ML19030A647
| ML19030A647 | |
| 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: ML19030A647 (10) | |
Text
MP-426 -Box 17 ll 'EC /JIWJECT 6461' 13 1072 IJORI'16 flf-LfZh
'In~ __f1:__
IJEI'TH 751.3 If!) TO _2-":1-2.3 (ft) 7l:l Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-671 of 706 I~UN IN TE I~V~ll!!l HEC ( ft) _ J%! R D_lfll
{%)
41 : 2_5:t3 ~ 2{,2 '(s 0 ) - S.O(tro%)5.o'{;oorv)
. 50* Z62.3 -261-3(.o~- 5.o'( !oOio) S-O(toofo) 51 : 2~'1 T-212.3{5 o_')- 4. ~J18"/~ 4. 'Tf 1 B"/c.) T D
a me BECHTEL NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee BORING NO.:
MP-428 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: J. Howard DRILLER: L. Carter/J. Rosser Boring Orientation DRILL MACHINE: CME-750X (P)
Inclination: Vertical GROUND ELEV.:
803.8 ft (NAVD88) NORTHING:
570,756 US ft (NAD83) EASTING: 2,448,682 US ft (NAD83)
Azimuth:
NA TOTAL DEPTH: 250.7 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 (323438)
DATE STARTED: 9/26/13 I COMPLETED: 9/29/131 HOLE DIA.: 4" ELEV.
(ft) 803.8 tsU6.ts 800.0 797.8 795.3 792.8 790.3 787.3 784.7 779.8 774.8 DEPTH BLOW COUNT BLOWS PER FOOT (ft) 0.5ft 0.5ft 0.5ft 0
20 40 60 Ground Surface u.u WOH 4
3
~H 3.8 2
2 3
. Is.
6.0 3-1--7-Hl
- 8.5 4
6 12 jl18 11.0 5
7 10
. ~ 17.
13.5 4
6 8
14 16.5 3
4 5
9 19.1 1
6 6
2" 24.0 50/0.1 29.0 50/0.1 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-672 of 706 I CASING DEPTH: 40.9 ft I CORE SIZE:HQ3 I BITS USED: 4" Roller Cone SAMP.
L 80 100 0
SOIL DESCRIPTION AND REMARKS NO.
G 803.8 0.0 SS-1
~
ALLUVIUM/COLLUVIUM: LEAN CLAY (CL), reddish yellow (7.5YR 6/8), medium stiff, moist, low plasticity fines, few to
~
little angular fine gravel sized rock fragments, trace
~
0L\\organics/roots, no HCI reaction (PP=1.5-2.0 tsf)
J-2&
~
ALLuviUMicoU:.uviUM: FAT clA:T(cH)," reddish brown SS-2 1-(5YR 5/4), medium stiff, moist, moderate plasticity, few angular fine to coarse gravel sized rock fragments, no HCI
~
79~r~~o~(!:_P~2~5~.~t~ ____________...r-5Jj_
ss:3 ALLUVIUM/COLLUVIUM: Gravelly FAT CLAY (CH), brown i
(7.5YR 5/4 ), very stiff, moist, moderate plasticity fines, little to l,L95.8 some angular fine to coarse gravel sized rock fragments, no 8.0
~
~-I ~~6D~;61CLEAN CLAY (clj,tirownisll ;ei1aw (1 OY~ ~
=
iS 6/6) to light yellowish brown (10YR 6/4), very stiff, moist, low plasticity fines, few to little fine to coarse sand, no HCI
ss:s iS reaction (PP=3.5-4.5 tsf)
~
~~----------------------13Q RESIDUAL SOIL: FAT CLAY with Gravel (CH), light
~
1-yellowish brown (10YR 6/4), very stiff, moist, low to moderate
~
plasticity fines, little angular fine to coarse gravel sized rock cZ-8~r~~e.!:!!s.J~ ~~~co~r~ ~~*~o__!:l~ ~a~i~ ___ JJ...Sfj_
---ss:7 RESIDUAL SOIL: FAT CLAY (CH), light yellowish brown (10YR 6/4), very stiff to medium stiff, moist, low to moderate
~
plasticity fines, few fine to medium sand, no HCI reaction 1-(PP=2.0-3.0 tsf)
SS-8
~
~
~~---------------------23Q 1-WEATHERED ROCK: LIMESTONE, no sample recovery
. 50/0:
SS-9 ~
Advance casing and begin rock coring at 30.8 feet.
