ML18003A690
| ML18003A690 | |
| 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: ML18003A690 (8) | |
Text
MP-406 -Boxes 1 and 2
- ~n MP-L(06 AIA_<
,'J£PTH 32. r_* _tfltiQ. 57.) ' 111 MP-406 -Boxes 3 and 4 Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-447 of 706
MP-406 -Boxes 5 and 6 AMEC PIWJECT 6468 13 1 072 BORING MP-406 BOX _fi_
OEPTH 1373
~(It)
BORING. M/!.406 r~x _6
- LPTH qo_7-
!fi)TO ({Z.3 (t:~
MP-406 -Boxes 7 and 8 Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-448 of 706 RUN INTERVAL {ftl REC fftl - l"I,.\\R9QJill- ('/.)
~ ~
~3 -a'. 16'1.
Rtw 1'1 g{;i. '1L '1 t;.o A~/ 1 ~
fqw-~ '7.: '113 '5n !POt ! *1'..r,;;
- ~-7...1 '17..ql
- j /tlf (ff>/. /t 'I 11'11/
HUN INTEI~VAL (tl\\ i<EC (ftl- %\\ RQD Ill\\_!',,,
R~r"-2S" 11Z.'3 -u::n'/s:n'roo% 5:o' loo/.
PuN.Z6 rtn'*r?2.1/5o' too¥. 9.(h7/
RvN-21 1ZZ.3:12f.Jj5o' 1oo1. 9J'tco/.
MP-406 -Boxes 9 and 10 CLINCH RIVER SMR PR., II=CT AMtC PIWJECT 6461113 1072 aciiliNG MP-406 gox q DEPTH tR-~ -1ft) TO 151. ~ (It)
Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-449 of 706
!<UN INTERVAL Cltl REC \\It\\ -t*lo:~..BSm_\\1\\\\. -I,,.1
!'<tlt.l-"37 P 23'-1?7.3j7r/V:YSI.jwr' ~J(
\\J lJ ~ 177"6 -1~23' I s.o*tco J. /ii'fl* ;;;j..
Rvt-J -~0, ~23
- t:J7.1Jrs~ * /~>o//54/tNi
a me BECHTEL NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee BORING NO.:
MP-407 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.:
761.5 ft (NAVD88) NORTHING:
569,889 US ft (NAD83) EASTING: 2,447,094 US ft (NAD83)
Azimuth:
NA TOTAL DEPTH: 200.2 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: 6/24/13 I COMPLETED: 7/3/13 I HOLE DIA.: 4" ELEV.
(ft) 761.5 ftl"I.:J 759.0 756.5 754.1 751.8 749.1 746.5 742.6 DEPTH BLOW COUNT BLOWS PER FOOT (ft) 0.5ft 0.5ft 0.5ft 0
20 40 60 Ground Surface u.u 12 17 22 39 2.5 11 9
6 15 5.0 7
7 12
.,19 7.4 8
7 10
.* i7 9.7 20 13 19
~2 12.4 12 15 22 37 15.0 3
9 35 4
18.9 50/0.1 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-450 of 706 I CASING DEPTH: 19.6 ft I CORE SIZE:HQ3 I BITS USED: 4" Roller Cone SAMP.
L 80 100 0
SOIL DESCRIPTION AND REMARKS NO.
