ML19030A556
| ML19030A556 | |
| Person / Time | |
|---|---|
| Site: | Clinch River |
| Issue date: | 01/18/2019 |
| From: | James Shea Tennessee Valley Authority |
| To: | Office of New Reactors |
| Fetter A | |
| References | |
| TVACLINCHRIVERESP, TVACLINCHRIVERESP.SUBMISSION.6, CRN.P.PART08, CRN.P.PART08.2 | |
| Download: ML19030A556 (11) | |
Text
Core Photographs Boring MP -415 CLINCH RIVER SMR PROJECT AMEC PROJECT 6468 13107t BORING MP-1./!5
___!!j____
.I LV1H ZO~ ! (ft)TO ZZO/ (It)
CLINCH RIVER SMR PROJECT AMEC PROJECT 8 13 107 BORING HP-Y/5 X
DfPTH 11.0.1 0 ~
Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-529 of 706 Clinch River SMR Project AMEC Project No. 6468-13-1072
Core Photographs Boring MP -415
~ -
- -~
==----
...,,,... "~-*
CLINCH RIVEI~ SMI~ PIWJECT AMEC PROJECT 6468131072
. BORING N Plf 15 BOA /~
DEPTH Z6S.I 11t)TO z..~. l(ft) 0 DEPTH z:tS. I (ft)TO 310 \\111)
Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-530 of 706 Clinch River SMR Project AMEC Project No. 6468-13-1072 RUN INTERVAL (It l~ECjHl=.f.'/*1 RUJ) (Ill R\\ftJ-55/ l..~l'-?oo.*:-= lii~~~~
Rvtl-Sq 30".\\ -~ \\ ~\\C\\0./. \\(~}5.o' \\GOY.
R\\1~ -f.o ~o5.1'-3c( ~c_!A' ~X:)l~l)SO' \\00*,.
Core Photographs Boring MP -415 MP-415-Box 21 Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-531 of 706 Clinch River SMR Project AMEC Project No. 6468-13-1072
a me BECHTEL NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee BORING NO.:
MP-416 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 2 I GEOLOGIST: J. Howard DRILLER: A. Martin/D. Rhodes Boring Orientation DRILL MACHINE: CME-55 (C)
Inclination: Vertical GROUND ELEV.:
809.6 ft (NAVD88) NORTHING:
569,978 US ft (NAD83) EASTING: 2,447,520 US ft (NAD83)
Azimuth:
NA TOTAL DEPTH: 321.7 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 (163745)
DATE STARTED: 6/6/13 I COMPLETED: 6/23/131 HOLE DIA.: 4" I CASING DEPTH: 65.8 ft I CORE SIZE:HQ3 I BITS USED: 4" Roller Cone ELEV. DEPTH BLOW COUNT BLOWS PER FOOT SAMP.
L 0
20 40 60 80 100 0
SOIL DESCRIPTION AND REMARKS (ft)
(ft) 0.5ft 0.5ft 0.5ft NO.
G 809.6 tsU:,).tl 805.9 803.5 801.4 798.8 796.3 793.8 791.4 786.5 781.6 776.4 771.4 766.4 761.5 Ground Surface u.u 6
17 27 44 3.7 9
14 15 21'!
6.1 7
10 16 8.2 25 53 19
. ;,>*n*
10.8 10 8
18 6
13.3 8-1---9-.18 15.8 8
9 15 4
18.2 21 30 32
- 62.
23.1 10 15 22
- 37.
28.0 7
9 8
- 17.