~
~
=
"50/0:1 SS-10 ~
~
773.0 30.8 Soil drilling halted. Log continues on geotechnical coring log Observed water levels:
31.7 ft bgs, AM 9/27113 1-31.3 ft bgs, AM 9/28/13 30.2 ft bgs, AM 9/29/13 28.6 ft bgs, AM 9/30/13 1-1-
a me GEOTECHNICAL CORING LOG Prepared By: MBL Date: 3/5/14 Checked By: JCM Date: 3/5/14 SHEET 1 OF 5 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: L. Carter/J. Rosser Boring Orientation BORING NO.:
MP-428 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-750X (P)
Inclination: Vertical GROUND ELEV.:
803.8 ft (NAVD88) NORTHING:
570,756 US ft (NAD83) EASTING: 2,448,682 US ft (NAD83) Azimuth:
NA TOTAL DEPTH: 250.7 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (I D): 140-lb Auto (323438)
DATE STARTED:
9/26/13 COMPLETED: 9/29/13 I CASING DEPTH: 40.9 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 @ 30.8 ft 773.0 30.8 4.9 3:30 (3.4)
(0.8)
Run 1 i
I.J.U LIMESTONE (MICRITE), gray (N 5/) and bluish gray (5PB 5/1 ), medium strong to weak,
.JU.i 4:45 69%
16%
laminated to thinly bedded, slightly to moderately weathered, interbedded with little to some, laminated to very thin Calcareous SILTSTONE, very dark gray (N 3/), and few very thin to 2:30 thin irregular chert beds, lenses, and nodules (dark gray to black, with calcite filled tensional 3:30
=~9&_ _Jr~c!LJr~ ()lit1cJg_(l_n~ tcJ_ ~d_cJinJJ.)~trcm_[l::l91_re~cticJnjR<Jcl<_d~l_l'o_l"m_<lti_<>n-UI1_it_[)) ____ ~- ~.2 1:28/0.9 768.6 WEATHERED ROCK: LIMESTONE (MICRITE), no core recovery 35.2 768.1 35.7 VOID/SOIL FILLED CAVITY: Sampled as FAT CLAY (CH), reddish yellow (7.5YR 6/8), very N=O SS-11 soft to soft, wet, high plasticity fines, trace to few fine to coarse sand and fine gravel sized
~
angular rock fragments, weak HCI reaction 35.2-35. 7ft: Rod drop during coring Run 1 SS-11: 35.7-37.2ft=1-WOH-WOH (N=WOH)
SS-12A/12B: 39.2-40.5ft=3-18-50/0.3' (N=50/0.3')- (SS-12A=39.2'-39.8'/SS-12B=39.8'-40.5')
N=50/0.3 SS-12A
-~4Q_---------------------------------- -- ~.8 SS-128 WEATHERED ROCK: LIMESTONE (MICRITE), SILTY GRAVEL (GM), dark grayish brown 762.9 40.9 4.9 5:15 (4.9)
(4.1)
Run 2
~
~
2 2._ "10YR 4/2), very dense, wet, fine to coarse gravel, little to some low plasticity fines
,- +/-9*9 100% 84%
LiMESTONE(MTCRITEiMUDS'YONECgrayTo dark gray (N 5T-N47), medium strongtostrong, 4:45 thin to moderately bedded, slightly weathered, interbedded with few to little, laminated to very 3:00 thin Calcareous SILTSTONE, wispy/wavy partings; argillaceous, slight bioturbation/fenestral 3:00 with sparry calcite "bird eyes" and calcite filled pits, strong HCI reaction 31.0,31.1,31.4,31.5,31.7,32.2,32.3,32.6,33.0,33.3,33.4ft: BJ, 30°, PR-PS, P0-0, B-F, II-IV 758.0 45.8 2:45/0.9 33.6-33.9ft: FZ, 30°, mod. weathered, discolored 5.0 6:30 (5.0)
(4.7)
Run 3
~
_7f5..7f5_ _4i.2~L5f.tn:,].O~O,O, Q,£ L ________________________ +/-§.3 3:30 100% 94%
