ML18003A678
| ML18003A678 | |
| 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: ML18003A678 (9) | |
Text
GEOTECHNICAL CORING LOG a me SHEET 2 OF 2 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-220 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-55 (C)
Inclination: Vertical GROUND ELEV.:
813.2 ft (NAVD88) NORTHING:
571,147 US ft (NAD83) EASTING: 2,448,232 US ft (NAD83) Azimuth:
NA TOTAL DEPTH:
101.3 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (ID): 140-lb Auto (163745)
DATE STARTED:
7/19/13 COMPLETED: 7/22113 I CASING DEPTH: 23.7 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 6:15 100% 100%
CALCAREOUS SILTSTONE, dusky red (2.5YR 3/2), medium strong to strong, laminated to
.C.."""C"-
thinly bedded, locally with moderately bedded appearance, slightly weathered to fresh, 5:00 interbedded with few to little, mostly laminated to thin, locally to moderately bedded, 4:15 LIMESTONE (WACKESTONE/MICRITE), bluish gray (5PB 6/1) to greenish gray (10Y 5/1);
mod. to strongly bioturbated, strong HCI reaction (Lincolnshire Formation-Fieanor 6:00 731.9 81.3 Member-Unit B) (continued) 5.0 5:30 (5.0)
(5.0)
Run 12 86.0ft: BJ, 30°, PL, PO, B, II L2-36 3:45 100% 100%
D
_"@.0&_---------------------------------- -- !g.6 LIMESTONE (WACKESTONE/MICRITE), greenish gray (1 OY 6/1 ), strong, very thinly to thinly 4:15 bedded, fresh, interbedded with little laminated to thin Calcareous SILTSTONE, dark greenish 4:15 gray (10Y 3/1); strong HCI reaction 726.9 86.3 4:30 726.9 86.3 5.0 6:30 (5.0)
(5.0)
Run 13
-CALCAREOUS-s II. fSfONE-;- Clark greenish -gray-( 1Qy 371 f strong-;- laminated to tilirlly-- -
100% 100%
bedded, fresh, interbedded with little, mostly very thin to thin, locally moderately bedded, 4:00 LIMESTONE (WACKESTONE/MICRITE), greenish gray (10Y 6/1) to dark olive gray (5Y 3/2);
""C"=-
4:00 slight bioturbation, strong HCI reaction 6:00 90.9ft: BJ, 30°, PS, T, B, II 6:00 721.9 91.3 5.0 8:00 (5.0)
(5.0)
Run 14 93.3ft: BJ, 30°, PS, T, B, II 100% 100%
6:45
.C..""C"-
5:00 7:00 5:45 716.9 96.3 5.0 8:30 (5.0)
(5.0)
Run 15 100.3ft: BJ, 30°, PS, T, B, II 100% 100%
6:30
=-'--
6:30 6:00 8:00 711.9 101.3 711.9 101.3 Boring and coring terminated at 101.3 feet.
Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-371 of 706
AMEC PROJECT 646813 1072 BORING 1"?*'1-t O BOX _
_ I _
RUN INT ERV~L,_J ftl REC lf!l.=j'Y.l RQI) If'\\ - 11..1
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..-.....~- _ _;._-----
MP-220 -Boxes 3 and 4 CLINCH RIVER SMR PROJECT AMEC PROJECT 6468131072
..;_;_!........:O.....:.;:;._ BOX ___.2.___
711 (ft)
Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-372 of 706
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Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-373 of 706
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a me BECHTEL NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee GEOTECHNICAL BORING LOG Prepared By: MBL Date: 3/5/14 Checked By: JCM Date: 3/5/14 SHEET 1 OF 1 COUNTY: Roane, TN I GEOLOGIST: J. Howard DRILLER: A. Martin/D. Rhodes Boring Orientation BORING NO.:
MP-221 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-55 (C)
Inclination: Vertical GROUND ELEV.:
813.1 ft (NAVD88) NORTHING:
571,057 US ft (NAD83) EASTING: 2,448,271 US ft (NAD83)
Azimuth:
NA TOTAL DEPTH:
101.2 ft I SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I ROD TYPE: AWJ I HAMMER (ID):140-Ib Auto (163745)
DATE STARTED: 7/23/13 I COMPLETED: 7/24/131 HOLE DIA.: 4" I CASING DEPTH: 5.5 ft I CORE SIZE:HQ3 I BITS USED: 4" Roller Cone ELEV. DEPTH BLOW COUNT BLOWS PER FOOT SAMP.