33.2 10 12 10 22" 38.2 14 20 19 g
43.2 12-f-- 44/0.3 48.1 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-532 of 706 809.6 0.0 SS-1A FILL: LEAN CLAY (CL), brown (7.5YR 4/2), medium stiff~r SS-18 moist, low plasticity fines, few fine angular gravel, trace coarse sand, trace roots, strong HCI reaction FILL: Gravelly SILT with Sand (ML), gray (7.5YR 7/1), light brown 7.5YR 6/3), and reddish brown (5YR 4/3), very stiff,
ss:2 dry to moist, low plasticity fines, some fine to coarse gravel, 1-few to little fine to coarse sand, strong HCI reaction
ss:3
~~----------------------8Q SS-4 FILL: Sandy SILT with Gravel (ML), reddish brown (5YR 4/3 to 2.5YR 4/3) and dark reddish brown (2.5YR 3/3), dry to 1-moist, very stiff to hard, non-plastic to low plasticity fines,
ss:s little coarse sand, little fine to coarse gravel, strong HCI reaction
~
~6 ______________________
15Q FILL: SILTY GRAVEL with Sand (GM), reddish brown (5YR
ss:7 4/3), medium dense, moist, fine to coarse gravel, little low plasticity fines, little coarse sand, strong HCI reaction
~~----------------------18Q SS-8 FILL: Sandy SILT with Gravel (ML), gray (5Y 5/1), hard, 1-moist, non-plastic to low plasticity fines, little fine to coarse sand, little fine to coarse gravel, strong HCI reaction
~~---------------------21Q
~
FILL: CLAYEY SAND with gravel (SC), gray (2.5Y 6/1) to reddish brown (2.5YR 4/3), dense, moist, fine to coarse
- 0 sand, little low to moderately plastic fines, little fine to coarse SS-9 ~
gravel, strong HCI reaction
~I-
~~8:3£--------------------- 26Q FILL: Sandy SILT with Gravel (ML), reddish brown (5YR 4/3-5/3) to gray (5Y 6/1), very stiff to hard, dry to moist, low
ss:i()
plasticity fines, little fine to coarse sand, little fine to coarse gravel, strong HCI reaction 1-
~
1-
ss::J2 1-
ss:13 1oo;o:
1-
~~---------------------_£Q
~
GEOTECHNICAL BORING LOG a me SHEET 2 OF 2 BECHTEL NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 COUNTY: Roane, TN I GEOLOGIST: J. Howard SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: A. Martin/D. Rhodes Boring Orientation BORING NO.:
MP-416 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-55 (C)
Inclination: Vertical GROUND ELEV.:
809.6 ft (NAVD88) NORTHING:
569,978 US ft (NAD83) EASTING: 2,447,520 US ft (NAD83)
Azimuth:
NA TOTAL DEPTH: 321.7 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 (163745)
DATE STARTED: 6/6/13 I COMPLETED: 6/23/131 HOLE DIA.: 4" I CASING DEPTH: 65.8 ft I CORE SIZE:HQ3 I BITS USED: 4" Roller Cone ELEV.
(ft) 761.0 756.5 751.4 746.4 744.1 DEPTH BLOW COUNT BLOWS PER FOOT (ft) 0.5ft 0.5ft 0.5ft 0
20 40 60 80 Continued from previous page 9
10 13
-~3" 53.1 7
12 9
. ~ Z1
- 58.2 4
5 7
12" 63.2 6
9 21 65.5 50/0.3 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-533 of 706 100 SAMP.
L 0
SOIL DESCRIPTION AND REMARKS NO.
G FILL: SILTY SAND with gravel (SM), grayish brown (10YR 1-5/2), medium dense, moist, fine to coarse sand, some fine to
~58 6 coarse gravel sized limestone rock fragments, little 51 0
-'-1non-plastic to low plasticity fines, strong HCI reactionr-*=
u~~~~-----------------1 RESIDUAL SOIL: Sandy SILT with gravel (ML), reddish
~
yellow (7.5YR 6/6), very stiff, moist, low plasticity fines, little fine to medium sand, little fine to coarse gravel sized 1-limestone rock fragments, weak HCI reaction
~~---------------------26Q
~
RESIDUAL SOIL: FAT CLAY (CH), strong brown (7.5YR
~
5/6), stiff, moist, high plasticity fines, trace fine sand, no HCI
"""Ss:16 ~
reaction