LIMESTONE (MICRITE) with few (WACKESTONE), gray (5Y 6/1) to bluish gray (5PB 5/1),
medium strong to strong, laminated to thinly bedded, fresh, interbedded with few to little, 3:15 laminated to very thin Calcareous SILTSTONE, very dark gray (N 3/), mostly planar to wispy 3:00 bedding, and few to little, very thin to thin chert beds and irregular lenses and nodules (gray to dark gray, with calcite filled tensional fractures orthogonal to bedding); slight bioturbation, 753.0 50.8 2:45 trace calcite filled pits and vugs (separate/non-touching), strong HCI reaction 5.0 3:00 (5.0)
(4.9)
Run 4
~
41.7,44.4,44.9,45.3,45.9ft: BJ, 30°, PR, T, B, II-III 2:00 100% 98%
46.3,46.8,47.9,48.2ft: BJ, 30°, PS, T, B, II 51.9,52.9,53.9,55.0,55.3,55.4ft: BJ, 30°, SL-PS, T-PO, B-C, II 2:00 2:00 748.0 55.8 2:00 5.0 2:30 (5.0)
(5.0)
Run 5
~
2:15 100% 100%
2:30 745.6 58.2
=-- -LiMESTONE(MICRI'rEMlACKESTONE)with Tew(PACkSTONElGRAINSTONEJ,gray (N 6!)---
2:15 to bluish gray (5PB 5/1 ), medium strong to strong, very thinly to moderately bedded, fresh, 743.0 60.8 2:45 fossiliferous, interbedded with few to some, laminated to thin Calcareous SILTSTONE, very dark gray (N 3/), wispy/wavy and irregular to diffuse bedding, and few to little, very thin to thin 5.0 3:45 (4.8)
(2.2)
Run 6
~
chert beds and irregular lenses and nodules (gray to dark gray, with calcite filled tensional 2:45 96%
44%
fractures orthogonal to bedding); slight to locally moderate bioturbation, trace calcite filled pits 2:00 and vugs (separate/non-touching), strong HCI reaction 58.6ft: J, 60°, PR, T, B, II 2:30 59.4,60.3ft: BJ, 30°, PR, T, B, II 4:00 61.0,61.2,61.4,61.5,62.0,62.5,63.0,63.3,63.5,63.9ft: BJ, 30-40°, US, T-PO, B, II 738.0 65.8 64.3ft: BJ, 30°, PS, 0, C, Ill 5.0 4:00 (5.0)
(4.5)
Run 7
~
64.7-64.9,65.1-65.8ft: FZ, 30-40°, P0-0, K, V 3:15 100% 90%
66.2,66.3,66.6ft: BJ, 30°, PS, PO, B, II 66.4ft: J, 60°, SR, PO, B, II 3:00 67.4,69.2ft: BJ, 30°, PR, T-PO, B-C, II-III 2:15 733.0 70.8 2:15 5.0 2:30 (5.0)
(4.3)
Run 8
~
71.8ft: BJ, 30°, PR, PO, B, II 2:15 100% 86%
73.1,74.1,74.2,74.6,74.9,75.0,75.2-75.4ft: BJ, 30°, PS, T-PO, B, II-III 73.8ft: J, 60°, PR, T, C, II, with calcite 3:45 75.1ft: J, 60°, PR, T, B, II 3:00 728.0 75.8 4:30 5.0 4:15 (4.8)
(1.3)
Run 9
=
75.8-77.0ft: FZ(BJ/J), 30°!70°, SR, P0-0, IV 3:30 96%
26%
77.0,78.1,78.3,78.5ft: BJ, 30°, PS-US, T-PO, B-C, II-III 77.5-77.6ft: FZ, 40°, PR, PO, K, IV 3:45 78.5-78.6,78.8-78.9ft: FZ, 30°, K, PO, IV 4:00 79.1,81.5ft: J, 60°, PR-SR, T-PO, B-C, II Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-673 of 706
GEOTECHNICAL CORING LOG a me SHEET 2 OF 5 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: L. Carter/J. Rosser Boring Orientation BORING NO.:
MP-428 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-750X (P)
Inclination: Vertical GROUND ELEV.:
803.8 ft (NAVD88) NORTHING:
570,756 US ft (NAD83) EASTING: 2,448,682 US ft (NAD83) Azimuth:
NA TOTAL DEPTH: 250.7 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (I D): 140-lb Auto (323438)
DATE STARTED:
9/26/13 COMPLETED: 9/29/13 I CASING DEPTH: 40.9 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 5:15
~
79.2,79.4,80.9ft: BJ, 30°, PR, PO, B-C, II-III 723.0 80.8 79.7-79.9,80.2-80.3ft: FZ, 30°, PS, P0-0, K, IV, with calcite 5.0 4:00 (5.0)
(4.9)
Run 10
- ~2Q_---------------------------------- -- !J1.8 1:45 100% 98%
CALCAREOUS SILTSTONE, very dark gray (N 3/), medium strong, laminated to very thinly bedded, fresh, interbedded with little to some, laminated to very thin LIMESTONE (MICRITE),
1:30 gray (N 5/), mostly planar to amorphous and diffuse bedding; strong HCI reaction 1:30 1:45 718.0 85.8 5.0 3:00 (5.0)
(4.9)
Run 11 717.1 82.4,83.0,84.8,85.2ft: BJ, 30°, PS, T, A, I 86.7 100% 98%
~
~---------------------------------------
3:00 LIMESTONE (MICRITE), gray (N 5/), strong, thinly bedded and nodular, fresh, fossiliferous, 3:30 some to little Calcareous SILTSTONE, very dark gray (N 3/); strongly bioturbated, trace calcite 3:30 filled pits, strong HCI reaction 2:15
_71_3,g_---------------------------------- -- ~.9 713.0 90.8 LIMESTONE (MICRITE) with trace fossiliferous (WACKESTONE/PACKSTONE), gray (5Y 5.0 3:00 (5.0)
(3.8)
Run 12 6/1, 2.5Y 6/1) to olive gray (5Y 5/2) and dark gray (2.5Y 4/1 ), strong, laminated to moderately 2:15 100% 76%
bedded, fresh, interbedded with few to some, laminated to very thin Calcareous SILTSTONE, mostly planar to wispy/wavy partings, and trace to few, very thin to thin chert beds, lenses, and 2:15 irregular nodules (light gray to black, with calcite filled tensional fractures orthogonal to 3:00 bedding); locally with slight bioturbation, locally argillaceous, locally with calcite healed fractures at 50-70° to core axis, trace calcite filled pits and sparry calcite "bird eyes", strong 708.0 95.8 5:45 HCI reaction 5.0 7:30 (5.0)
(4.7)
Run 13 91.8-91.9,95.3-95.5ft: FZ, 30°, PS-PR, 0-PO, F, III-IV 90.1,92.5,92.9,94.3,94.4,95.1,95.2,95.5ft: BJ, 30-40°, PS, T, B-C, II-III 5:00 100% 94%
96.7ft: J, 70°, SR, PO, B, II 2:15 96.8,97.0,97.5,97.9,98.6,99.1,99.8,100.3ft: BJ, 30°, PS, T-PO, B, II 2:15 703.0 100.8 2:30 5.0 8:15 (4.8)
(2.9)
Run 14 100.8-101.1ft: FZ, 30-40°, 0, K, V 6:45 96%
58%
101.3,101.9ft: BJ, 30°, US, PO, B,11-111 102.9,103.1ft: BJ, 30°, PR, T, B, II 8:15 103.9-104.2ft: FZ, 30-60°, P0-0, F, IV 7:00 104.5,104.8ft: BJ, 30°, PR, PO, K, IV 698.0 105.8 5:45 5.0 5:30 (5.0)
(4.8)
Run 15 107.2,107.6,107.8,109.0,110.4ft: BJ, 30°, PS, T, B, II 3:30 100% 96%
2:15 2:15 693.0 110.8 3:00 4.9 10:30 (4.9)
(4.6)
Run 16
~
112.3ft: BJ, 30°, PS, T, B, II 4:30 100% 94%
3:45 3:00 688.1 115.7 3:30/0.9 5.0 5:45 (5.0)
(4.6)
Run 17
~
-~7§_---------------------------------- __ 11§.0 100% 92%
