ML18003A556
| ML18003A556 | |
| 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: ML18003A556 (9) | |
Text
MP-209 -Boxes 1 and 2 RMR SMR PROJECT ':,~*.~,';"~
J.iMEC PROJECT 6468 13 1072 BORIIIli MP-20'1 BOX_ I __
fJEFTH~_(ft)TO _IE_2___(ffl J4MEC PROJECT 646813 11J72 BORING (liP* W'l BOX_"L _
DEPTH /5.7' (ftjTO 30.7 (ftJ I~\\!!" INTERVAL llll tlE(: (tU - l"A.
fwl'\\ f
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\\.
- \\OOi'.
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Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-290 of 706 HUN IHTERYAL_fftl REC (ftl.: ("Ia} RQD Ut} -1%\\
I 1
~q("&IIJ RAID %7-50."1
- 5. o' /00'}.
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RUN INTERVAL lftl REC !ftr _ f%l HQO Ill\\_ I% I
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- --=-- -~-
BORING MP - 'l.Oq 8 X_1_
DEPTH IO!P 1 (f!) TO 120.1 1 (ft)
Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-291 of 706 RUN INTERVAL !ttl R~Y~
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DEPTH t~S -7 1
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VEPTH _t5.Q.::z!...._{tttTO ~1\\'! l Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-292 of 706 J~UN INTERVAL (It\\ REC (ft\\ -t'lol RQO (It\\- !%1 Rv(2.'>
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MP-209 -Boxes 13 and 14 MP-209 -Box 15 Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-293 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-210 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: M. Flanik DRILLER: J. Landeros/N. Molinalara Boring Orientation DRILL MACHINE: CME-550X (P)
Inclination: Vertical GROUND ELEV.:
809.9 ft (NAVD88) NORTHING:
571,019 US ft (NAD83) EASTING: 2,448,051 US ft (NAD83)
Azimuth:
NA TOTAL DEPTH:
174.4ft 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: 8/6/13 I COMPLETED: 8/15/131 HOLE DIA.: 4" ELEV.
(ft) 809.9 tsU:,).:,)
806.5 803.9 801.5 799.5 796.5 791.5 788.3 DEPTH BLOW COUNT BLOWS PER FOOT (ft) 0.5ft 0.5ft 0.5ft 0
20 40 60 Ground Surface u.u 4
3 3
3.4 2-1--3- ~ 6 6.0 WOH WOH ~2 8.4 WOH 2
1 3
10.4 WOH 1
2 3
13.4 1
1 2
3 18.4 2
7 6
21.6 50/0.1 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-294 of 706 I CASING DEPTH: 21.5 ft I CORE SIZE:HQ3 I BITS USED: 4" Roller Cone SAMP.
L 80 100 0
SOIL DESCRIPTION AND REMARKS NO.
G 809.9 0.0 SS-1
~
FILL: LEAN CLAY (CL), light brown (7.5YR 6/4), medium stiff, dry, low plasticity fines, few fine angular gravel and
~
coarse sand, few organics, strong HCI reaction
~~----------------------3Q
ss:2 FILL: Gravelly FAT CLAY (CH), light bluish gray (58 7/1),
I medium stiff, moist, moderate to high plasticity fines, some rg-04 4 fine to coarse angular gravel, trace coarse sand, trace 55
ss:3 f-0----'>._organics. strong HCI reaction (PP=1.25 tsf)
J--"'"
FiLCF"ftrciAv (cHT. iiQhl yeilawiSh b"rawil(2.sv 6/3f:very soft, moist, high plasticity fines, few fine subrounded to angular gravel, trace coarse sand, no HCI reaction (PP=0.5
~
tsf)
SS-4 8.4ft: As above to yellowish brown (10YR 5/6), soft, few fine
~
1-to coarse subangular to angular gravel, no sand, (PP=1.0 tsf)
ss:s 10.4ft: As above to brownish yellow (10YR 6/6), few angular coarse sand (PP=0.25 tsf)
~
SS-6 13.4ft: As above to weak red (10R 4/4), little fine to coarse
~
angular gravel, few coarse angular sand (PP=0.5 tsf)
I-
~
SS-7
~
18.4ft: As above to weak red (10R 5/4) and brownish yellow (10YR 6/8), mottled, stiff, few fine angular gravel and