G 761.5 0.0 SS-1 FILL: Gravelly SILT (ML), reddish brown (2.5YR 3/2) to weak red (10R 4/2), hard to stiff, dry to moist, non-plastic fines, 1-some fine to coarse angular gravel, few fine to coarse sand,
ss:2 strong HCI reaction pUL ______________________
4&
ss:3 FILL: SILTY GRAVEL with Sand (GM), weak red (10R 4/2),
medium dense, moist, fine to coarse angular gravel, little low tzo+/-,5 plasticity fines, little fine to coarse sand, strong HCI reaction 7_0 SS-4 t--FiLCcl"AYEY GRAVELwithsaiid(G"c),"bi:own (16YR" 473)--
~
to gray (5Y 5/1 ), medium dense to dense, moist, fine to
~
=rno '"'"'"' g~l. '" to oo~ I~ to modmato SS-5
~:~':':~': :'~': :~~~
00
-~~ ~: ~~~
_12Q
~
~
RESIDUAL SOIL: LEAN CLAY with Sand and Gravel (CL),
~
light yellowish brown (10YR 6/4), hard, moist, low to
~
moderate plasticity fines, little fine to coarse angular gravel,
ss:7
~
few to little fine to coarse sand, trace relict rock
~
fabric/saprolitic, strong to weak HCI reaction Bl-
~rr42.5 19.0
~
Soil drilling halted. Log continues on geotechnical coring log Observed water levels:
1-11.4 ft bgs, AM 6/25/13 11.1 ft bgs, AM 6/26/13 12.8 ft bgs, AM 6/27113 6.3 ft bgs, AM 7/2/13 5.7 ft bgs, AM 7/3/13 1-1-
1-1-
1-
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: R. Clark SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: S. Snow/D. King Boring Orientation BORING NO.:
MP-407 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-55 (TSD)
Inclination: Vertical GROUND ELEV.:
761.5 ft (NAVD88) NORTHING:
569,889 US ft (NAD83) EASTING: 2,447,094 US ft (NAD83) Azimuth:
NA TOTAL DEPTH: 200.2 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (I D): 140-lb Auto (373705)
DATE STARTED:
6/24/13 COMPLETED: 7/3/13 I CASING DEPTH: 19.6 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 @ 19.0 ft 742.5 19.0 1.1 6:37 (1.1)
(0.5)
Run 1 ~
14L.O WEATHERED ROCK: LIMESTONE (WACKESTONE/MICRITE), gray to dark gray (N 5/-N 741.4.
20.1 ~
3:16/0.1 100% 45%
Run 2 ~
4/), very weak to medium strong, very thinly to moderately bedded, highly to moderately 6:31 (1.3)
(0.0) weathered, fossiliferous, interbedded with little to some, laminated to very thin Calcareous 5:20 27%
0%
~
SILTSTONE, olive gray (5Y 4/2), wispy/wavy to irregular and diffuse bedding; locally to 5:25 completely weathered with zones of no recovery, strong HCI reaction 5:39 19.0-25.6ft: Highly fractured through-out; zones of no recovery 736.5 25.0 5:38/0.9 ib 1~.1 5.1 6:44 (4.4)
(0.9)
Run 3
~
_Jl5,g_---------------------------------- -- ~.6 731.4 726.4 721.4 716.4 711.4 706.4 701.4 696.4 5:08 86%
18%
LIMESTONE (WACKESTONE/MICRITE), gray to dark gray (N 5/-N 4/), weak to medium strong, very thinly to moderately bedded, moderately to slightly weathered, fossiliferous, 4:21 interbedded with little to some, laminated to moderately bedded Calcareous SILTSTONE, 4:33 greenish black (10Y 2.5/1), wispy/wavy to irregular and diffuse bedding; trace calcite filled pits and vugs (separate/non-touching), strong HCI reaction (Rockdell Formation-Unit C) 6:11/1.1 30.1 5.0 6:12 (4.8)