~;.,._----------------------""
RESIDUAL SOIL: Sandy LEAN CLAY (CL), reddish yellow (7.5YR 6/6), very stiff, moist, moderately plastic fines, little ss::i"7 %
fine to coarse sand, few fine gravel sized limestone rock
~
fragments, no to strong HCI reaction
~~:
WEATHERED ROCK: l.iME8roN"C sampled -as SiLTY ::~
~
\\~AND (SM), gray (5YR 5/1), very dense, moist, fine tor coarse sand, little low plasticity fines, strong HCI reaction Soil drilling halted. Log continues on geotechnical coring log Observed water levels:
1-10.0 ft bgs, AM 6/7/13 4.6 ft bgs, AM 6/8/13 20.3 ft bgs, AM 6/9/13 Dry, AM 6/10/13 67.7 ft bgs, AM 6/11/13 67.9 ft bgs, AM 6/12/13 67.7 ft bgs, AM 6/13/13 1-67.9 ft bgs, AM 6/18/13 67.8 ft bgs, AM 6/19/13 67.7 ft bgs, AM 6/23/13 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 6 BECHTEL PROJECT NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 COUNTY: Roane, TN I GEOLOGIST: J. Howard SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: A. Martin/D. Rhodes Boring Orientation BORING NO.:
MP-416 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-55 (C)
Inclination: Vertical GROUND ELEV.:
809.6 ft (NAVD88) NORTHING:
569,978 US ft (NAD83) EASTING: 2,447,520 US ft (NAD83) Azimuth:
NA TOTAL DEPTH: 321.7 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (ID): 140-lb Auto (163745)
DATE STARTED:
6/6/13 COMPLETED: 6/23/13 I CASING DEPTH: 65.8 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 @ 65.8 ft 743.8 65.8 0.7 4:15/0.7 (0.7)
(0.0)
Run 1 ~
/4.j.0 LIMESTONE (MICRITE), dark greenish gray (10Y 4/1), medium strong, very thinly to OO.i 743.1, 66.5 5.0 6:15 100%
0%
Run 2
~
742 0 moderately bedded, moderately to slightly weathered, with trace to few laminated, wispy 67 6 5:45 (D) l(oA)
-- '-- 1 and diffuse Calcareous SILTSTONE interbeds, very dark gray (5Y 3/1) to black (N 2.5/) and - -*
22%
8%
1 trace very thinly bedded chert (dark gray to black); trace calcite filled pits, strong HCI I 4:15 1
reaction (Rockdell Fo!mation-Unit D)
I 5:30
~
65.8-66.5ft. FZ, 30-go, UR, PO, C, Ill I
4:30 166.5-66.8ft: FZ, 25-goo, SR-PR, 0, B-C, II I
738.1 71.5 ISZ.:3_.6_7_:4.§7_:_5ft:_ ~.~o_:,LJ_s,_o,_G_2i,_lll ___________________ J 5.0 5:00 (4.4)
(3.4)
Run 3
_7]_7&_ ~W_E~Tt::I_EBE_[) f3.0C::fS. LI_M_§_S_!Qi'I~N_(ll3_e~'JElr1"_ _______________ ~_71.1 3:30 88%
68%
LIMESTONE (MICRITE), dark gray (5Y 4/1-N 4/) and gray (2.5Y 5/1), strong, very thinly to 4:15 moderately bedded and locally nodular, fresh, interbedded with trace to few laminated, wispy to irregular and diffuse Calcareous SILTSTONE, very dark gray (5Y 3/1) to black (N 2.5/);
5:00 locally with stylolites and sparry calcite "bird eyes", locally fossiliferous, trace calcite filled pits, 4:00 strong HCI reaction 733.1 76.5 5.0 2:30 (4.0)
(2.g)
Run 4
~
76.5-77.8ft: FZ, 30-goo, SR, 0, C, Ill, 1.0' Core loss in zone (mod. weathered) 3:45 80%
58%
72.4ft: J, 10°, UR, 0, C, IV 73.4,73.6ft: BJ, 30°, SR-US, T-PO, F-H, III-IV, mod. weathered 4:15 73.7ft: J, goo, SS, VT-PO, A, I-ll 3:00 74.g,7g.1,80.2,81.0,81.4ft: BJ, 30°, SRIUS/PS, T-PO, B, II-IV 3:45 76.0ft: J, 70°, UR, VT, A, I, with calcite (intact) 728.1 81.5 76.2,76.5, 7g.2ft: SH, 30°, PL, T-PO, C, III-IV 5.0 5:15 (5.0)
(3.5)
Run 5 81.8,81.g,82.4,83.3,83.4,84.1,84.8,85.5ft: BJ, 20-30°, PRIUS/UR, T-PO, B-C, II-III 3:00 100% 70%
82.1,85.3ft: SH, 30°, PL, T, C,11-111 85.5ft: J, 75°, UR, T-PO, C, IV 2:45 3:15 723.1 86.5 3:45 5.0 3:15 (5.0)
(4.1)
Run 6 87.8-g1.5ft: SZ/FZ, 60-goo, UL-SL-PL, VT-T, A-C, I-III, mostly intact with calcite 3:00 100% 82%
