ML18003A518
| ML18003A518 | |
| 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: ML18003A518 (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: M. Flanik SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: J. Landeros/N. Molinalara Boring Orientation BORING NO.:
MP-109 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-550X (P)
Inclination: Vertical GROUND ELEV.:
799.9 ft (NAVD88) NORTHING:
570,145 US ft (NAD83) EASTING: 2,448,296 US ft (NAD83) Azimuth:
NA TOTAL DEPTH:
174.0 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (ID): 140-lb Auto (337153)
DATE STARTED:
8/1/13 COMPLETED: 8/3/13 I CASING DEPTH: 6.3 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 @ 6.4 ft 793.5 6.4 2.6 3:44 (1.8)
(0.7)
Run 1
~
I~.J.O LIMESTONE (MICRITE/WACKESTONE), bluish gray (108 6/1), weak to medium strong, 3:53 69%
27%
very thinly to moderately bedded, highly to moderately weathered, fossiliferous, interbedded 790.9 9.0 with little laminated to thin Calcareous SILTSTONE, very dark gray (N 3/), wavy/wispy to 3:13/0.6 irregular and diffuse bedding; strong HCI reaction (Benbolt Formation-Unit E) 5.0 6:40 (1.5)
(0.0)
Run 2
~
6.6ft: BJ, 30°, UR, PO, B, Ill 30%
0%
4:45 7.3-7.5ft: FZ, 30°, PR, P0-0, G, IV 7:28 7.7-9.0ft: FZ, 5-90°, SS-PS, W-PO, C, V 9.0-14.0ft: FZ, 5-55°, PS-SR, W-PO, B-H, Ill 5:18 785.9 14.0 5:19 5.0 6:20 (3.9)
(1.9)
Run 3 14.0-16.3ft: FZ, 30-55°, PS-SR, 0, F, V 78%
38%
10:19 0.4 7:44
~
_"@.3,§_---------------------------------- __ 1_6.3 780.9 775.9 770.9 765.9 760.9 755.9 750.9 745.9 LIMESTONE (MICRITE/WACKESTONE), bluish gray (58 5/1) to gray (N 5/), medium strong 3:47 to strong, very thinly to moderately bedded and locally nodular, slightly weathered to fresh, 2:19 fossiliferous, interbedded with little to some laminated to thin Calcareous SILTSTONE, very 19.0 dark gray (N 3/), wavy/wispy to irregular and diffuse bedding; slight bioturbation, locally with 5.0 4:06 (5.0)
(3.8)
Run 4 coarse horizontal and vertical burrows, trace calcite filled pits and burrows, strong HCI reaction 1:50 100% 76%
~
16.5ft: J, 60°, PR, 0, B, Ill. with calcite 2:03 2:07 24.0 2:28 5.0 6:19 (5.0)
(4.0)
Run 5
~
2:55 100% 80%
2:10 2:17 29.0 2:03 5.0 2:47 (5.0)
(5.0)
Run 6
~
100% 100%
2:15 2:18 2:17 34.0 1:55 5.0 3:15 (5.0)
(5.0)
Run 7
~
100% 100%
2:02 2:09 2:04 39.0 1:53 5.0 4:02 (5.0)
(5.0)
Run 8
~
2:21 100% 100%
2:30 2:16 44.0 2:31 5.0 4:15 (5.0)
(4.8)
Run 9
~
100% 96%
3:40 2:05 1:55 49.0 1:59 5.0 3:09 (5.0)
(5.0)
Run 10
~
100% 100%
2:02 2:18 2:00 54.0 2:05 5.0 3:56 (5.0)
(4.3)
Run 11 ~
Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-93 of 706 17.1ft: BJ, 30°, PS, PO, C, Ill 18.5-19.0ft: FZ, SR, 30°, B-C, Ill 19.0-19.3ft: FZ, 30°, PS-SS, PO, C, IV 19.4,22.0,22.6,22.8,23.0,23.1,23.5,23.6ft: BJ, 30°, PS-US, T-PO, B,11-111 23.7ft: J, 60°, SR, T, B, II 24.0-24.6ft: FZ, 30-55°, PS-SS, P0-0, B, II 25.8ft: BJ, 30°, US, PO, C, Ill 27.8ft: J, 50°, PR, T, B, II 27.9ft: BJ, 30°, PR, T-PO, B, II 36.7ft: BJ, 30°, US, PO, B, Ill 44.7,44.8,45.2,46.3,48.3,48.4ft: BJ, 30°, PS-US, T, B, II 45.2ft: J, 55°, PR, T, B, 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: M. Flanik SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: J. Landeros/N. Molinalara Boring Orientation BORING NO.:
MP-109 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-550X (P)
Inclination: Vertical GROUND ELEV.:
799.9 ft (NAVD88) NORTHING:
570,145 US ft (NAD83) EASTING: 2,448,296 US ft (NAD83) Azimuth:
NA TOTAL DEPTH:
174.0 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (ID): 140-lb Auto (337153)
DATE STARTED:
8/1/13 COMPLETED: 8/3/13 I CASING DEPTH: 6.3 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 1:59 100% 86%
LIMESTONE (MICRITE/WACKESTONE), bluish gray (58 5/1) to gray (N 5/), medium strong 1:51 to strong, very thinly to moderately bedded and locally nodular, slightly weathered to fresh, fossiliferous, interbedded with little to some laminated to thin Calcareous SILTSTONE, very 2:00 dark gray (N 3/), wavy/wispy to irregular and diffuse bedding; slight bioturbation, locally with 740.9 59.0 3:39 coarse horizontal and vertical burrows, trace calcite filled pits and burrows, strong HCI reaction (continued) 5.0 3:40 (5.0)
(5.0)
Run 12 54.8,56.1ft: J, 45°, PR, T, B, II, with trace calcite 100% 100%
57.7,58.4,58.7ft: BJ, 30°, PS-US, PO, B-C, Ill 2:35 2:57 57.8ft: J, 45°, PR, VT, A, I, with calcite 58.3ft: J, 60°, PR, T-PO, B, II, with calcite 2:34 58.4-59.0ft: FZ, 5-45°, PS-SS, B, Ill, possible mechanical breaks, trace calcite 735.9 64.0 2:38 5.0 7:19 (5.0)
(5.0)
Run 13 64.5ft: SH, 30°, PL, VT, A, I 100% 100%
67.9ft: J, 45°, SR, T-PO, B-C, Ill 3:46 3:01 2:47 730.9 69.0 2:41 5.0 2:45 (5.0)
(5.0)
Run 14 72.9ft: J, 60°, SR, T-PO, B, II 1:55 100% 100%
1:53 1:58 725.9 74.0 1:50 5.0 3:49 (5.0)
(5.0)
Run 15 78.1ft: J, 60°, SR, T, B, Ill 100% 100%
2:08 2:07 2:14 720.9 79.0 2:14 5.0 3:16 (5.0)
(5.0)
Run 16 100% 100%
2:08 2:08 3:26 715.9 84.0 4:06 5.0 3:37 (5.0)
(5.0)
Run 17 t 1:56 100% 100%
1:55 1:50 710.9 89.0 1:40 L3-16 5.0 3:47 (5.0)
(5.0)
Run 18 100% 100%
1:45 1:54 1:49 705.9 94.0 1:49 5.0 2:49 (5.0)
(5.0)
Run 19 97.2ft: J, 45°, PR, T-PO, C, II, with trace calcite 100% 100%
No circulation coring Run 19. Circulation returned at end of run.
1:57 1:59 1:47 700.9 99.0 1:45 5.0 4:13 (5.0)
(5.0)
Run 20 §2 No circulation coring Run 20. Circulation returned at end of run.