(2.9)
Run 4
~
25.8,26.0,26.9,27.7,27.9,28.1,28.9,29.1,29.8ft: BJ, 30°, PR, T-PO, C, Ill, spaced at about 0.3' 5:06 96%
58%
26.3-26.5,28.1-28.6ft: FZ 27.0ft: J, 50°, PR, PO, C, Ill 3:18 30.2-30.4,30.7-31.1ft: FZ, 30°, SR, 0, C, Ill 3:26 31.3,31.6,32.5,33.0,33.8,34.1ft: BJ, 25-35°, PS, PO, C, II 35.1 2:39 5.0 4:45 (4.8)
(3.1)
Run 5
~
35.3-36.2ft: FZ, 30-35°, SR, 0, C, Ill 2:38 96%
62%
37.3ft: J, 60°, PR, T, B II 37.3,37.5, 38.0,38.7,39.1,39.6,39.7ft: BJ, 35°, PS-SR, T-PO, C, II 2:08 2:09 40.1 2:33 5.0 3:51 (4.7)
(1.6)
Run 6
~
40.1-43.1ft: BJ, 15-30°, PS, T, B, Ill, spaced 0.3' 6:59 94%
32%
43.1ft: J, 10°, PR, T, B, II 5:23 4:16
_71_8,}_---------------------------------- -- +/-}.2 LIMESTONE (WACKESTONE/MICRITE), gray to dark gray (N 5/-N 4/), medium strong, very 45.1 2:46 thinly to moderately bedded, slightly weathered to fresh, fossiliferous, interbedded with little to some, laminated to moderately bedded Calcareous SILTSTONE, greenish black (10Y 2.5/1),
5.0 6:14 (5.0)
(2.6)
Run 7
~
wispy/wavy to irregular and diffuse bedding; trace calcite filled pits and vugs 3:58 100% 52%
(separate/non-touching), strong HCI reaction 3:22 43.6ft: J, 10°, PR, T, B, II 44.6-45.1ft: FZ, likely mechanically reduced to rubble 3:47 46.3,46.5,46.7,46.9,47.0,47.2,47.9,48.6,49.0,49.3,49.5,49.8ft: BJ, 35°, PS, T-0, B-C,11-111 50.1 2:21 5.0 2:20 (5.0)
(2.6)
Run 8 50.3,50.7ft: BJ, 20°, PR, T, B, II 2:05 100% 52%
51.1ft: BJ, 10°, PR, 0, B, Ill 52.2,52.6,53.0,53.4,53.5,54.3,54.5,54.8,54.9ft: BJ, 35°, PR-PS, T, B, II 1:50 1:47 55.1 2:07 5.0 3:05 (5.0)
(4.3)
Run 9 56.2,56.4,56.6,57.4,57.9ft: BJ, 25°, PR, T-0, B, II 2:01 100% 86%
56.9ft: J, 50°, SR, T, B, II 2:20 3:03
~7Q31_---------------------------------- -- ~.4 LIMESTONE (MICRITE) with few (WACKESTONE), gray to dark gray (N 5/-N 4/), strong, very 60.1 2:05 thinly to thinly bedded and nodular, fresh, interbedded with trace to some, laminated to thin 5.0 4:07 (5.0)
(3.5)
Run 10 Calcareous SILTSTONE, greenish black (10Y 2.5/1) to very dark greenish gray (10Y 3/1),
100% 70%
locally planar to wavy/wispy and irregular to diffuse bedding; trace fossils, trace calcite filled 2:15 pits, strong HCI reaction 2:12 58.7,59.1,59.7ft: BJ, 25°, PR, T-0, B, II 2:15 60.3-61.3ft: FZ, 20-30°, PR-SR, T-0, B, II, and spaced at about 0.2' 61.9,63.1,63.7,64.1ft: BJ, 35°, PR, T, B, II 65.1 3:23 62.4ft: J, 50°, PR, T, B, II 64.0ft: J, 60°, PR, T, B, II 5.0 5:21 (5.0)
(5.0)
Run 11
~
65.8,65.5,67.0,67.7,68.2ft: BJ, 15-30°, PR, T-PO, B, II 6:43 100% 100%
Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-451 of 706