go.8,g1.3ft: SH, 60°, PL-UL, T-PO, C,11-111, with calcite g1.1ft: SH, 30°, SL, T, C, Ill, with calcite 3:15 3:30 718.1 g1.5 3:30 5.0 3:25 (5.0)
(4.g)
Run 7
~
g2.5ft: BJ, 40°, UR, T, B, II 3:30 100% gs%
g3.2,g4.2ft: J, 70°, US, VT, A, I, with calcite (intact) g3.6,g5.0ft: J, 10°, US, T-PO, B-C, II 3:30 g3.0ft: SH, 40°, PL, T, C, Ill, with calcite 3:30 713.1 g6.5 3:45 713.1 96.5 5.0 5:15 (5.0)
(3.0)
Run 8
~
LIMESTONE (MICRITE), gray to dark gray (2.5Y 5/1-4/1), strong, very thinly to moderately 6:45 100% 60%
bedded, fresh, interbedded with few to little, laminated to thin, locally diffuse, Calcareous SILTSTONE, very dark gray (2.5Y 3/1 ), and few to little very thin to moderate chert beds, 5:30 lenses, and nodules (dark gray to black, with calcite filled tensional fractures orthogonal to 4:45 bedding); trace stylolites and sparry calcite "bird eyes", trace calcite filled pits, strong HCI reaction 708.1 101.5 6:00 g7_3.gg_2ft: SZ/FZ, 40-70°, PL, VT-T, C, II, with calcite 5.0 4:30 (5.0)
(4.0)
Run 9
~
g7.4,100.1ft: J, 30-50, SR, VT-T, A-C, 1-111 5:00 100% 80%
100.6-101.3ft: SZ/FZ, 30-45°, PL-SL, VT-PO, C, II-III, with calcite, mostly intact 101.8ft: J, 50-goo, UR-SR, MW-T, D-C, V-III 4:30 102.gft: SH, 40°, PL, T, C, Ill, with multiple calcite healed, slightly folded shears 5:30 104.7,105.2,105.6,105.g,106.2,106.3,106.4ft: SH, 35-40°, PL, T, C,11-111, with calcite 703.1 106.5 5:45 5.0 8:00 (5.0)
(3.g)
Run 10 106.8ft: J, 25°, PR, 0, D, IV 8:15 100% 78%
106.8,107.3,107.8,108.7,10g.3,10g.7,111.4ft: SH, 25-30°, VT, A, I, with calcite (intact) 107.3,10g.0,10g.5ft: SH, 20-30°, PL, T, B-C,11-111 8:15 108.5,110.6ft: BJ, 20-30°, PR-US, T-PO, B,11-111 9:15 110.6ft: J, goo, PR, PO, C, Ill 7:15 110.2-110.3ft: SZ, 30-50°, PL, VT-0, C,11-111, with calcite, multiple shears 6g8.1 111.5 110.6ft: SH, 25°, PL, T, C, II 2.3 6:00 (1.6)
(0.5)
Run 11
~
111.5-113.8ft: FZ, mechanically broken with 0.7' loss of core rec. (broke core bit during run) 6:15 70%
22%
113.1-113.2ft: SH, 40°, PL, T-0, G, V 6g5.8 113.8 9:45/0.3 114" Run 12 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-534 of 706
GEOTECHNICAL CORING LOG a me SHEET 2 OF 6 BECHTEL PROJECT NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 COUNTY: Roane, TN I GEOLOGIST: J. Howard SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: A. Martin/D. Rhodes Boring Orientation BORING NO.:
MP-416 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-55 (C)
Inclination: Vertical GROUND ELEV.:
809.6 ft (NAVD88) NORTHING:
569,978 US ft (NAD83) EASTING: 2,447,520 US ft (NAD83) Azimuth:
NA TOTAL DEPTH: 321.7 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (ID): 140-lb Auto (163745)
DATE STARTED:
6/6/13 COMPLETED: 6/23/13 I CASING DEPTH: 65.8 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 7:45/0.7 81%
52%
~
LIMESTONE (MICRITE), gray to dark gray (2.5Y 5/1-4/1), strong, very thinly to moderately 9:00 bedded, fresh, interbedded with few to little, laminated to thin, locally diffuse, Calcareous 693.1 116.5 5:45 SILTSTONE, very dark gray (2.5Y 3/1 ), and few to little very thin to moderate chert beds, 5.0 5:15 (5.0)
(3.6)
Run 13
~
lenses, and nodules (dark gray to black, with calcite filled tensional fractures orthogonal to 5:30 100% 72%
bedding); trace stylolites and sparry calcite "bird eyes", trace calcite filled pits, strong HCI reaction (continued) 3:45 113.8-114.3ft: FZ, 0.5' Mechanical loss of core (new core bit) 4:00 114.6ft: J, 10°, US, T-PO, C, Ill 114.8,115.0,115.5,115.9,116.9,117.1,117.4,117.7,118.0,118.4ft: SH, 30-40°, PL, T-PO, B-C, 688.1 121.5 3:30 I-III 5.0 3:30 (5.0)
