.8,56.8ft: 8J, 0-10°, PR-PS, VT-PO, 8-C,11-111 55.0,55.6ft: J, goo, SR-PR, T, 8, II 58.1,58.6,61.g,62.1,62.4,62.5,62.6ft: 8J, 0-10°, VT-PO, 8-C, II 63.4,64.gft: 8J, 0-10°, PR-PS, T-PO, 8-C, II 64.3ft: J, 40°, UL, T, 8, II 6g_g,70.0ft: 8J, 0-10°, PR-PS, T-PO, 8, II 73.2,73.8,75.7,76.2ft: 8J, 0-10°, PR-PS, T-PO, 8, II
GEOTECHNICAL CORING LOG a me SHEET 2 OF 4 BECHTEL PROJECT NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 COUNTY: Roane, TN I GEOLOGIST: N. Smith SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: G. Bilbrey/J. Walker Boring Orientation BORING NO.:
MP-113 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-75 (TSD)
Inclination:
28° GROUND ELEV.:
797.5 ft (NAVD88) NORTHING:
570,185 US ft (NAD83) EASTING: 2,448,487 US ft (NAD83) Azimuth:
N37°W TOTAL DEPTH:
178.0 ft SAMPLE METHODS: ASTM D 2488-09a; 2113-08; 6032-08 I HAMMER (ID): NA-Sampler pushed DATE STARTED:
6/23/13 COMPLETED: 6/27113 ELEV.
(ft)
DRILL RUN L
DEPTH RUN RATE REC.
ROD SAMP.
0 (ft)
(ft)
(Min/ft)
(It)
(It)
NO.
G 3:46
~
3:54 78.0 4:03 5.0 3:04 (5.0)
(4.7)
Run 12 100% 94%
L2-7 2:43 2:51 2:39 83.0 3:28 5.0 2:57 (5.0)
(5.0)
Run 13
~
2:54 100% 100%
2:27 2:45 88.0 2:36 5.0 4:27 (5.0)
(4.4)
Run 14
~
2:22 100% 88%
3:44 3:56 93.0 4:50 5.0 3:28 (5.0)
(4.1)
Run 15
~
2:53 100% 82%
3:15 3:40 98.0 4:09 5.0 3:31 (5.0)
(5.0)
Run 16
~
2:28 100% 100%
2:16 2:42 103.0 2:21 5.0 3:33 (5.0)
(5.0)
Run 17
~
2:46 100% 100%
3:20 4:02 108.0 6:12 5.0 3:12 (5.0)
(4.7)
Run 18 ;
3:01 100% 94%
3:43 3:11 113.0 3:13 5.0 2:29 (5.0)
(5.0)
Run 19 3:20 100% 100%
2:20 3:11 118.0 3:13 5.0 2:45 (5.0)
(5.0)
Run 20
~
2:04 100% 100%
2:51 2:28 123.0 2:40 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-127 of 706 I CASING DEPTH: 26.3 ft CORE BARREL TYPE: HQ3/Diamond Impregnated core bits ROCK DESCRIPTION AND REMARKS Continued from previous page LIMESTONE (MICRITE/WACKESTONE), gray to dark gray (N 6/ and N 5/ toN 4/) and bluish gray (5P8 5/1) to dark bluish gray (108 4/1), weak to strong, laminated to thinly and moderately bedded, locally nodular, fresh, fossiliferous, interbedded with little to some, laminated to thin Calcareous SILTSTONE, very dark gray (N 3/) to bluish black (108 2.5/1),
wispy/wavy and irregular to diffuse bedding; slight bioturbation-locally with coarse horizontal and vertical carbonate filled burrows, trace calcite filled pits and vugs (separate/non-touching),
strong HCI reaction (continued) 79.2,79.3,80.1,80.6,80.7,82.5ft: 8J, 0-10°, PR-PS, T-PO, 8, II 85.4ft: 8J, 0°, PS, T, 8, II 86.2ft: SH, 0°, PL, T, 8, II, with calcite 90.2ft: SH, 0°, PL, T, 8-C, II, with trace calcite 90.4,90.5,91.3,91.4,91.6,92.2ft: 8J, 0-10°, PR-PS, T-PO, 8, II 93.2,96.7,96.8,97.4,97.6,97.7,97.8ft: 8J, 0-10°, PR-PS, 8, II 102.4ft: J, 80°, VT-T, A, II, with trace calcite 104.3-104.9,105.0-105.8ft: J, 80°, UR, T, 8-C, II, with trace calcite 106.2,106.6ft: 8J, 0-10°, PR-PS, T-PO, 8, II 108.2,108.3,110.3,110.4ft: 8J, 0-10°, PR-PS, T-PO, 8, II 114.0ft: 8J, 0-10°, PR-PS, T-PO, 8, II
GEOTECHNICAL CORING LOG a me SHEET 3 OF 4 BECHTEL PROJECT NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 COUNTY: Roane, TN I GEOLOGIST: N. Smith SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: G. Bilbrey/J. Walker Boring Orientation BORING NO.:
MP-113 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-75 (TSD)
Inclination:
28° GROUND ELEV.:
797.5 ft (NAVD88) NORTHING:
570,185 US ft (NAD83) EASTING: 2,448,487 US ft (NAD83) Azimuth:
N37°W TOTAL DEPTH:
178.0 ft SAMPLE METHODS: ASTM D 2488-09a; 2113-08; 6032-08 I HAMMER (ID): NA-Sampler pushed DATE STARTED:
6/23/13 COMPLETED: 6/27113 I CASING DEPTH: 26.3 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 (5.0)