L 80 SOIL DESCRIPTION AND REMARKS 40 60 0
20 (ft)
(ft) 0.5ft 0.5ft 0.5ft 0
100 NO.
G 813.1 Ground Surface 813.1 0.0 SS-1A FILL: LEAN CLAY with Gravel (CL), brownish yellow (10Y~[
ss-1 8 6/6), stiff, moist, moderate plasticity fines, little fine to coarse angular gravel, trace coarse angular sand, strong HCI 810_1 reaction 3_0 ss-2
~ 1...-F.\\RESIDUAL SOIL: Gravelly SILT with Sand (ML), hard, dry,/_.,..
~
~ \\non-plastic fines, little fine to coarse angular gravel, little fine/
~~08.1 ~
~a~~~~~~d_,_:;~~ !:!_C_!_!"~c_!!9~ _____ _j _5Q
~----o~--l~
'c:-A \\wEATHERED ROCK:
CALCAREOUS SILTSTONE,/
ss-3 =-
\\sampled as WELL GRADED SAND with Silt and gravel/
~ \\(SW-SM), gray (N 6/), very dense, dry, fine to coarse angular/
ts"l6."1 u.u 9
43 47 90 809.8 3.3 50/0.2 50/0.2 807.4 5.7 50/0.1
. 50/0,1
~ lBo4 \\sand, little fine to coarse angular gravel, few non-plasticj p==F====IF-cr..-;r;-:oi---+----lf--:-_:_.:........:__:__:_.:........:_:_....:._:........:._:_...:.._:........:._:_~~l+--l-oo::;,...-i==¥"~*
8 i!!!:Jes, strong HCI reaction
_j~
~
WEATHERED- -ROCK:- CALCAREOUS-SiLTSTONE, sampled as WELL GRADED GRAVEL with Sand (GW), gray (N 6/) to dusky red (2.5YR 3/2), very dense, dry, fine to coarse angular gravel, little fine to coarse angular sand, trace to little non-plastic fines, strong HCI reaction 804.9 8.2 50/0.1 r
Soil drilling halted. Log continues on geotechnical coring log Observed water levels:
3.6 ft bgs, AM 7/24/13 13.5 ft bgs, AM 7/25/13 1-1-
r 1-1-
r r
UL---L--~~-~--~-~~---------------~-~-~----------------------..J Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-37 4 of 706
a me GEOTECHNICAL CORING LOG Prepared By: MBL Date: 3/5/14 Checked By: JCM Date: 3/5/14 SHEET 1 OF 2 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-221 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-55 (C)
Inclination: Vertical GROUND ELEV.:
813.1 ft (NAVD88) NORTHING:
571,057 US ft (NAD83) EASTING: 2,448,271 US ft (NAD83) Azimuth:
NA TOTAL DEPTH:
101.2 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (ID): 140-lb Auto (163745)
DATE STARTED:
7/23/13 COMPLETED: 7/24/13 I CASING DEPTH: 5.5 ft CORE BARREL TYPE: HQ3/Diamond Impregnated core bits DRILL RUN L
ELEV. DEPTH RUN RATE REG.
ROD SAMP.
0 ROCK DESCRIPTION AND REMARKS (ft)
(ft)
(ft)
(Min/ft)
~It)
~It)
NO.