2:10 100% 100%
=@.9&_---------------------------------- __ 1QQ.3 CALCAREOUS SILTSTONE, very dark greenish gray (10Y 3/1), medium strong to strong, 2:05 laminated to thinly bedded, fresh, interbedded with little to some laminated to thin LIMESTONE (MICRITE/WACKESTONE), gray (N 5/), amorphous and diffuse/irregular to 2:04 planar bedding; few fossils, slight bioturbation, strong HCI reaction 1:53 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-94 of 706
GEOTECHNICAL CORING LOG a me SHEET 3 OF 4 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-109 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-550X (P)
Inclination: Vertical GROUND ELEV.:
799.9 ft (NAVD88) NORTHING:
570,145 US ft (NAD83) EASTING: 2,448,296 US ft (NAD83) Azimuth:
NA TOTAL DEPTH:
174.0 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (ID): 140-lb Auto (337153)
DATE STARTED:
8/1/13 COMPLETED: 8/3/13 I CASING DEPTH: 6.3 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 695.9.
104.
5.0 9:31 (5.0)
(4.7)
Run 21 CALCAREOUS SILTSTONE, very dark greenish gray (10Y 3/1), medium strong to strong, 100% 94%
laminated to thinly bedded, fresh, interbedded with little to some laminated to thin 3:08 LIMESTONE (MICRITE/WACKESTONE), gray (N 5/), amorphous and diffuse/irregular to planar bedding; few fossils, slight bioturbation, strong HCI reaction (continued) 2:24 106.6ft: 8J, 30°, PS, T, 8, II 2:08 No circulation coring Run 21. Circulation retuned at end of run.
-~1,+/-_---------------------------------- __ 1~.5 690.9 109.0 2:00
~
5.0 3:13 (5.0)
(5.0)
Run 22 LIMESTONE (MICRITE/WACKESTONE), bluish gray (58 6/1), medium strong to strong, very thinly to thinly bedded, fresh, fossiliferous, interbedded with little laminated to very thin 2:08 100% 100%
Calcareous SILTSTONE, very dark gray (N 3/), mostly irregular, wavy and diffuse bedding; 2:06 slight bioturbation, trace to few calcite filled pits and burrows, strong HCI reaction 2:08 685.9 114.0 1:56 5.0 2:58 (4.8)
(4.8)
Run 23
~
2:54 96%
96%
-684.4 115.5 CALCAREOUS SILTSTONE, very dark greenish gray (10GY 3/1 ), medium strong to strong, 2:39 laminated to thinly bedded, locally with moderately bedded appearance, fresh, interbedded with few to little, locally to some, laminated to thin LIMESTONE (MICRITE/WACKESTONE),
2:42 gray (N 5/), fossiliferous, amorphous and diffuse to irregular and nodular bedding; slight 3:45 680.9 119.0 bioturbation, trace calcite filled pits, strong HCI reaction 5.0 2:50 (5.0)
(5.0)
Run 24 100% 100%
2:19 2:28 2:17 2:14 675.9 124.0 5.0 5:14 (5.0)
(4.9)
Run 25 126.5ft: J, 60°, PR, T, 8, II, with calcite 100% 98%
126.6ft: 8J, 30°, PS, 0, C, Ill 3:14 3;10 5:29 2:22 670.9 129.0 5.0 3:46 (4.9)
(4.9)
Run 26 98%
98%
2:12 2:28 2:26 2:08 665.9 134.0 5.0 10:18 (5.0)
(5.0)
Run 27 No circulation coring Run 27. Circulation retuned at end of run.
100% 100%
4:17 3:56 3:55 3:43 660.9 139.0 5.0 4:37 (5.0)
(5.0)
Run 28 143.3ft: J, 65°, SR-UR, T, 8, II, with calcite 100% 100%
No circulation coring Run 28. Circulation retuned at end of run.