GEOTECHNICAL CORING LOG a me SHEET 2 OF 4 BECHTEL PROJECT NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 COUNTY: Roane, TN I GEOLOGIST: R. Clark SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: S. Snow/D. King Boring Orientation BORING NO.:
MP-407 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-55 (TSD)
Inclination: Vertical GROUND ELEV.:
761.5 ft (NAVD88) NORTHING:
569,889 US ft (NAD83) EASTING: 2,447,094 US ft (NAD83) Azimuth:
NA TOTAL DEPTH: 200.2 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (I D): 140-lb Auto (373705)
DATE STARTED:
6/24/13 COMPLETED: 7/3/13 I CASING DEPTH: 19.6 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 4:22 LIMESTONE (MICRITE) with few (WACKESTONE), gray to dark gray (N 5/-N 4/), strong, very 3:30 thinly to thinly bedded and nodular, fresh, interbedded with trace to some, laminated to thin 691.4 70.1 4:56 Calcareous SILTSTONE, greenish black (10Y 2.5/1) to very dark greenish gray (10Y 3/1),
5.0 2:41 (5.0)
(5.0)
Run 12 locally planar to wavy/wispy and irregular to diffuse bedding; trace fossils, trace calcite filled pits, strong HCI reaction (contmued) 2:32 100% 100%
70.8,71.6,72.0,72.4ft: BJ, 35-40°, PS, T, B, II 2:37 3:01
~6§.81_---------------------------------- -- "7].4 LIMESTONE (MICRITE), gray to dark gray (N 5/-N 4/), weak to medium strong and strong, 686.4 75.1 2:20 laminated to very thinly bedded, fresh, interbedded with few to some, mostly laminated to very 5.0 3:08 (5.0)
(4.6)
Run 13
~
thin Calcareous SILTSTONE, very dark greenish gray (10Y 3/1, 10GY 3/1) to greenish black 100% 92%
(1 OY 2.5/1 ), mostly planar to wispy and trace diffuse bedding, and trace very thin to thin chert 3:09 beds (black); trace bioturbation, trace calcite filled pits, strong HCI reaction 2:46 74.6ft: BJ, 35-40°, PS, T, B, II 76.1ft: J, 45°, PR, T, B, II 3:49 77.7,77.9,78.4,79.4,79.6,79.7ft: BJ, 35°, PS, T, B, II 681.4 80.1 3:18 79.5ft: J, 60°, PR, T, B, II 5.0 3:27 (5.0)
(1.7)
Run 14 80.4-80. 7ft: FZ, mechanically reduced to rubble 2:08 100% 34%
81.1,81.3,82.4,82.7,83.3,83.4,83.7,83.9ft: BJ, 35°, PS, T, B, II 81.1,82.5ft: SH, 30-35°, PL, T, C, II 1:47 81.5ft: J, 55°, PR, T, B, Ill, trace pyrite 2:22 84.1ft: J, 0°, PS, VT, B, II, partially healed 676.4 85.1 4:01 84.6,84.7,84.9,85.0ft: BJ, 40°, PS, T, B, II 5.0 4:25 (5.0)
(2.5)
Run 15 85.1-85.4ft: FZ, mechanically reduced to rubble 2:52 100% 50%
85.7,86.2,86.5,86.7,87.0,87.5ft: BJ, 30°, PS, T-PO, B, II 85.8ft: J, 50°, VT, A, I, with calcite 3:11 673.9 86.5,86.8ft: J, 50°, PS, T, C, Ill, with pyrite r~
3:11 CALCAREOUS SILTSTONE, very dusky red to reddish black (2.5YR 2.5/2-2.5/1 ), with trace greenish black (10Y 2.5/1), weak to medium strong, laminated to thinly bedded, 4:09 671.4 90.1 locally with moderately to thickly bedded appearance, fresh, interbedded with few to little, 5.1 3:33 (5.1)
(4.2)
Run 16 locally to some, laminated to moderately bedded LIMESTONE (MICRITE/WACKESTONE),