(5.0)
~
LIMESTONE (MICRITE/WACKESTONE), gray to dark gray (N 6/ and N 5/ toN 4/) and bluish 2:09 100% 100%
gray (5P8 5/1) to dark bluish gray (108 4/1), weak to strong, laminated to thinly and 2:30 moderately bedded, locally nodular, fresh, fossiliferous, interbedded with little to some, 2:40 laminated to thin Calcareous SILTSTONE, very dark gray (N 3/) to bluish black (108 2.5/1),
wispy/wavy and irregular to diffuse bedding; slight bioturbation-locally with coarse horizontal 128.0 2:28 and vertical carbonate filled burrows, trace calcite filled pits and vugs (separate/non-touching),
5.0 2:31 (5.0)
(5.0)
Run 22
~
strong HCI reaction (contmued) 2:40 100% 100%
2:27 2:38
~~B 2:54 CALCAREOUS SILTSTONE, very dark gray (N 3/), weak, laminated to very thinly bedded with 133.0 thickly bedded appearance, fresh, interbedded with few to little, laminated to very thin 5.0 2:55 (5.0)
(5.0)
Run 23 LIMESTONE (MICRITE), gray (N 6/), mostly planar to amorphous and diffuse; slight 100% 100%
bioturbation, trace calcite filled pits and burrows, strong HCI reaction 2:40 2:42
~~
2:29
~
LIMESTONE (WACKESTONE/MICRITE), gray (N 6/) to dark gray (N 4/), strong, very thinly to 138.0 2:48 moderately bedded, fresh, fossiliferous, interbedded with little, laminated to thin Calcareous SILTSTONE, very dark gray (N 3/), slightly wavy/irregular bedding; moderate bioturbation, 5.0 2:55 (5.0)
(5.0)
Run 24
~
trace calcite filled pits and vugs (separate/non-touching), strong HCI reaction 2:41 100% 100%
139.8ft: SH, 20°, SL, T, 8-C, II, with trace calcite 2:40 141.1-141.9ft: J, 80-90°, SR, C, II, partially healed with calcite 2:10 143.0 2:37 143.0 5.0 3:02 (5.0)
(5.0)
Run 25 CALCAREOUS SILTSTONE, very dark gray (N 3/), weak to medium strong and strong, 100% 100%
laminated to very thinly bedded, locally with thickly bedded appearance, fresh, interbedded 2:41 with little to some, laminated to thin LIMESTONE (MICRITE/WACKESTONE), gray (N 6/) to 2:45 dark gray (N 4/), planar to amorphous/diffuse and irregular to slightly nodular bedding, trace 2:37 fossils; slight bioturbation, trace calcite filled pits and burrows, strong HCI reaction 143.3ft: SH, 0-10°, PL, T, 8-C, II, with trace calcite 2:43 148.0 5.0 2:43 (5.0)
(5.0)
Run 26 100% 100%
2:51 2:29 2:52 3:05 153.0 5.0 2:41 (5.0)
(5.0)
Run 27 155.1ft: SH, 0-10°, PL, T-, 8-C, II, with trace calcite 100% 100%
2:35 3:12 2:37 2:54 158.0 5.0 2:43 (5.0)
(5.0)
Run 28 100% 100%
2:33 2:32 2:27 2:39 163.0 5.0 3:11 (5.0)
(5.0)
Run 29 100% 100%
2:38
~~
2:45 LIMESTONE (WACKESTONE/MICRITE), gray (N 6/) to dark gray (N 4/), strong, laminated to 2:46 thinly bedded, fresh, fossiliferous, interbedded with little to some, laminated to very thin Calcareous SILTSTONE, very dark gray (N 3/), wispy/wavy to irregular and diffuse bedding; 168.0 3:24 slight bioturbation, trace pyrite along bedding, trace calcite filled pits/burrows and vugs 5.0 4:08 (5.0)
(5.0)
Run 30 (separate/non-touching), strong HCI reaction 2:45 100% 100%
2:44 2:33 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-128 of 706
GEOTECHNICAL CORING LOG a me SHEET 4 OF 4 BECHTEL PROJECT NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 COUNTY: Roane, TN I GEOLOGIST: N. Smith SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: G. Bilbrey/J. Walker Boring Orientation BORING NO.:
MP-113 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-75 (TSD)
Inclination:
28° GROUND ELEV.:
797.5 ft (NAVD88) NORTHING:
570,185 US ft (NAD83) EASTING: 2,448,487 US ft (NAD83) Azimuth:
N37°W TOTAL DEPTH:
178.0 ft SAMPLE METHODS: ASTM D 2488-09a; 2113-08; 6032-08 I HAMMER (ID): NA-Sampler pushed DATE STARTED:
6/23/13 COMPLETED: 6/27113 ELEV.