4:20
~ ~82._---------------------------------- __ 1+/-_1.0 2:35
~
LIMESTONE (MICRITE/WACKESTONE), bluish gray (58 6/1), medium strong to strong, very 2:24 thinly to thinly bedded, fresh, fossiliferous, interbedded with little to some laminated to very thin Calcareous SILTSTONE, very dark gray (N 3/), mostly irregular, wavy/wispy and diffuse 655.9 144.0 1:55 bedding; slight bioturbation, trace to few calcite filled pits and burrows, strong HCI reaction 5.0 7:08 (4.6)
(4.2)
Run 29 92%
84%
144.4-144.8ft: FZ, 0.4' Core loss 3:44 144.4,144.8,144.9,145.0,145.2,145.3ft: 8J, 30°, PS-US, T-PO, 8-C, II 1:58 2:12 650.9 149.0 2:09 5.0 3:33 (5.0)
(5.0)
Run 30
~
1:58 100% 100%
1:57 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-95 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: M. Flanik SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: J. Landeros/N. Molinalara Boring Orientation BORING NO.:
MP-109 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-550X (P)
Inclination: Vertical GROUND ELEV.:
799.9 ft (NAVD88) NORTHING:
570,145 US ft (NAD83) EASTING: 2,448,296 US ft (NAD83) Azimuth:
NA TOTAL DEPTH:
174.0 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (ID): 140-lb Auto (337153)
DATE STARTED:
8/1/13 COMPLETED: 8/3/13 I CASING DEPTH: 6.3 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 2:13 L3-18
~
LIMESTONE (MICRITE/WACKESTONE), bluish gray (58 6/1), medium strong to strong, very 645.9 154.0 2:12 thinly to thinly bedded, fresh, fossiliferous, interbedded with little to some laminated to very thin 5.0 3:51 (5.0)
(5.0)
Run 31
~
Calcareous SILTSTONE, very dark gray (N 3/), mostly irregular, wavy/wispy and diffuse 100% 100%
bedding; slight bioturbation, trace to few calcite filled pits and burrows, strong HCI reaction 2:11 (continued) 1:51 No circulation coring Run 31. Circulation retuned at end of run.
155.5ft: BJ, 30°, PR, T, B, II 1:49 157.0ft: BJ, 30°, UR, T, B, II 640.9 159.0 1:36 157.9-159.0ft: FZ, 80-90°, SR, VT, A, I, with calcite 159.1,160.3,160.7ft: BJ, 30°, PS-US, T, B, II 5.0 2:37 (5.0)
(4.9)
Run 32 156.3-160.7ft: As above, to moderately bedded, with trace to few mostly laminated, 100% 98%
1:58 639.2 discontinuous Calcareous SILTSTONE partings 160.7 2:02 LIMESTONE (GRAINSTONE), gray (N 6/), strong, moderately to very thinly bedded, fresh, fossiliferous, with trace to few laminated to very thin and diffuse Calcareous SILTSTONE 1:58 6}_7l._,p~rtirl_g~ ~~g_l:ic::l rEl_a_0i~ ~<><:k<le_l! ~r_llla!iOil*lJni!_ ~ ____________.r-1~.6 635.9 630.9 625.9 164.0 1:50 LIMESTONE (MICRITE/WACKESTONE), light gray to gray (N 7/, N 6/-N 5/) and bluish gray (5PB 5/1 ), strong, very thinly to moderately bedded and nodular, locally laminated, fresh, 5.0 3:06 (5.0)
(5.0)
Run 33 fossiliferous, interbedded with few to little laminated to very thin Calcareous SILTSTONE, very 100% 100%
2:21 2:45 2:19 169.0 2:33 5.0 3:10 (4.9)
(4.8)
Run 34
~
2:35 98%
96%
3:47 3:51 174.0 3:12 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-96 of 706 dark gray to black (N 3/-N 2.5/), mostly wavy and wispy to planar bedded, and with few very thin to thin chert beds, lenses, and irregular nodules (dark gray to black, with calcite filled tensional fractures orthogonal to bedding);
trace calcite filled pits and vugs (separate/non-touching), strong HCI reaction 162.6,163.3ft: BJ, 30°, PS, T-0, B-C,11-111 169.4ft: J, 60°, SR, VT-T, A-B, II 171.2-171.3ft: FZ, 30°, PR, P0-0, C, Ill 625.9 Boring and coring terminated at 174.0 feet.