100% 82%
gray to dark gray (N 5/-N 4/), mostly planar and diffuse to wispy bedding, trace fossils; 2:23 moderate to strong bioturbation through-out, locally with coarse horizontal and vertical 2:14
- burrows, trace calcite filled pits and burrows, strong HCI reaction (Lincolnshire Formation-Fieanor Member-Unit B) 1:58 88.5,88.8,89.0,89.4,89.9ft: BJ, 30°, PS, T-PO, B, II 2:55/1.1 92.3,93.0ft: BJ, 35°, PS, T, B, II 666.3 95.2 5.0 2:33 (5.0)
(5.0)
Run 17 92.5,93.2ft: J, 60-80°, PR-SR, T, B, II 100% 100%
2:21 2:05 1:35 2:04 661.3 100.2 5.0 2:45 (5.0)
(5.0)
Run 18 101.0,103.0,104.1ft: J, 50-60°, PR-PS, T, B, II 100% 100%
102.8ft: J, 50°, PS, VT, A-B, Ill 1:48 2:06 2:11 2:00 656.3 105.2 5.0 1:59 (5.0)
(5.0)
Run 19 106.9,109.9ft: BJ, 35°, PS, T, B, II 100% 100%
107.2,109.8ft: J, 50°, PS, T, C, Ill 1:41 2:12 2:28 2:33 651.3 110.2 5.0 2:18 (4.7)
(4.1)
Run 20 110.6ft: J, 50°, PS, PO, C, Ill 94%
82%
110.9,111.0,111.4,112.0,112.5,112.9,114.4ft: BJ, 35°, PS, T, B, II 4:02 114.3ft: J, 50°, PR, T, B, II 2:13 2:32 3:08 646.3 115.2 5.0 4:02 (5.0)
(4.8)
Run 21 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-452 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: R. Clark SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: S. Snow/D. King Boring Orientation BORING NO.:
MP-407 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-55 (TSD)
Inclination: Vertical GROUND ELEV.:
761.5 ft (NAVD88) NORTHING:
569,889 US ft (NAD83) EASTING: 2,447,094 US ft (NAD83) Azimuth:
NA TOTAL DEPTH: 200.2 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (I D): 140-lb Auto (373705)
DATE STARTED:
6/24/13 COMPLETED: 7/3/13 I CASING DEPTH: 19.6 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 2:30 100% 96%
CALCAREOUS SILTSTONE, very dusky red to reddish black (2.5YR 2.5/2-2.5/1 ), with 2:33 trace greenish black (10Y 2.5/1), weak to medium strong, laminated to thinly bedded, locally with moderately to thickly bedded appearance, fresh, interbedded with few to little, 2:38 locally to some, laminated to moderately bedded LIMESTONE (MICRITE/WACKESTONE),
gray to dark gray (N 5/-N 4/), mostly planar and diffuse to wispy bedding, trace fossils; 3:32 641.3 120.2 moderate to strong bioturbation through-out, locally with coarse horizontal and vertical 5.0 2:09 (5.0)
(4.2)
Run 22
- burrows, trace calcite filled pits and burrows, strong HCI reaction (Lincolnshire 100% 84%
1:55 Formation-Fieanor Member-Unit B) (continued) 117.3ft: J, 50°, PR, T, B, II 1:47 119.2,119.4ft: BJ, 35°, PS, T, B, II 2:07 120.4ft: J, 50°, PS, T, C, Ill 120.4,120.6,120.9,121.3,121.8,123.7,124.2ft: BJ, 35°, PS, T, B-C,11-111 2:44 636.3 125.2 5.0 2:56 (5.0)
(5.0)
Run 23 128.1ft: BJ, 35°, PS, T, B, II 100% 100%
3:08 2:09 2:11 2:46 631.3 130.2 5.0 2:15 (5.0)
(4.7)
Run 24 131.0,131.6,131.8,132.0,133.5,134.0ft: BJ, 35°, PS, T, B, II 100% 94%