~89.4 medium to coarse sand, no to weak HCI reaction (PP=1.25 _1_0,§,
~~
I
~
'~*'WEATHERED-ROCK:- -cAcCAREOUs-SiLTSTCi<E:r sampled as SILTY GRAVEL (GM), weak red (5R 4/2), very dense, moist, fine to coarse subangular gravel, little non-plastic fines, strong HCI reaction I-Soil drilling halted. Log continues on geotechnical coring log Observed water levels:
36.2 ft bgs, AM 8/8/13 32.7 ft bgs, AM 8/13/13 33.3 ft bgs, AM 8/14/13 32.7 ft bgs, AM 8/15/13 I-I-
I-I-
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-210 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-550X (P)
Inclination: Vertical GROUND ELEV.:
809.9 ft (NAVD88) NORTHING:
571,019 US ft (NAD83) EASTING: 2,448,051 US ft (NAD83) Azimuth:
NA TOTAL DEPTH:
174.4 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (I D): 140-lb Auto (337153)
DATE STARTED:
8/6/13 COMPLETED: 8/15/13 I CASING DEPTH: 21.5 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 @21.7ft 788.2 21.7 2.0 8:11 (2.0)
(0.5)
Run 1 IOO.L CALCAREOUS SILTSTONE, dusky red (7.5R 3/4, 2.5YR 3/2) with trace pale green (5G 100% 25%
6/2), grading to very dark greenish gray (10Y 3/1), weak to medium strong, laminated to 4:25 786.2 23.7 very thinly bedded, locally with moderately to thickly bedded appearance, slightly weathered 5.0 7:50 (5.0)
(4.2)
Run 2 to fresh, interbedded with few to little, mostly laminated to thin LIMESTONE 100% 84%
(MICRITErWACKESTONE), greenish gray (10Y 5/1) to dark gray (N 4/) and dark greenish 3:57 gray (10Y 4/1); moderate to strong bioturbation, strong HCI reaction (Lincolnshire 3:11 Formation-Fieanor Member-Unit B) 3:08 22.0ft: J, 45°, PR, T-PO, B, Ill 22.4,22.5,22.7,23.3ft: BJ, 30°, PS-PR, 0, B, III-IV 3:52 781.2 28.7 24.1-24.4,24.6-24.9ft: FZ, 30-85°, PS-PR, 0, B,11-111 5.0 6:52 (5.0)
(4.3)
Run 3 26.5ft: J, 60°, SR, B, T, IV 100% 86%
27.6ft: BJ, 30°, PS, B, T, Ill 5:48 29.2-29.4ft: FZ, 30-35°, SR-PS, 0, B, Ill 5:27 30.4ft: J, 55°, PR, T-PO, C, Ill, with trace calcite 30.7-31.1ft: FZ, 30-85°, PS-US, T-0, F, IV 5:45 32.4-32.7ft: FZ, 30° and 55°, PR, B, Ill 4:25 776.2 33.7 5.0 5:53 (4.9)
(4.0)
Run 4 34.0,34.1,34.3ft: BJ, 30-35°, PS, T, B, 11-11 2:47 98%
80%
35.1-35.4ft: FZ, 30° and 55°, PS, T-PO, B-C, III-IV 36.9-37.2ft: FZ, 40-60°, VT-T, B, IV 2:25 38.2ft: Lost circulation 2:02 2:57 771.2 38.7 5.0 2:56 (4.9)
(4.0)
Run 5 38.7-39.0ft: J, 60°, SR, 0, D, Ill 98%
80%
40.3,41.8ft: BJ, 35° and 25°, PS, T, B, Ill 2:27 40.1-40.3ft: J, 60°, VT, A, I 2:26 42.9-43.6ft: FZ, 30-35°, PS, T-PO, B-C, IV 2:16 2:16 766.2 43.7 5.0 3:13 (4.9)
(3.7)
Run 6 45.2-46.0ft: FZ, 30-40°, SR-PS, T-0, L, V 98%
74%
48.8-48.9,53.4-53.7ft: mechanical abrasion, slight core loss 2:46 3:39 2:20 1:48 761.2 48.7 5.0 5:12 (4.9)
(4.1)
Run 7 51.3-51.6ft: FZ, 30° and 60°, PS-SR, T-PO, B, II 2:44 98%
82%
52.7-53.0ft: FZ, 30-60°, PS-SR, T-PO, B, II 53.5ft: J, 20°, PR, T-PO, B, II 2:44 2:16 3:58 756.2 53.7 5.0 5:30 (4.9)
(4.4)
Run 8 54.8,55.2,56.2,56.3ft: BJ, 30-35°, PR, T, B-C,11-111 98%
88%
56.3ft: J, 60°, PR, T, C, Ill, with calcite 3:15 56.6-56.8ft: J, 50°, VT, A, I, with calcite, spaced at about 0.1' 4:54 56.2-57.2ft: As above with LIMESTONE (WACKESTONE), dark gray (N 4/) to very dark 2:57 greenish gray (1 OY 3/1 ), moderately bedded 4:31 751.2 58.7 5.0 4:18 (5.0)
(5.0)
Run 9
- 59. 1ft: J, 55°, SR, PO-VT, B, II 100% 100%
62.4ft: J, 60°, PR, T-PO, C, Ill 4:04 3:24 3:28 3:37 746.2 63.7 5.1 4:12 (5.1)
(4.8)
Run 10 100% 94%
L.