LIMESTONE (MICRITE), gray (2.5Y 6/1) to dark gray (2.5Y 4/1 ), strong, laminated to 4:30 moderately bedded, fresh, stylolitic, interbedded with few to little, laminated to very thin 4:15 Calcareous SILTSTONE, mostly planar to wispy/wavy partings, and trace to few, very thin to 4:15 moderate chert beds, lenses, and nodules (light gray to black, with calcite filled tensional fractures orthogonal to bedding); locally with slight bioturbation, locally with calcite healed 683.1 120.7 4:30 fractures at 50-70° to core axis, trace to few calcite filled pits and sparry calcite "bird eyes",
strong HCI reaction 5.0 6:00 (5.0)
(5.0)
Run 18
~
116.0,116.3,117.0,117.4,118.1,118.5ft: BJ, 30°, PS, T, B, II 4:30 100% 100%
116.1ft: J, 80°, UR, T, B, II 3:45 116.8,118.2ft: J, 70°, SR, VT, A, I, with calcite 119.3ft: BJ, 40°, PR, PO, C, Ill 3:00 119.8-119.9ft: FZ, 30°, PR-P0-0, C, V 4:00 119.8ft: J, 70-80°, SR, PO, B, II 678.1 125.7 125.0ft: BJ, 30°, PS, PO, C, Ill 5.0 5:15 (5.0)
(4.2)
Run 19
~
126.7,127.6,127.8,128.2,128.9,129.2,129.7ft: BJ, 30°, PS, T-PO, B-C,11-111 5:15 100% 84%
127.8-128.7,130.0-130.1ft: FZ, 30°, PS, F, Ill Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-67 4 of 706
GEOTECHNICAL CORING LOG a me SHEET 3 OF 5 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: L. Carter/J. Rosser Boring Orientation BORING NO.:
MP-428 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-750X (P)
Inclination: Vertical GROUND ELEV.:
803.8 ft (NAVD88) NORTHING:
570,756 US ft (NAD83) EASTING: 2,448,682 US ft (NAD83) Azimuth:
NA TOTAL DEPTH: 250.7 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (I D): 140-lb Auto (323438)
DATE STARTED:
9/26/13 COMPLETED: 9/29/13 I CASING DEPTH: 40.9 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 2:45
~
LIMESTONE (MICRITE), gray (2.5Y 6/1) to dark gray (2.5Y 4/1 ), strong, laminated to 3:15 moderately bedded, fresh, stylolitic, interbedded with few to little, laminated to very thin 3:45 Calcareous SILTSTONE, mostly planar to wispy/wavy partings, and trace to few, very thin to 673.1 130.7 moderate chert beds, lenses, and nodules (light gray to black, with calcite filled tensional 5.0 4:00 (5.0)
(4.9)
Run 20
~
fractures orthogonal to bedding); locally with slight bioturbation, locally with calcite healed 4:00 100% 98%
fractures at 50-70° to core axis, trace to few calcite filled pits and sparry calcite "bird eyes",
3:45 strong HCI reaction (continued) 131.3,131.9,133.0,133.1,133.8ft: BJ, 30°, PS, T-PO, B-C,11-111 4:45 668.1 135.7 4:15 5.0 5:00 (5.0)
(5.0)
Run 21
~
137.1,138.1,139.4,140.2ft: BJ, 30°, PS, T-PO, B, Ill 3:30 100% 100%
2:30 2:00 663.1 140.7 2:30 5.0 3:00 (5.0)
(5.0)
Run 22
~
141.3, 142.2, 142.6,143.1, 143.7, 144.4ft: BJ, 30°, PS-PR, T-PO, B-C, II-III 2:45 100% 100%
141.7ft: J, 70°, UR, PO, B, II 142.4,143.4ft: J, 75°, PR, VT, A, I, with calcite 2:45 145.2ft: J, 60°, PR, T, B, II 2:15 658.1 145.7 2:15 5.0 2:30 (5.0)