131.7ft: J, 60°, PR-PS, T, B, II 1:51 133.5ft: J, 55-60°, SR, T, B, II 2:24 3:07 3:51 626.3 135.2 5.0 3:00 (5.0)
(5.0)
Run 25 137.0,137.8,138.5,138.9,139.7ft: BJ, 35°, PS, T, B, II 100% 100%
137.0,137.8ft: J, 50°, PR, T, B, II 2:15 2:17 2:00 2:46 621.3 140.2 5.0 4:07 (5.0)
(4.9)
Run 26 141.5, 142.4, 142.9, 143.9, 144.5, 144.9, 145.0ft: BJ, 35°, PS, T-PO, B, II 100% 98%
143.1,143.5ft: J, 50°, PS, T, B, II 2:58 2:50 2:58 3:19 616.3 145.2 4.9 3:10 (4.9)
(4.8)
Run 27 147.9,149.6ft: BJ, 35°, PS, T, B, II 100% 98%
148.5ft: J, 60°, SR, T, B, II 3:08 3:00 2:59 3:18/0.9 611.6 149.9 611.4 150.1 5.0 3:44 (5.0)
(4.3)
Run 28
~
LIMESTONE (MICRITE/WACKESTONE), gray to dark gray (N 5/-N 4/), medium strong to 2:59 100% 86%
strong, very thinly to moderately bedded, fresh, interbedded with few to little, laminated to thin Calcareous SILTSTONE, weak red (5R 4/2) to mostly dark greenish gray (5G 4/1 ); trace 2:43 fossils, slight bioturbation, trace calcite filled pits, strong HCI reaction 2:37 150.1,150.3,150.5,151.0,151.8,152.4,153.0ft: BJ, 35°, PS, T, B, II 3:18
_6Q.7]_---------------------------------- __ 1§'1.2 606.4 155.1 CALCAREOUS SILTSTONE, weak red (7.5R 4/2) to very dusky red and reddish black (2.5YR 5.0 2:07 (5.0)
(5.0)
Run 29 2.5/2-2.5/1), weak to medium strong, laminated to thinly bedded, fresh, interbedded with trace to few, laminated to moderately bedded LIMESTONE (MICRITE), gray to dark gray (N 5/-N 100% 100%
1:42 4/), mostly planar and diffuse to wispy bedding; moderate to strong bioturbation, strong HCI 1:47 reaction 154.2,154.7ft: BJ, 35°, PS, T, B, II 1:53 154.2ft: J, 50°, PS, T, B, II 2:45 156.7,159.1ft: BJ, 35°, PS, T, B, II 601.4 160.1 5.0 4:12 (5.0)
(4.8)
Run 30 100% 96%
- - _6Q.OQ_ ____________________________________
1Q1..5 3:33
~
LIMESTONE (MICRITE/WACKESTONE), gray to dark gray (N 5/-N 4/), medium strong to 3:39 strong, laminated to thinly bedded and nodular, fresh, interbedded with some, laminated to 3:22 thin Calcareous SILTSTONE, very dusky red to reddish black (2.5YR 2.5/2-2.5/1) to greenish 4:47 black (1 OY 2.5/1 ), wispy/wavy to irregular and diffuse bedding; slight bioturbation, strong HCI
'""rlinn Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-453 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: R. Clark SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: S. Snow/D. King Boring Orientation BORING NO.:
MP-407 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-55 (TSD)
Inclination: Vertical GROUND ELEV.:
761.5 ft (NAVD88) NORTHING:
569,889 US ft (NAD83) EASTING: 2,447,094 US ft (NAD83) Azimuth:
NA TOTAL DEPTH: 200.2 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (I D): 140-lb Auto (373705)
DATE STARTED:
6/24/13 COMPLETED: 7/3/13 I CASING DEPTH: 19.6 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 596.4.