2:19
~
_7+/-_41._---------------------------------- -- §§.7 741.1 2:12 2:33 2:55/1.1 68.8 5.0 3:37 (5.0)
(5.0)
Run 11 100% 100%
Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-295 of 706 CALCAREOUS SILTSTONE, very dark greenish gray (10Y 3/1) and dark gray (N 4/) to greenish black (10Y 2.5/1), with trace dusky red (2.5YR 3/2), medium strong to strong, laminated to thinly bedded, fresh, interbedded with little to some laminated to thin LIMESTONE (MICRITErWACKESTONE), gray to dark gray (N 5/-N 4/), with trace thin chert nodules (dark gray to very dark gray); slight to moderate bioturbation, trace calcite filled pits and burrows, weak to strong HCI reaction
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-210 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-550X (P)
Inclination: Vertical GROUND ELEV.:
809.9 ft (NAVD88) NORTHING:
571,019 US ft (NAD83) EASTING: 2,448,051 US ft (NAD83) Azimuth:
NA TOTAL DEPTH:
174.4 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (I D): 140-lb Auto (337153)
DATE STARTED:
8/6/13 COMPLETED: 8/15/13 I CASING DEPTH: 21.5 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 2:42 CALCAREOUS SILTSTONE, very dark greenish gray (10Y 3/1) and dark gray (N 4/) to 2:19 greenish black (10Y 2.5/1), with trace dusky red (2.5YR 3/2), medium strong to strong, laminated to thinly bedded, fresh, interbedded with little to laminated to thin 2:25 some LIMESTONE (MICRITENVACKESTONE), gray to dark gray (N 5/-N 4/), with trace thin chert 2:34 736.1 73.8 nodules (dark gray to very dark gray); slight to moderate bioturbation, trace calcite filled pits 5.0 3:22 (5.0)
(4.6)
Run 12 and burrows, weak to strong HCI reaction (continued) 100% 92%
67.2,67.5,71.7ft: BJ, 30-35°, PR-UR, T-PO, B, II 2:39 73.8-74.2ft: FZ, 0-35°, PS-SR, 0-PO, G, II 2:36 76.8ft: J, 40°, SR, T-PO, B, II 2:23 2:24 731.1 78.8 5.0 4:23 (4.9)
(4.8)
Run 13 82.4ft: SH, 30°, PL, T, C, I, with calcite 98%
96%
82.5ft: J, 60°, PR, T, B, II 2:17 82.6ft: BJ, 30°, PR-SR, 0, C, II, slight mechanical abrasion, slight core loss 2:13 2:25 2:21 726.1 83.8 5.0 3:05 (5.0)
(5.0)
Run 14 85.9ft: J, 45°, VT, A, II 100% 100%
1:57 85.6-85.9ft: As above with LIMESTONE (WACKESTONE/PACKSTONE), greenish gray (10Y 1:49
_ ~2,g_ ~611_),_fe\\,\\/ f()SsiiS._fe~ (;ClrtJoll9~ ci<Js~ ______________________ §"7.0 1:48
~
CALCAREOUS SILTSTONE, dusky red (5R 3/4, 2.5YR 3/2) to reddish black (2.5YR 2.5/1 ),
1:59 medium strong to strong, laminated to very thinly bedded, locally with moderately to thickly 721.1 88.8 5.0 4:27 (5.0)
(5.0)
Run 15 bedded appearance, fresh, interbedded with few to little, laminated to thin LIMESTONE (MICRITENVACKESTONE), pale green (5G 7/2) to grayish green (5G 4/2), trace fossils; 100% 100%
2:26 moderate to strong bioturbation, strong HCI reaction 90.2ft: J, 75°, T, A, IV 2:13 2:14 1:59 716.1 93.8 5.0 4:58 (4.7)
(4.7)
Run 16 93.8-94.1,94.4-94.5,97.0ft: Mechanical abrasion, slight core loss 94%
94%
2:54 2:17 4:01 2:39 711.1 98.8 5.0 4:40 (5.0)
(4.5)
Run 17 98.8-99.0ft: Mechanically reduced to rubble 2:30 100% 90%
99.3ft: J, 45°, VT, A, IV 101.8,102.0ft: BJ, 35°, PR, T-PO, B, II 1:42 101.9ft: J, 50-90°, SR, PO, B, Ill 2:16 100.7-101.0ft: As above with LIMESTONE (WACKESTONE), few siltstone and carbonate clasts, few fossils 2:50 101.6-102.0ft: As above with LIMESTONE (WACKESTONE), few siltstone and carbonate 706.1 103.8 5.0 3:43 (5.0)