(5.0)
Run 23
~
146.7,147.1, 147.5, 147.9ft: BJ, 30°, PS-PR, T-0, B, II 2:30 100% 100%
148.9,149.5,150.0ft: BJ, 40°, UR, PO, B, II, along stylolites 150.2ft: J, 80°, PR, VT, A, I, with calcite 3:00 3:30 653.1 150.7 4:00 5.0 3:30 (5.0)
(5.0)
Run 24
~
150.7,151.3,151.8,152.5,153.7,154.8,155.4ft: J, 70°, PR, VT, A, I, with calcite 3:30 100% 100%
151.9ft: BJ, 20°, UR, PO, B, Ill, stylolite 152.6ft: BJ, 40°, UR, PO, B, Ill, stylolite 3:30 3:30 648.1 155.7 3:30 5.0 3:00 (5.0)
(4.0)
Run 25 ;
157.1,158.1,159.2,159.5,159.7,160.3,160.5ft: SH/BJ, 30°, SL, PO, B, Ill, with calcite 3:00 100% 80%
157.2ft: J, 75°, PR, VT, A, I 157.5ft: SH, 30°, SL, VT, A, I 2:30 160.6ft: SH/BJ, 40°, SL, PO, C, Ill, with calcite 2:30 643.1 160.7 3:30 5.0 3:15 (5.0)
(2.5)
Run 26 160.7-160.8ft: SZ, 30°, SL-UL, VT, A, I 4:15 100% 50%
160.8ft: SH, 30°, SL, VT, A, I 161.3,162.9,164.3,164.7ft: SH, 30°, SL, T, C,11-111, with calcite 4:00 161.9,162.1,162.3,163.1,163.3,165.1,165.2ft: BJ, 30°, SL-PS, T-PO, B-C, II 6:30 162.5ft: SH/BJ, 30°, SL, PO, T, Ill 5:30 163.3ft: J, 60°, PR, T, C, II 638.1 165.7 3.2 5:00 (3.1)
(1.5)
Run 27
~
166.1,166.2,166.4,166.8,166.9,167.8,168.0ft: BJ, 30°, PS, T-PO, B, II 4:15 97%
47%
168.2,168.5,168.7ft: BJ, 30-40°, SL, T-PO, B, Ill 4:30 634.9 168.9 1.8 9:00/0.2 (1.8)
(1.7)
Run 28 170.1,170.5ft: SH/BJ, 30°, SL, T, C, II 3:00/0.8 100% 94%
170.9ft: SH, 30°, SL, PO, C, II, with calcite 633.1 170.7 3:30 171.7ft: BJ, 30°, PS, B, II 1.4 3:30 (1.4)
(0.7)
Run 29 ~
631.7 172.1 5:45/0.4 100% 50%
3.6 (3.6)
(3.6)
Run 30
~
173.1,174.3ft: BJ, 40°, US-PS, T-PO, B, II 3:00/0.6 4:30 100% 100%
3:45 628.1 175.7 3:45 5.0 4:15 (4.8)
(4.6)
Run 31 +/-:l _fg_7]_---------------------------------- __ 1"7§.1 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-675 of 706
GEOTECHNICAL CORING LOG a me SHEET 4 OF 5 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: L. Carter/J. Rosser Boring Orientation BORING NO.:
MP-428 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-750X (P)
Inclination: Vertical GROUND ELEV.:
803.8 ft (NAVD88) NORTHING:
570,756 US ft (NAD83) EASTING: 2,448,682 US ft (NAD83) Azimuth:
NA TOTAL DEPTH: 250.7 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (I D): 140-lb Auto (323438)
DATE STARTED:
9/26/13 COMPLETED: 9/29/13 I CASING DEPTH: 40.9 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 2:45 96%
92%
LIMESTONE (MICRITE), gray (2.5Y 5/1) to very dark gray (2.5Y 3/1 ), strong, laminated to 2:45 thinly bedded, fresh, interbedded with few to some, laminated to thin Calcareous SILTSTONE, wispy/wavy to irregular and diffuse/amorphous bedding, locally planar beds, and trace to little, 2:30 very thin to thin chert beds, lenses, and nodules (gray to dark gray, with calcite filled tensional 623.1 180.7 2:30 fractures orthogonal to bedding); trace pyrite, strong HCI reaction (continued) 5.0 4:00 (5.0)
(4.8)