(5.0)
Run 14 118.6,119.6ft: J, 60-70°, UR, T, B,11-111 4:00 100% 100%
119.1ft: SH, 60°, PL, T, B, II 120.5ft: BJ, 40°, PR, 0, F, IV 3:45 122.7,123.5,124.1,125.6ft: SH, 20-30°, PL, T, B-C,11-111 3:30 683.1 126.5 3:45 5.0 3:15 (5.0)
(3.9)
Run 15 127.7,128.5,129.0ft: SH, 30°, PL, T, B, II 3:15 100% 78%
129.5,129.6,129.8,130.3,130.6ft: SH, 30-35°, PL, T-PO, B-D,11-111 130.8-131.3ft: FZ, 40°, PR, 0, F, IV 2:45 3:00 678.1 131.5 3:15 5.0 4:00 (5.0)
(2.5)
Run 16 131.5-138.0ft: As above, with few thinly to moderately bedded Calcareous SILTSTONE and 4:00 100% 50%
LIMESTONE (WACKESTONE) interbeds 131.7,132.4,132.5,132.8,134.2,134.6,134.9,135.1, 135.2, 135.3ft: SH, 40°, PL, T-PO, B-C, II-III 4:30 133.2ft: SH, 20°, PL, PO, C, Ill 7:15 135.7,136.1,136.3,136.4ft: BJ, 40°, PS/US-UR, T-PO, B-C, III-IV 673.1 136.5 8:45 5.0 7:15 (5.0)
(4.6)
Run 17 136.5,136.6,136.8,136.9,137.0ft: BJ, 30°, UR-PR, T-PO, B-C,11-111 6:00 100% 92%
L3-67 671.6 138.0 CALCAREOUS SILTSTONE, greenish black (10Y 2.5/1), strong, laminated to very thinly 4:15 bedded, fresh, interbedded with trace to some, laminated to very thin LIMESTONE 4:00 (MICRITE), dark gray (N 4/), and trace very thin chert beds, lenses, and nodules (dark gray to black); strong HCI reaction; Limestone interbeds increase with depth (Rockdell 4:45 668.1 141.5 Formation-Unit C) 5.0 9:15 (4.9)
(4.3)
Run 18 138.1,138.2ft: SH, 30°, PL, T, C, II 98%
86%
141.6,141.7,141.9,142.0ft: J, 20-30°, UR-PR, P0-0, B-C, II 6:15 143.3,144.4ft: BJ, 20-30°, PR, T, B-C, II 5:00 5:00 4:45 663.1 146.5 5.0 4:00 (5.0)
(5.0)
Run 19 100% 100%
4:00 4:30 4:30 658.8 150.8 658.1 151.5 4:30
=9 ----------------------------------------
LIMESTONE (MICRITE), dark gray (N 4/), strong, laminated to thinly bedded, irregular to 5.0 5:45 (5.0)
(5.0)
Run 20
~
locally nodular, fresh, interbedded with some laminated to very thin, locally diffuse Calcareous 5:15 100% 100%
SILTSTONE, greenish black (10Y 2.5/1 ), and trace very thin chert lenses and nodules (black);
trace pyrite along laminations, strong HCI reaction 6:00 153.9ft: BJ, 30°, PR, PO, B, II 5:00 653.1 156.5 4:15 5.0 4:45 (5.0)
(5.0)
Run 21
~
161.0ft: BJ, 30°, PS, PO, B, II 4:00 100% 100%
4:30 6:00 648.1 161.5 5:30 5.0 4:45 (5.0)
(5.0)
Run 22 =¢
-nn 100% 100%
Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-535 of 706
GEOTECHNICAL CORING LOG a me SHEET 3 OF 6 BECHTEL PROJECT NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 COUNTY: Roane, TN I GEOLOGIST: J. Howard SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: A. Martin/D. Rhodes Boring Orientation BORING NO.:
MP-416 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-55 (C)
Inclination: Vertical GROUND ELEV.:
809.6 ft (NAVD88) NORTHING:
569,978 US ft (NAD83) EASTING: 2,447,520 US ft (NAD83) Azimuth:
NA TOTAL DEPTH: 321.7 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (ID): 140-lb Auto (163745)
DATE STARTED:
6/6/13 COMPLETED: 6/23/13 I CASING DEPTH: 65.8 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 4:00
~
LIMESTONE (MICRITE), dark gray (N 4/), strong, laminated to thinly bedded, irregular to locally nodular, fresh, interbedded with some laminated to very thin, locally diffuse Calcareous 4:00 SILTSTONE, greenish black (10Y 2.5/1 ), and trace very thin chert lenses and nodules (black);
4:00 trace pyrite along laminations, strong HCI reaction (continued) 643.1 166.5 5.0 4:00 (5.0)
(5.0)
Run 23 !