(4.8)
Run 18 clasts, few fossils 100% 96%
2:14 2:21 2:27
_7Q.2&_---------------------------------- __ 1QZ.4 2:40
~
LIMESTONE (PACKSTONE/GRAINSTONE), dark greenish gray (10Y 4/1), strong, laminated 701.1 108.8 to moderately bedded, fresh, with little laminated Calcareous SILTSTONE partings and very 5.0 3:35 (5.0)
(5.0)
Run 19 ~
700 1 thin scattered clasts, dusky red (2.5YR 3/2); strong HCI reaction 109 8 2:08 100% 100%
~- '-- 1 107.6,107.7,107.9ft: J, 40-50°, PR-SR, T-VT, A, I, with calcite r- -*
2:29 I 107.7,107.9tt; BJ, 30°, PR, T, B, U i
11_(l_9~ft:_J,_§Q_, './T,_A,_I,~Itll_ ~ICI!e _____________________ J 2:31 CALCAREOUS SILTSTONE, very dusky red (2.5YR 2.5/2) to reddish black (2.5YR 2.5/1 ),
grading to greenish black (10Y 2.5/1), medium strong to strong, laminated to very thinly 2:26 696.1 113.8 bedded, locally with moderately to thickly bedded appearance, fresh, interbedded with trace to 5.0 3:37 (5.0)
(5.0)
Run 20 few, grading to few to little laminated to very thin LIMESTONE (WACKESTONE), gray (N 6/-N Ll-9 100% 100%
5/) and greenish gray to dark greenish gray (10Y 6/1-4/1), trace fossils; moderate to strong 2:04 bioturbation, strong HCI reaction 1:59 118.1ft: J, 60°, PR, T-PO, C, Ill 2:38 3:15 691.1 118.8 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-296 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-210 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-550X (P)
Inclination: Vertical GROUND ELEV.:
809.9 ft (NAVD88) NORTHING:
571,019 US ft (NAD83) EASTING: 2,448,051 US ft (NAD83) Azimuth:
NA TOTAL DEPTH:
174.4 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (I D): 140-lb Auto (337153)
DATE STARTED:
8/6/13 COMPLETED: 8/15/13 I CASING DEPTH: 21.5 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 4:37 (5.0)
(5.0)
Run 21 CALCAREOUS SILTSTONE, very dusky red (2.5YR 2.5/2) to reddish black (2.5YR 2.5/1 ),
3:16 100% 100%
grading to greenish black (10Y 2.5/1), medium strong to strong, laminated to very thinly bedded, locally with moderately to thickly bedded appearance, fresh, interbedded with trace to 2:54 few, grading to few to little laminated to very thin LIMESTONE (WACKESTONE), gray (N 6/-N 5/) and greenish gray to dark greenish gray (10Y 6/1-4/1), trace fossils; moderate to strong 3:07 bioturbation, strong HCI reaction (continued) 3:12 686.1 123.8 5.0 4:15 (5.0)
(4.7)
Run 22 118.9, 119.0, 120.0, 120.9, 123.3, 123.4ft: Mechanical breaks with minor core loss 100% 94%
123.5ft: J, 60°, PR, T-PO, B, II 2:06 2:03 2:01 2:08 681.1 128.8 5.0 4:33 (5.0)
(3.7)
Run 23 128.8,128.9,129.0,132.2,132.4,132.7,133.3,133.4ft: BJ, 25-30°, PR-SR, T-0, B, II 100% 74%
128.5-128.6, 128.8, 129.0, 132.6, 132.7, 133.2-133.5ft: Mechanically broken 1:59 130.0ft: J, 45°, T, A, II 1:53 1:58 2:18 676.1 133.8 5.0 3:53 (4.8)
(4.8)
Run 24 133.8-134.1ft: Mechanical abrasion, slight core loss 96%
96%
2:50 2:31 2:25 2:22 671.1 138.8 5.0 4:12 (5.0)
(5.0)
Run 25 140.2ft: J, 60°, PR, PO-VT, C, IV 2:10 100% 100%
142.3ft: BJ, 30°, PR, T-PO, B, II 2:39 2:48 2:51 666.1 143.8 5.0 4:04 (5.0)
(5.0)
Run 26 100% 100%
2:29 1:57 2:07 2:03 661.1 148.8 4.9 3:18 (4.9)
(4.6)