G Begin Coring @ 8.3 ft 804.8 8.3 3.0 7:45 (3.0)
(3.0)
Run 1 OU4.0 CALCAREOUS SILTSTONE, dusky red (2.5YR 3/2), dark reddish gray (2.5YR 4/1) to 100% 100%
reddish black (2.5YR 2.5/1 ), medium strong, laminated to very thinly bedded, locally with 7:00 moderately to thickly bedded appearance, slightly weathered to fresh, interbedded with little 6:00 to mostly laminated to
- thin, locally thinly
- bedded, LIMESTONE 801.8 11.3
- some, very 5.0 5:00 (5.0)
(5.0)
Run 2 (WACKESTONE/MICRITE) with trace (PACKSTONE/GRAINSTONE), greenish gray (10Y 5/1), dark greenish gray (10Y 4/1), and dark gray (N 4/); strongly bioturbated with vertical 100% 100%
4:30 and horizontal burrows, trace calcite filled pits and burrows, disturbed bedding through-out, 4:00 strong HCI reaction (Lincolnshire Formation-Fieanor Member-Unit B) 9.4,10.6ft: BJ, 25°. US-PR, T, B, II 3:30 11.8ft: J, 70°, PR, VT-PO, C, Ill 3:45 15.1ft: J, 60°, SR, T-PO, B, II 796.8 16.3 5.0 3:45 (5.0)
(4.9)
Run 3 16.3,18.7,20.2ft: BJ, 30°, PS-PR, T, B, II 100% 98%
16.6-16.7ft: FZ, 30°, PS, T-PO, B-C, II (bedding joints) 3:30 3:15 3:45 5:15 791.8 21.3 5.0 7:00 (5.0)
(5.0)
Run 4 23.2ft: BJ, 30°, PR, T-PO, B, II 100% 100%
23.8ft: J, 60°, SR, T-PO, B, II 5:00 4:00 3:45 4:00 786.8 26.3 5.0 4:45 (5.0)
(4.9)
Run 5 28.4,28.5,29.7ft: BJ, 30°, PS, T-PO, B, II 100% 98%
4:30 4:00 4:00 4:30 781.8 31.3 5.0 4:30 (5.0)
(4.2)
Run 6 32.0,32.6,32.7,33.3,36.0ft: BJ, 25-30°, PS, T-PO, B,11-111 100% 84%
32.7ft: J, 65°, PR, T, B, II 4:00 35.7-35.8ft: FZ, 30°, PS, T-PO, B, II 4:30 4:00 4:15 776.8 36.3 5.0 4:00 (5.0)
(4.7)
Run 7 38.1,38.5,40.1ft: BJ, 30°, PS, T-PO, B, II 100% 94%
38.4ft: J, 60°, PR, T-PO, B, II 3:45 4:30 4:15 4:15 771.8 41.3 5.0 4:30 (5.0)
(4.3)
Run 8 41.9ft: J, 60°, PR, PO, B, II 100% 86%
42.2,43.2,43.6,45.1,45.3ft: BJ, 30-35°, PR, T-PO, B, II 4:45 44.0ft: J, 65-80°, SR-UR, PO, B, II 4:30 45.8ft: FZ, 30°, PR, P0-0, F, II, mechanically broken 4:45 4:00 766.8 46.3 5.0 4:00 (5.0)
(5.0)
Run 9 49.6,50.6ft: BJ, 30°, PS-US, T-PO, B, II 100% 100%
4:00 4:00 4:00 4:30 761.8 51.3 5.0 4:15 (5.0)
(5.0)
Run 10 52.4ft: J, 70°, PR, PO, B, II 100% 100%
52.5,52.8,53.4,55.0ft: BJ, 30°, PS-PR, T-PO, B, II 5:00 54.3ft: J, 30-80°, SR-UR, T-PO, B, II 4:45 4:15 4:30 756.8 56.3 4
4:30 14 14'i" Run 11
'iR R 'iQ n 'iQ 1 'iQ R Rn 4 R1 nft* R.l 1n.'l'i0 PS-PR T.P() R.r.11-111 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-375 of 706
- 0.
GEOTECHNICAL CORING LOG a me SHEET 2 OF 2 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-221 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-55 (C)
Inclination: Vertical GROUND ELEV.:
813.1 ft (NAVD88) NORTHING:
571,057 US ft (NAD83) EASTING: 2,448,271 US ft (NAD83) Azimuth:
NA TOTAL DEPTH:
101.2 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (ID): 140-lb Auto (163745)
DATE STARTED:
7/23/13 COMPLETED: 7/24/13 I CASING DEPTH: 5.5 ft CORE BARREL TYPE: HQ3/Diamond Impregnated core bits DRILL RUN L
ELEV. DEPTH RUN RATE REG.