170.4, 170.5ft: SH, 30°, PL, VT-T, A-C, 1-11, with calcite 100% 100%
L3-68 3:30 3:30 2:45
=@9,+/-_---------------------------------- __ 1"7().2 3:30 LIMESTONE (WACKESTONE/MICRITE), gray (N 6/-N 5/), strong, very thinly to moderately 638.1 171.5 bedded, locally with trace fossiliferous LIMESTONE (PACKSTONE) beds, and with little to 5.0 4:30 (5.0)
(4.5)
Run 24 some, laminated to moderate, wavy and irregular Calcareous SILTSTONE interbeds, greenish 3:45 100% 90%
black (1 OY 2.5/1 ); trace calcite filled pits, trace stylolites, strong HCI reaction 3:45 172.3,172.4,172.5,172.8,173.6,176.2ft: BJ, 30-35°, PR-URIPS, T-PO, B-C, II 3:45 633.1 176.5 3:15 5.0 5:45 (4.9)
(4.2)
Run 25 176.8-177.0ft: FZ, Mechanically broken, 0.1' Core loss 4:30 98%
84%
177.0,178.9,180.6ft: BJ, 30-40°, URIPRIPS, T-PO, B-C, II 178.5,178.8ft: J, 70°, VT, A, I, with calcite (intact) 3:30 3:45 L3-69 628.1 181.5 3:45 5.0 3:45 (5.0)
(4.6)
Run 26 181.8-182.3ft: Healed fractures, 60-70°, VT, A, I, with calcite; spaced 0.1' 3:15 100% 92%
182.2,183.3,183.7,185.3,185.7ft: BJ, 30-40°, PS/PRIUR, VT-PO, A-C, 1-11 184.5ft: J, 70°, PR, T-PO, B, II 3:00 186.0-186.2ft: FZ, 30-40°, PR, PO, D, IV 2:45 623.1 186.5 2:45 5.0 3:15 (5.0)
(5.0)
Run 27 187.7,188.1,190.7ft: BJ, 30-40°, US-URIPR, T-PO, B-C, II 2:45 100% 100%
189.6ft: J, 50°, UR, T, C, II 2:30 2:45 618.1 191.5 3:15 5.0 3:15 (5.0)
(5.0)
Run 28
~
193.6ft: SH, 30°, VT, A, I, with pink calcite (intact) 3:15 100% 100%
194.5ft: SH, 40°, PL, T, C, II 3:00 3:15 613.1 196.5 3:30 5.0 3:30 (5.0)
(5.0)
Run 29 197.0,198.3ft: J, 55°, PR, VT-PO, C, IV, with calcite mineralization 3:00 100% 100%
198.8ft: BJ, 40°, PR, T-PO, B, II 3:00 3:00 608.1 201.5 3:00 5.0 2:45 (5.0)
(5.0)
Run 30 2:45 100% 100%
2:30 2:30 603.1 206.5 2:45 1.9 4:15 (1.9)
(0.7)
Run 31
~
206.6ft: J, 10°, UR, PO, B, II 4:30/0.9 100% 37%
207.0ft: SH, 35°, PL, 0, C, II 601.2 208.4 207.1,207.4,208.1ft: J, 10-20°,0, B,11-111 3.1 1:45/0.1 (3.1)
(2.5)
Run 32
~
209.3,210.9,211.1ft: BJ, 30-35°, UR, T-PO, C, II 3:15 100% 81%
3:00 598.1 211.5 2:30 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-536 of 706
GEOTECHNICAL CORING LOG a me SHEET 4 OF 6 BECHTEL PROJECT NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 COUNTY: Roane, TN I GEOLOGIST: J. Howard SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: A. Martin/D. Rhodes Boring Orientation BORING NO.:
MP-416 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-55 (C)
Inclination: Vertical GROUND ELEV.:
809.6 ft (NAVD88) NORTHING:
569,978 US ft (NAD83) EASTING: 2,447,520 US ft (NAD83) Azimuth:
NA TOTAL DEPTH: 321.7 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (ID): 140-lb Auto (163745)
DATE STARTED:
6/6/13 COMPLETED: 6/23/13 I CASING DEPTH: 65.8 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 4:15 (5.0)
(4.9)
Run 33
~
LIMESTONE (WACKESTONE/MICRITE), gray (N 6/-N 5/), strong, very thinly to moderately 3:30 100% 98%
bedded, locally with trace fossiliferous LIMESTONE (PACKSTONE) beds, and with little to 3:30 some, laminated to moderate, wavy and irregular Calcareous SILTSTONE interbeds, greenish black (1 OY 2.5/1 ); trace calcite filled pits, trace stylolites, strong HCI reaction (continued) 3:15 3:30 L3-70 593.1 216.5 5.0 4:00 (5.0)
(5.0)
Run 34
~
211.6ft: J, 10°, PR, PO, C, II (likely mechanical break) 3:00 100% 100%
215.3,216.0ft: BJ, 30°, US, T-PO, B, II 217.9ft: BJ, 30°, PR, T-PO, B, II 3:00 2:45 588.1 221.5 3:15 5.0 3:30 (5.0)
(5.0)
Run 35 2:30 100% 100%