165.1 5.0 3:57 (5.0)
(4.5)
Run 31
~
161.8,162.0,163.0,163.8,165.9ft: BJ, 30-45°, PS, T, B, II 3:40 100% 90%
_ 594_6 164.1,166.2ft: J, 50-60°, PRIPS, PO-T, C-B, 111-11 166_9 3:51 CALCAREOUS SILTSTONE, reddish black (2.5YR 2.5/1) grading to greenish black (10Y 2.5/1) and black (N 2.5) to dark greenish gray (10GY 4/1), weak, very thinly to moderately 2:52
- bedded, fresh, interbedded with little to thin to thin LIMESTONE
- some, very (MICRITENVACKESTONE), gray to dark gray (N 5/-N 4/), wavy and irregular bedding; 4:25 591.4 170.1 moderate to strong bioturbation with coarse horizontal and vertical burrows, coarsely 5.0 4:31 (5.0)
(5.0)
Run 32 fossiliferous, strong HCI reaction 100% 100%
4:36 167.0,168.7,169.2,171.3ft: J, 50°, PS/PR, T-PO, B-C,11-111 588_7 169.8,169.9,170.0,172.6ft: BJ, 30-35°, PS, T, B, II 172_8 3:56
~
4:31 CALCAREOUS SILTSTONE, very dusky red to reddish black (2.5YR 2.5/2-2.5/1 ), with weak red (7.5R 4/2) and trace dark greenish gray (5G 4/1), weak to medium strong, laminated to 3:36 thinly bedded with moderately to thickly bedded appearance, fresh, interbedded with trace to 586.4 175.1 5.0 2:59 (5.0)
(5.0)
Run 33 few, laminated to very thin LIMESTONE (MICRITENVACKESTONE), gray to dark gray (N 5/-N 4/), diffuse to wispy bedding; moderate to strong bioturbation through-out, trace calcite filled 100% 100%
1:39 pits and burrows, strong HCI reaction 1:47 2:33 2:10 581.4 180.1 5.0 3:08 (5.0)
(5.0)
Run 34 183.5,184.0ft: BJ, 35°, PS, T, B, II 100% 100%
2:07 2:28 3:11 2:34 576.4 185.1 5.0 2:58 (5.0)
(4.6)
Run 35 185.6ft: J, 50°, PS, T, B, II 100% 92%
186.6ft: J, 45°, PL, T, B, II 2:55 188.2.2ft: J, 40°, PS, T, B, II 3:09 189.3,189.9ft: J, 55°, PS, T, B, Ill 2:58 188.7-190.7ft: As above with LIMESTONE (WACKESTONE/PACKSTONE), bluish gray (5PB 3:05 571.4 190.1 5/1 ), thickly to very thinly bedded 5.1 3:28 (5.1)
(3.4)
Run 36 190.3,190.5,191.0,191.3ft: BJ, 30°, PS, T, B, II 100% 67%
194.3-194.7ft: FZ, 30°, PS-PR, T-0, B, II; (Multiple BJ's) 3:41 3:08 3:11 4:54/1.1
_ ~6§_ ____________________________________ Hl<j.7 566.3 195.2 LIMESTONE (WACKESTONE/PACKSTONE), bluish gray (5PB 5/1), weak to medium strong, 5.0 3:42 (5.0)
(2.1)
Run 37 very thinly to moderately bedded, fresh, interbedded with few, laminated to very thin 3:05 100% 42%
Calcareous SILTSTONE, weak red (7.5R 4/2), wispy/wavy bedding (becomes mostly 3:47 CALCAREOUS SILTSTONE (as described) at 198.7 feet); strong HCI reaction 195.1,195.2ft: BJ, 35°, PS, T, B, II 4:05 196.1-197.5ft: FZ(BJ/J), 30° I 50°, PS-PL, T-0, II; (12) BJ's intersected by (2) J's 4:18 198.5,198.6,199.9,200.0ft: BJ, 30°, PS-PR, 0, B,11-111 561.3 200.2 561.3 200.2 Boring and coring terminated at 200.2 feet.
Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-454 of 706