ROD SAMP.
0 ROCK DESCRIPTION AND REMARKS (ft)
(ft)
(ft)
(Min/ft)
~It)
~It)
NO.
G Continued from previous page 100% 92%
CALCAREOUS SILTSTONE, dusky red (2.5YR 3/2), dark reddish gray (2.5YR 4/1) to 4:30 reddish black (2.5YR 2.5/1 ), medium strong, laminated to very thinly bedded, locally with 4:30 moderately to thickly bedded appearance, slightly weathered to fresh, interbedded with little to mostly laminated to
- thin, locally thinly
- bedded, LIMESTONE
- some, very 3:30 (WACKESTONE/MICRITE) with trace (PACKSTONE/GRAINSTONE), greenish gray (10Y 5:15/0.9 5/1), dark greenish gray (10Y 4/1), and dark gray (N 4/); strongly bioturbated with vertical 751.9 61.2 5.0 7:00 (5.0)
(5.0)
Run 12 and horizontal burrows, trace calcite filled pits and burrows, disturbed bedding through-out, strong HCI reaction (Lincolnshire Formation-Fieanor Member-Unit B) (continued) 100% 100%
7:00 61.9,63.8,64.6,65.9ft: BJ, 25-30°, PS-PR, T, B, II 3:45 4:30 4:00 746.9 66.2 5.0 4:30 (5.0)
(5.0)
Run 13 68.2,69.6ft: BJ, 25-30°, PS, T-PO, B, II 100% 100%
70.0ft: J, 80°, UR, T-PO, B, II 3:15 3:15 7:00 8:00 741.9 71.2 5.0 5:00 (5.0)
(4.8)
Run 14 72.6,72.7,73.2,73.7ft: BJ, 25-35°, PS-US, T-PO, B, II 100% 96%
_7+/-.o,+/-_ _7+/-:_4ft: J,_ 6Cr,_P~ !::'=9..!3._11 _______________________
6:45
~
72.7 4:30 LIMESTONE (WACKESTONE/GRAINSTONE), dark gray (N 4/), strong, thinly to moderately bedded, fresh, with some laminated to very thin Calcareous SILTSTONE, very dark greenish 4:45 738 0 gray to greenish black (1 OY 3/1 to 1 OY2 5/1) and very dusky red to reddish black (2.5YR 75 1 4:00
-- '-- ~~5~-~51_1):ji~urbecj ~cJcjill(J.~trcJ_n_(J_ H_c:;l_r_e<Jeticm _______________ J - -*
736.9 76.2 CALCAREOUS SILTSTONE, very dusky red (2.5YR 2.5/2) and reddish black (2.5YR 2.5/1),
5.0 4:30 (5.0)
(5.0)
Run 15 medium strong to strong, laminated to thinly bedded, fresh, interbedded with little to some, 100% 100%
laminated to thin LIMESTONE (WACKESTONE/GRAINSTONE), dark reddish gray (2.5YR 4:15 3/1) to dark greenish gray (1 OY 4/1) and gray to dark gray (N 5/-N 4/); moderately bioturbated 3:30 with vertical and horizontal burrows, strong HCI reaction 3:30 77.7ft: J, 60°, SR, PO, B, Ill 78.7,79.7,80.8ft: BJ, 25-30°, PS-PR, T-PO, B, II 4:00 731.9 81.2 5.0 4:30 (5.0)
(3.8)
Run 16 81.6,83.7,84.9ft: BJ, 30°, PR, T-PO, B, II 100% 76%
82.3-83.0ft: J/FZ, 70°/30°, SR, T-PO, B, II 4:00 83.8ft: J, 50-90°, SR, T-PO, B, II 4:15 85.8-86.1ft: J/FZ, 60°/30°, SR, T-PO, B, II 4:30 4:15 726.9 86.2 726.9 86.2 5.0 4:00 (5.0)
(4.8)
Run 17 CALCAREOUS SILTSTONE, black (N 2.5/) to greenish black (10Y 2.5/1) with very dark 100% 96%