Run 32 176.1,177.7,178.7,179.9ft: BJ, 30°, PS, PO, B, II 2:15 100% 96%
182.2,183.7,184.6,185.0ft: BJ, 30°, PS, T, B, II 180.8ft: J, 60°, SR, 0, B, II 2:00 2:00 618.1 185.7 2:00 5.0 3:00 (5.0)
(5.0)
Run 33 186.0ft: J, 60°, SR, PO, C, Ill 2:30 100% 100%
187.2,189.0,189.6ft: BJ, 30°, PS, T, B, II 2:15 2:15 613.1 190.7 2:30 5.0 2:30 (5.0)
(5.0)
Run 34 191.3,192.5,193.3,194.8ft: BJ, 30°, PS, T, B, II 2:00 100% 100%
2:15 2:30 608.1 195.7 2:15 5.0 2:15 (4.7)
(4.2)
Run 35
~
195.3-199.0ft: As above to mostly CALCAREOUS SILTSTONE with some LIMESTONE (MICRITE) and few very thin chert beds and nodules 2:00 94%
84%
195.8-196.1ft: Core loss due to mechanical blockage of core in tools 2:00 198.0ft: BJ, 30°, PS, T, B, II 2:30
=6Q.4§_---------------------------------- __ 1~.0 LIMESTONE (PACKSTONE/GRAINSTONE), bluish gray (5PB 5/1), strong, moderately to 603.1 200.7 2:45 thinly bedded, fresh, fossiliferous, interbedded with little, laminated to very thin Calcareous 5.0 4:15 (5.0)
(4.7)
Run 36 =6 SILTSTONE; strong HCI reaction (Calcite filled 70° joint/fracture noted at 199.2-199.5ft, intact, 100% 94%
602.1 few open pits and vugs with possible gypsum/anhydrite mineralization and trace yellow r__1Q1_]_
1:30 staining around openings; slight hydrogen sulfide/hydrocarbon odor observed) 199.6ft: J, 50°, PR, T, B, II 1:15 201.0,201.5ft: BJ, 30°, PS, P0-0, B-F, II 1:15 CALCAREOUS SILTSTONE, very dark gray (N 3/) to very dark greenish gray (10Y 3/1),
1:45 strong, laminated to very thinly bedded, fresh, interbedded with little to some/mostly, 598.1 205.7 laminated to very thin LIMESTONE (MICRITE), gray (2.5Y 5/1), planar to amorphous and 5.0 2:15 (5.0)
(5.0)
Run 37 diffuse bedding; slight bioturbation, trace calcite filled pits and burrows, strong HCI reaction; 100% 100%
1:30 proportion of limestone increases with depth (Rockdell Formation-Unit C) 1:30 1:30 1:45 593.1 210.7 5.0 2:00 (5.0)
(5.0)
Run 38 210.7-233.9ft: As above to roughly equal proportions of CALCAREOUS SILTSTONE and 100% 100%
LIMESTONE (MICRITE) 1:45 1:15 1:30 1:30 588.1 215.7 5.0 2:00 (5.0)
(5.0)
Run 39 100% 100%
1:45 1:30 2:15 2:45 583.1 220.7 5.0 2:15 (5.0)
(5.0)
Run 40 223.7ft: J, 70°, SR, T-PO, B, II 100% 100%
2:15 2:00 2:00
?*1~
Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-676 of 706
GEOTECHNICAL CORING LOG a me SHEET 5 OF 5 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: L. Carter/J. Rosser Boring Orientation BORING NO.:
MP-428 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-750X (P)
Inclination: Vertical GROUND ELEV.:
803.8 ft (NAVD88) NORTHING:
570,756 US ft (NAD83) EASTING: 2,448,682 US ft (NAD83) Azimuth:
NA TOTAL DEPTH: 250.7 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (I D): 140-lb Auto (323438)
DATE STARTED:
9/26/13 COMPLETED: 9/29/13 I CASING DEPTH: 40.9 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 578.1.