Run 27 149.0-149.1ft: BJ, 30°, PR-SR, PO, B, II, slight core loss 100% 94%
2:12 2:13
--* -~7&_---------------------------------- __ 1g3 2:28
~
CALCAREOUS SILTSTONE, greenish black (10Y 2.5/1) to black (N 2.5/), medium strong to 656.2 153.7 2:21/0.9 strong, laminated to very thinly bedded, locally with moderately bedded appearance, fresh, 5.3 4:22 (5.3)
(5.0)
Run 28 interbedded with few to little, laminated to very thin LIMESTONE (MICRITE), dark gray (N 4/),
100% 94%
trace fossils; slight bioturbation, strong HCI reaction 2:43 152.7ft: J, 60°, VT, A, I 2:57 156.1-156.2,156.9-157.4ft: FZ, 30-75°, PS-PR, T-0, B-C, II, possibly mechanically induced 4:54 4:02 650.9 159.0 5.3 1:38/0.3 (5.3)
(4.9)
Run 29 5:10 100% 92%
-649.4 2:38 160.5 2:08
~
LIMESTONE (MICRITE), gray (N 5/), strong, thinly bedded to nodular, fresh, with little, 647.9 laminated to very thin Calcareous SILTSTONE, very dark gray (N 3/); strong HCI reaction 162.0 2:01
~-- \\~ll(;O_In~i_l"!l ~oi"ITI<Jti()ll~i<ls()llll/le_rn~r-_UI1_it~) _ ______________ j --
3:06/1.3 LIMESTONE (MICRITE/WACKESTONE), gray (N 6/-N 5/) to dark gray (N 4/), strong, 645.6 164.3 laminated to thinly bedded, locally nodular, fresh, fossiliferous, interbedded with few to some, 5.1 4:13 (4.9)
(4.6)
Run 30
~
laminated to very thin Calcareous SILTSTONE, very dark gray (N 3/) to very dark greenish 2:21 96%
90%
gray and greenish black (10Y 3/1-2.5/1) with little reddish black (2.5YR 2.5/1), and trace very thin to thin chert beds, lenses, and nodules (very dark gray); slight to moderate bioturbation, 2:16 trace calcite filled pits and burrows, trace sparry calcite "bird eyes", locally argillaceous, strong HCI reaction Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-297 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-210 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-550X (P)
Inclination: Vertical GROUND ELEV.:
809.9 ft (NAVD88) NORTHING:
571,019 US ft (NAD83) EASTING: 2,448,051 US ft (NAD83) Azimuth:
NA TOTAL DEPTH:
174.4 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (I D): 140-lb Auto (337153)
DATE STARTED:
8/6/13 COMPLETED: 8/15/13 I CASING DEPTH: 21.5 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 2:07
~
LIMESTONE (MICRITE,WACKESTONE), gray (N 6/-N 5/) to dark gray (N 4/), strong, 2:35/1.1 laminated to thinly bedded, locally nodular, fresh, fossiliferous, interbedded with few to some, 640.5 169.4 laminated to very thin Calcareous SILTSTONE, very dark gray (N 3/) to very dark greenish 5.0 4:34 (5.0)
(5.0)
Run 31
~-
gray and greenish black (10Y 3/1-2.5/1) with little reddish black (2.5YR 2.5/1), and trace very 2:44 100% 100%
thin to thin chert beds, lenses, and nodules (very dark gray); slight to moderate bioturbation, 2:22 trace calcite filled pits and burrows, trace sparry calcite "bird eyes", locally argillaceous, strong HCI reaction (continued) 2:37 164.0,164.1ft: BJ, 30°, PR, PO, B, II 2:26 163.6ft: BJ, 30°, PR, PO, B, II, slight mechanical abrasion 635.5 174.4 635.5 164.2ft: J, 55°, PR, T-PO, B, II r~
164.4ft: J, 20°, SR, 0, B, II 166.0ft: J, 50°, VT, A, I, with calcite 172.8-173.3ft: FZ, 40-70°, VT, A, I, with calcite Boring and coring terminated at 174.4 feet.
Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-298 of 706