greenish gray (5GY 3/1 ), grading to very dusky red (2.5YR 2.5/2), medium strong to strong, 4:15 laminated to thinly bedded, locally moderately bedded, fresh, interbedded with little to some 3:30 laminated to very thin LIMESTONE (WACKESTONE/MICRITE), gray (N 5/), very dark gray (N 3:30 3/) to dark greenish gray (10Y 4/1) and dark reddish gray (2.5YR 4/1); strongly bioturbated with coarse vertical and horizontal burrows, strong HCI reaction 4:00 721.9 91.2 86.7,90.9ft: BJ, 30-35°, PR, T-PO, B, II 5.0 6:00 (5.0)
(5.0)
Run 18 91.6,94.5ft: BJ, 30°, PS, T-PO, B, II 100% 100%
94.1,94.2ft: SH, 30°, PL, T-PO, B, II, with adjacent healed shears with calcite 4:30 4:00 5:00 5:15 716.9 96.2 5.0 5:00 (4.6)
(4.4)
Run 19 98.3,100.2,100.6,100.8ft: BJ, 25-40°, US/PRIPS, T-0, B, II 92%
88%
99.3ft: J, 55°, UR, T-PO, B, II 3:45 4:00 4:00 4:00 711.9 101.2 711.9 101.2 Boring and coring terminated at 101.2 feet.
Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-376 of 706
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MP-221 -Box 7 Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-378 of 706 n)
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a me BECHTEL NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 GEOTECHNICAL BORING LOG Prepared By: MBL Date: 3/5/14 Checked By: JCM Date: 3/5/14 SHEET 1 OF 1 COUNTY: Roane, TN I GEOLOGIST: C. Baldwin SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: D. White/0. Smith Boring Orientation BORING NO.: MP-222 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-55LC (C)
Inclination: Vertical GROUND ELEV.: 812.9 ft (NAVD88) NORTHING:
570,966 US ft (NAD83) EASTING: 2,448,309 US ft (NAD83)
Azimuth:
NA TOTAL DEPTH: 101.0 ft I SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I ROD TYPE: AWJ I HAMMER (ID):140-Ib Auto (331145)
DATE STARTED: 7/8/13 I COMPLETED: 7/10/131 HOLE DIA.: 4" I CASING DEPTH: 6.0 ft I CORE SIZE:HQ3 I BITS USED: 4" Roller Cone ELEV. DEPTH BLOW COUNT BLOWS PER FOOT SAMP.
L (ft)
SOIL DESCRIPTION AND REMARKS (ft) 0.5ft 0.5ft 0.5ft 40 60 0
20 80 0
100 NO.
G 812.9 Ground Surface 812.9 o.o ts"IL.:,)
u.u 4
4 809.4 3.5 50/0.3 SS-1
~
FILL: FAT CLAY with Gravel (CH), reddish yellow (7.5YR 6/6), medium stiff, moist, high plasticity fines, little fine to f---c=cc----fi~
r L-J~
9 9 :~;;~;E;~;;n~:~:~;::I~:~;;ELL_
3Q ss-2 ~
GRADED GRAVEL with Silt and Sand (GW-GM), light gray
~
(10YR 7/1), very dense, wet, fine to coarse gravel, little 806.9 6.0 50/0.0
~
[Jlo6.9 non-plastic fines, little fine to coarse sand, strong HCI 6_0 f---"="--'!:........:"-"--+=~+---+--+--------------581!H!4H--s"'s'"""'-3-+"'-"l"""'"""reactlon
~
1-1-
1-1-
1-1-
1-1-
1-Soil drilling halted. Log continues on geotechnical coring log Observed water levels:
3.0 ft bgs, AM 7/9/13 3.7 ft bgs, AM 7/10/13 u~-~--~--~-~--~--------------~--~~---------------------~
Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-379 of 706