(ft)
DRILL RUN L
DEPTH RUN RATE REC.
ROD SAMP.
0 (ft)
(ft)
(Min/ft)
(It)
(It)
NO.
G 173.0 3:03
~
5.0 2:01 (4.5)
(4.5)
Run 31
~
2:03 90%
90%
2:28 2:56 178.0 3:00 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-129 of 706 I CASING DEPTH: 26.3 ft CORE BARREL TYPE: HQ3/Diamond Impregnated core bits ROCK DESCRIPTION AND REMARKS Continued from previous page LIMESTONE (WACKESTONE/MICRITE), gray (N 6/) to dark gray (N 4/), strong, laminated to thinly bedded, fresh, fossiliferous, interbedded with little to some, laminated to very thin Calcareous SILTSTONE, very dark gray (N 3/), wispy/wavy to irregular and diffuse bedding; slight bioturbation, trace pyrite along bedding, trace calcite filled pits/burrows and vugs (separate/non-touching), strong HCI reaction (continued)
RUN 31: 0.5' Core left in hole at termination of boring/coring Boring and coring terminated at 178.0 feet.
178.0
11MEC PROJECT 1146/J 131072 ijUJ?JNG MP-113 ao;c_l_
DEPTH~L__Ifii TO }8.0 1111 CliNCH RIVER SMR PROJECT AMEC PIWJECT f14oo 131072 fJOifrNa MP*/13 llOJ~
0[1'1H 38. 0 (fiJTi) S3. 0 _jlr AMEC PROJECT 646813 1072 BORING MP-113 130;(_3
- 'JEI'TH~ _(tr)rO M3.0 fll)
Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-130 of 706 11 : 73.o'- 1-9.o*
_ __::_~__-_ _ __:_
12: 1s.o* -_ S3._o*
CLINCH RIVER SMR PROJECT
.AMfC PI~OJEC T i<lblJ 13 1072 f!OrliHf.
MP-113 aox_5 _
DEPTH 83.0 (#1)1\\J ~
111 Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-131 of706
AIIEC PROJECT ft468 13 1072 IJORtHG I'!P-113 OOll_'l_
DEPTH
/'fJ.O (I!)TO 158.0 (fl)
MP-113-Box 11 Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-132 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-114 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: R. Clark DRILLER: S. Snow/D. King Boring Orientation DRILL MACHINE: CME-55 (TSD)
Inclination: Vertical GROUND ELEV.:
797.2 ft (NAVD88) NORTHING:
570,053 US ft (NAD83) EASTING: 2,448,465 US ft (NAD83)
Azimuth:
NA TOTAL DEPTH:
175.2 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 (373705)
DATE STARTED: 7/30/13 I COMPLETED: 8/3/13 I HOLE DIA.: 4" I CASING DEPTH: 12.4 ft I CORE SIZE:HQ3 I BITS USED: 4" Roller Cone ELEV.
(ft) 797.2
{~{.L.
794.7 792.0 789.6 787.0 785.4 DEPTH BLOW COUNT BLOWS PER FOOT (ft) 0.5ft 0.5ft 0.5ft 0
20 40 60 80 100 Ground Surface u.u 5
2 3
5*
2.5 2
2 5
7 5.2 3
5 7
7.6
. ~
..*...*...*... ************************** :~'*
14 50/0.1 10.2 3
4 16 11.8 50/0.1 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-133 of 706 SAMP.
L 0
SOIL DESCRIPTION AND REMARKS NO.
G 797.2 0.0 SS-1 I FILL: Sandy FAT CLAY with Gravel (CH), brown (7.5YR 5/4),
medium stiff, moist, high plasticity fines, some fine to coarse tb9~ sand, little to some fine to coarse angular gravel, some ~2Q
ss:2 1-
.9~a.!:!!_c~r~~ ~~g_!:l~ ~a~i~ _________ 1 RESIDUAL SOIL: FAT CLAY with Sand (CH), brownish t 92_7 yellow (10YR 6/6), medium stiff, moist, high plasticity fines, 4_5 r--*1 few fine angular gravel, few fine to coarse sand, weak HCIJ -
~
SS-3
~
1~a~i~ __________________ _j RESIDUAL SOIL: FAT CLAY with Gravel (CH), brownish 1-yellow (10YR 6/6) with dark gray (10YR 4/1), stiff to hard,
~
moist, high plasticity fines, little fine to coarse angular gravel
~
and sand, weak HCI reaction; lenses of WEATHERED J-8~R_2~:_!:.1~E~~~ ______________ J__9Q
ss:s RESIDUAL SOIL: FAT CLAY (CH), yellowish brown (10YR 5/6), very stiff to hard, moist, high plasticity fines, trace to few 785_3 angular gravel, strong HCI reaction 11.9
~
1-Soil drilling halted. Log continues on geotechnical coring log Observed water levels:
Dry at 11.7 ft bgs, AM 7/31113 20.1 ft bgs, AM 8/2/13 15.3 ft bgs, AM 8/3/13 1-1-
1-1-
1-1-
1-