225.
5.0 2:30 (5.0)
(5.0)
Run 41 CALCAREOUS SILTSTONE, very dark gray (N 3/) to very dark greenish gray (10Y 3/1),
strong, laminated to very thinly bedded, fresh, interbedded with little to some/mostly, 100% 100%
2:15 laminated to very thin LIMESTONE (MICRITE), gray (2.5Y 5/1), planar to amorphous and diffuse bedding; slight bioturbation, trace calcite filled pits and burrows, strong HCI reaction; 2:15 proportion of limestone increases with depth (Rockdell Formation-Unit C) (continued) 2:15 2:30 573.1 230.7 5.0 3:30 (5.0)
(5.0)
Run 42 100% 100%
2:00 2:15 569.9 233.9 2:30
~
--- -LiMESTONE(Mic'RrfEiWACKESTONE)with Tew(i::>ACKSTONE7GRAiNSTONE),gray (2.5Y ---
568.1 235.7 3:00 5/1) to bluish gray (5PB 5/1 ), strong, very thinly to moderately bedded and ribbony to nodular, fresh, fossiliferous, interbedded with little, laminated to thin Calcareous SILTSTONE, very dark 5.0 4:45 (5.0)
(4.8)
Run 43
~
gray (N 3/), irregular to wavy and diffuse bedding; slight bioturbation, trace calcite filled pits 2:30 100% 96%
and burrows, strong HCI reaction 2:45 235.0ft: BJ, 30°, PR, T, B, II 2:00 238.2ft: BJ, 30°, UR, T, B, II 563.1 240.7 2:15 5.0 3:15 (5.0)
(5.0)
Run 44
~
242.4ft: J, 45°, PR, T, B, II 2:30 100% 100%
243.3ft: BJ, 30°, UR, PO, B, II 2:45 2:15 558.1 245.7 2:15 5.0 8:45 (4.3)
(4.3)
Run 45
~
245.7-246.4ft: FZ/J, mechanical loss-note time for first foot of run interval; 0.7 core loss 2:00 86%
86%
2:00 2:00 553.1 250.7 2:15 553.1 250.7 Boring and coring terminated at 250.7 feet.
Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-677 of 706
MP-428 -Boxes 1 and 2 AMEC PROJ,CT 6t168 131117?
~JOI?ti'IG
..-. P* 'f2.3 aox_ l_
/JEPTH....:!:._&_Ifi)TO ~(ft) r::
AMEC PRn lriCT 6468 13 107/
SORING ('!\\._?* Lf2.5HUX ___l_
If!) TO _ {. i. ~ (Ill
- ~ _..._,..
-.l...._ _
-. - ~- -- *-,.*.......... *~-~-=~~- -*,...._--
" - -"\\
MP-428 -Boxes 3 and 4 a 111/VG M?lfZ~ox DEPTH ~&5. 8 111JTO f30g (ff)
BORING M P* 'fZ B BOX~
DEPTH_:Q{J*@ (ft)JO q'S".te (ft)
Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-678 of 706
MP-428 -Boxes 5 and 6 MP-428 -Boxes 7 and 8 AMEC 1'/WJECT GI/G/113 11172 110/l/1/G I'll P* 4 28 1l()X _ 7 __
DEPTH ___12_ :::f. 71ft} TO ~
(flJ OIL R
Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-679 of 706
MP-428 -Boxes 9 and 10
!).1'
.1'1
'" It 7 A 0 J(lll If\\.
LINCH RIVER SMI~ PIWJECT._,_.._,"-'-'-'"-'-'--'~tdJimTI~if"ritrnrr-fiif'::Kf~~~~:...:.:..;..:..:.:.:.~~~::~
AM_EC PRbJiCT 6tlfi8 13 10!2 IJORI~G !V{P. '-17.0 BOX ___!Q__
!IORifiG MP. l/ 18 sox_£_
DEPTH ('B S: 7 jft) TO 2f.O 7 (It)
Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-680 of 706
"