3:15 3:45 583.1 226.5 3:45 5.0 2:45 (5.0)
(5.0)
Run 36 3:00 100% 100%
3:15 3:00 578.1 231.5 3:15 578.2 231.4 5.0 4:15 (5.0)
(4.4)
Run 37 :
LIMESTONE (MICRITE/WACKESTONE), gray to dark gray (N 5/-N 4/), strong, very thinly to 3:45 100% 88%
thinly bedded, nodular, fresh, with few to little, laminated to thin, wavy and irregular, Calcareous SILTSTONE interbeds, black (N 2.5/) to greenish black (10Y 2.5/1); locally 3:15 fossiliferous in LIMESTONE (WACKESTONE) beds, trace irregular calcite filled fractures, 2:45 strong HCI reaction 233.4,234.1,235.6ft: BJ, 30-40°, UR-PS, T-0, B-F, II-IV 573.1 236.5 3:00 233.6,234.8ft: J, 40°, PR-PS, T-PO, B-C, II-III 5.0 3:30 (5.0)
(5.0)
Run 38
~
235.9-236.2ft: FZ, 15-30°, SR, MO, K, IV 100% 100%
240.6ft: BJ, 35°, PS, T-PO, B, II 3:00 3:15 3:15 568.1 241.5 3:30 5.2 3:00 (5.2)
(4.7)
Run 39 D
242.3-242.8ft: FZ, 30-50°, SR, P0-0, K, IV 3:45 100% 90%
245.2ft: SH, 40°, PL, T, C, II 3:00 3:00 564.1 245.5 3:00/1.2 CALCAREOUS SILTSTONE, greenish black (10Y 2.5/1) to dark gray and very dark gray (N 562.9 246.7 4/-N 3/), weak to strong, laminated to very thinly bedded, fresh, with little to some, 5.0 3:00 (4.8)
(4.8)
Run 40 laminated to thin LIMESTONE (MICRITE) interbeds, gray (N 5/); strong HCI reaction 96%
96%
(Lincolnshire Formation-Fieanor Member-Unit B) 2:00 247.2-247.4ft: J, 10°, PR, PO, K, Ill, 0.2' Core loss (mechanical break/blocked off) 2:00 2:00 2:00 557.9 251.7 557.1 252.5 0.8 4:30/0.8 (0.6)
(0.0)
Run 41 251.7-252.8ft: FZ, 10-20°, PR-SR, P0-0, B-C, Ill (Mostly mechanical breaks) 4.2 1:00/0.2 75%
0%
Run 42 253.3ft: 30°, PS, T, B, II (4.2) 1(3.8) 5:30 555.4 254.1ft: J, 50°, PR, PO, B, II, with calcite mineralization 254_2 2:45 100% 90%
CALCAREOUS SILTSTONE, dusky red (2.5YR 3/2) and very dusky red (2.5YR 2.5/2) to 2:00 L3-71 reddish black (2.5YR 2.5/1) and locally dark greenish gray (5GY 4/1) to greenish black (5GY 2.5/1-10Y 2.5/1), weak to medium strong and strong, laminated to very thinly bedded, locally 3:00 552.9 256.7 with thickly bedded appearance, fresh, with few to little laminated to thin LIMESTONE 552.1 257.5 0.8 2:30/0.8 (0.7)
(0.4)
Run 43 (MICRITE) interbeds, dark gray (N 4/) to dark greenish gray (10Y 4/1); slightly to strongly 4.2 1:15/0.2 88%
50%
Run 44 bioturbated with vertical and horizontal burrows, trace calcite filled pits and burrows, strong 3:45 (4.2) 1(4.2)
HCI reaction 2:45 100% 100%
257.0ft: J, 20°, SR, PO, B, II, 0.1' Core loss; likely mechanical break
?*~n Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-537 of 706
GEOTECHNICAL CORING LOG a me SHEET 5 OF 6 BECHTEL PROJECT NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 COUNTY: Roane, TN I GEOLOGIST: J. Howard SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: A. Martin/D. Rhodes Boring Orientation BORING NO.:
MP-416 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-55 (C)
Inclination: Vertical GROUND ELEV.:
809.6 ft (NAVD88) NORTHING:
569,978 US ft (NAD83) EASTING: 2,447,520 US ft (NAD83) Azimuth:
NA TOTAL DEPTH: 321.7 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (ID): 140-lb Auto (163745)
DATE STARTED:
6/6/13 COMPLETED: 6/23/13 I CASING DEPTH: 65.8 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 254.7,257.3ft: BJ, 30-40°, PS/PR, T, B, II 3:00 547.9 261.7 256.6ft: SH, 40°, PL, VT, C, II 5.0 2:15 (5.0)
(5.0)
Run 45 CALCAREOUS SILTSTONE, dusky red (2.5YR 3/2) and very dusky red (2.5YR 2.5/2) to 100% 100%