174.0
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u a me GEOTECHNICAL BORING LOG Prepared By: MBL Date: 3/5/14 Checked By: JCM Date: 3/5/14 SHEET 1 OF 1 BECHTEL 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 Inclination: Vertical BORING NO.:
MP-110 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-550X (P)
GROUND ELEV.:
798.7 ft (NAVD88) NORTHING:
570,191 US ft (NAD83) EASTING: 2,448,403 US ft (NAD83)
Azimuth:
NA TOTAL DEPTH:
174.0 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 (337153)
DATE STARTED: 6/25/13 I COMPLETED: 7/3/13 I HOLE DIA.: 4" I CASING DEPTH: 19.9 ft I CORE SIZE:HQ3 I BITS USED: 4" Roller Cone ELEV. DEPTH BLOW COUNT (ft)
(ft) 0.5ft 0.5ft 0.5ft 0
798.7 f~lj.f u.u 9
11 22 795.4 3.3 3
3 4
7 792.9 5.8 4
6 8
790.5 8.2 7
9 9
788.5 10.2 11 9
17 785.4 13.3 12-f-- 50/0.4 780.0 18.7 34 50/0.4 BLOWS PER FOOT 20 40 60 80 Ground Surface 33*
14 "18" 50/o:
SAMP.
L 0
100 NO.
G SS-1 798.7 SOIL DESCRIPTION AND REMARKS FILL: Gravelly SILT (ML), reddish brown (2.5YR 5/4) and reddish gray (2.5YR 5/1 ), hard, dry, non-plastic fines, little fine to coarse subangular gravel, few fine to coarse sand, 0.0
~95
_7 strong HCI reaction 3_0 88=2 ~r--RESIDUAL soiL: LEAN CLAY (CL)-:-r8ddiSil yeilow (5YR_.,..
~
6/8) and red (10R 5/8) mottled, to yellowish brown (10YR
~
6/4), medium stiff to very stiff, moist, moderate plasticity
~
~
fines, few fine to coarse subangular gravel, trace fine to ss-3
~
coarse sand, weak to strong HCI reaction
-=-I~
-~~~~
10Q ss-s
~
RESIDUAL SOIL: CLAYEY GRAVEL (GC), brownish yellow (10YR 6/6), medium dense, wet, fine to coarse subangular
~
~8~ gravel, little moderate to high plasticity fines, few fine to,__12Q 9l~~ ~~.~~k__l:l~ ~a~i~ __________ J
~
RESIDUAL SOIL: Sandy SILT with Gravel (ML), brownish
'784.4 yellow (10YR 6/6), very stiff, moist, low plasticity fines, little;r14.3
~ \\fine to coarse subangular to angular gravel, little fine to
~ \\coarse angular sand, strong HCI reaction
~
WEATHERED ROCK: LIMESTONE, sampled as Gravelly
- c:;-, '
SILT (ML), brown (10YR 5/3), hard, moist, low plasticity to
~
non-plastic fines, some fine to coarse subangular to angular 1---;s"'s-'y---f'~
=-...t-gravel, strong HCI reaction 50/0.4
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F---+-39_ 50/0.2+----lf---.-~~~~~~~~~~~~-.-5Ell&.i,._~~S~S~-8~~;:2::~'""'ffl._./7_._7-"'.8--:=--::-:-::-::-.,....-:.,....-:---:----::------:---:--:--:---:----:---"2c."O=j.9 Soil drilling halted. Log continues on geotechnical coring log 778.5 20.2 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-100 of 706 t-r-
r-t-
Observed water levels:
Dry, AM 6/26/13 12.2 ft bgs, AM 6/27113 4.2 ft bgs, AM 7/2/13 3.8 ft bgs, AM 7/3/13