reddish black (2.5YR 2.5/1) and locally dark greenish gray (5GY 4/1) to greenish black (5GY 2:45 2.5/1-10Y 2.5/1), weak to medium strong and strong, laminated to very thinly bedded, locally 2:30 with thickly bedded appearance, fresh, with few to little laminated to thin LIMESTONE (MICRITE) interbeds, dark gray (N 4/) to dark greenish gray (10Y 4/1); slightly to strongly 2:45 bioturbated with vertical and horizontal burrows, trace calcite filled pits and burrows, strong 3:00 HCI reaction (continued) 542.9 266.7 5.0 2:15 (5.0)
(5.0)
Run 46 100% 100%
2:15 2:30 2:30 3:00 537.9 271.7 5.0 3:00 (5.0)
(5.0)
Run 47 274.8ft: J, 60°, PS, T, B, II 100% 100%
276.4ft: BJ, 30°, PS, T, B, II 2:45 3:00 3:15 3:45 532.9 276.7 532.2 277.4 0.7 2:15/0.7 (0.7)
(0.0)
Run 48 276.9ft: BJ, 30°, PS, PO, C, II 4.3 1:15/0.3 100%
0%
Run 49 277.1-277.4ft: FZ, 30°, PS, PO, C, Ill (4.3) 1(3.7) 3:45 277.4-277.5ft: FZ, 30°, PR, PO, C, Ill (mechanical break) 3:15 279.1,280.3ft: BJ, 30°, PRIPS, T, B, II 100% 86%
280.6-280.7,281.3-281.4ft: FZ, 30°, PS/PR, P0-0, K, II 3:00 3:15 527.9 281.7 5.0 5:15 (5.0)
(5.0)
Run 50 282.0,282.8ft: SH, 30°, PL, T, C, II 100% 100%
4:00 3:45 3:15 4:00 522.9 286.7 5.0 4:15 (5.0)
(5.0)
Run 51 100% 100%
2:30 2:15 2:30 3:15 517.9 291.7 5.0 3:15 (5.0)
(5.0)
Run 52 100% 100%
2:15 2:15 2:30 2:45 512.9 296.7 5.0 3:30 (5.0)
(4.9)
Run 53 298.1,299.6,299.7ft: BJ, 30°, PS, T, B, II 100% 98%
2:45 2:45 2:30 3:00 507.9 301.7 5.0 3:00 (5.0)
(5.0)
Run 54 100% 100%
2:30 2:30 2:45 3:00 502.9 306.7 5.0 3:15 (5.0)
(4.8)
Run 55 307.9ft: J, 50°, PR, VT, A, I 100% 96%
308.3,310.1,311.0,311.3ft: BJ, 30°, PS, T, B, II 3:15 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-538 of 706
GEOTECHNICAL CORING LOG a me SHEET 6 OF 6 BECHTEL PROJECT NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 COUNTY: Roane, TN I GEOLOGIST: J. Howard SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: A. Martin/D. Rhodes Boring Orientation BORING NO.:
MP-416 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-55 (C)
Inclination: Vertical GROUND ELEV.:
809.6 ft (NAVD88) NORTHING:
569,978 US ft (NAD83) EASTING: 2,447,520 US ft (NAD83) Azimuth:
NA TOTAL DEPTH: 321.7 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (ID): 140-lb Auto (163745)
DATE STARTED:
6/6/13 COMPLETED: 6/23/13 I CASING DEPTH: 65.8 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 3:00 CALCAREOUS SILTSTONE, dusky red (2.5YR 3/2) and very dusky red (2.5YR 2.5/2) to
=...c.-
3:15 reddish black (2.5YR 2.5/1) and locally dark greenish gray (5GY 4/1) to greenish black (5GY 2.5/1-10Y 2.5/1), weak to medium strong and strong, laminated to very thinly bedded, locally 4:00 497.9 311.7 with thickly bedded appearance, fresh, with few to little laminated to thin LIMESTONE 5.0 3;45 (5.0)
(4.8)
Run 56 (MICRITE) interbeds, dark gray (N 4/) to dark greenish gray (10Y 4/1); slightly to strongly 100% 96%
bioturbated with vertical and horizontal burrows, trace calcite filled pits and burrows, strong 2:30 HCI reaction (continued) 3:00 312.3ft: J, 50°, PR, T-PO, C, Ill, with calcite mineralization
--c-...c.-
312.3,312.4,312.5ft: BJ, 30°, T, C, II 3:00 3:30 492.9 316.7 5.0 4:15 (4.6)
(4.1)
Run 57 316.8-317.0ft: FZ, 10°, PR, PO, K, II (mechanical break) 92%
82%
317.0ft: J, 60°, PR, VT-PO, A, I 3:30 319.8,320.4ft: J, 45-50°, PR, T-PO, B, II 3:00 319.8,320.4,320.5ft: BJ, 30°, PR, T, B, II 3:30
-'-=-
321.1ft: SH, 30°, PL, T, C, II 2:45 487.9 321.7 487.9 Boring and coring terminated at 321.7 feet.
Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-539 of 706 321.7