ML18003A533
| ML18003A533 | |
| 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: ML18003A533 (10) | |
Text
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: M. Flanik SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: J. Landeros/N. Molinalara Boring Orientation BORING NO.:
MP-118 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-550X (P)
Inclination: Vertical GROUND ELEV.:
799.8 ft (NAVD88) NORTHING:
570,371 US ft (NAD83) EASTING: 2,448,446 US ft (NAD83) Azimuth:
NA TOTAL DEPTH: 99.1 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (I D): 140-lb Auto (337153)
DATE STARTED:
8/4/13 COMPLETED: 8/5/13 I CASING DEPTH: 19.0 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 @ 19.1 ft 780.7 19.1 5.0 10:31 (4.4)
(2.0)
Run 1
~
IOU.
LIMESTONE (MICRITE/WACKESTONE), bluish gray (5PB 6/1), weak to strong, very thinly 1~.
88%
40%
to thinly bedded, moderately to slightly weathered, fossiliferous, interbedded with little to 9:37 some, laminated to thin, wavy/irregular Calcareous SILTSTONE, very dark gray (N 3/);
4:50 trace calcite filled pits, strong HCI reaction (Ben bolt Formation-Unit E) 2:21 19.1-21.1ft: FZ, 5-45°, PS-SS, W-0, B-F, IV 1:47 21.1-23.0ft: FZ, 30-60°, PR-PR, T-PO, A-B, IV 775.7 24.1 21.9,22.5,23.0,23.2,23.4,23.6ft: BJ, 20-30°, PR-PS, PO, B-C, Ill 5.0 5:45 (5.0)
(3.7)
Run 2 23.6-24.1ft: FZ, 30-75°, US-SR, P0-0, F-H, IV 3:44 100% 74%
_7Z_4,+/-_ ~2~
1_:?5_,_4ft:_ ~.]OJ>CJ", I"_S_:LJ§, f>_O_:_O,_B£,_1V _________________ ~- ~.4 2:12 LIMESTONE (MICRITE/WACKESTONE), bluish gray (5PB 6/1), medium strong to strong, very thinly to moderately bedded and nodular, fresh, fossiliferous, interbedded with little to 1:57 some, laminated to thin, wavy/irregular Calcareous SILTSTONE, very dark gray (N 3/); trace 2:01 calcite filled pits, strong HCI reaction 770.7 29.1 5.0 4:25 (5.0)
(4.9)
Run 3 30.0-30.4ft: FZ, 30-40°, SR, T-PO, B-C, IV 3:07 100% 98%
1:54 2:02 765.7 34.1 2:07 5.0 2:58 (5.0)
(5.0)
Run 4
~
36.7,38.2ft: BJ, 30°, PS, T-PO, B, Ill 100% 100%
2:45 2:22 2:36 760.7 39.1 2:34 5.0 3:23 (5.0)
(4.8)
Run 5
~
40.6-40.8ft: FZ, 30-45°, PR, P0-0, F, Ill 2:09 100% 96%
2:10 2:06 755.7 44.1 2:05 5.0 3:35 (5.0)
(5.0)
Run 6 1:56 100% 100%
=~4,§_---------------------------------- -- +/-§.3 CALCAREOUS SILTSTONE, greenish gray (10BG 5/1 ), weak to medium strong, laminated to very thinly bedded, fresh, interbedded with little to some laminated to very thin LIMESTONE 2:59 (MICRITE); strong HCI reaction 4:16 4:50 750.7 49.1 5.0 12:55 (4.5)
(3.8)
Run 7 90%
76%
8:36
~
_7+/-_8§_---------------------------------- -- §_1.0 4:05 LIMESTONE (WACKESTONE/MICRITE/GRAINSTONE), bluish gray (5PB 6/1), medium 2:36 strong to strong, very thinly to moderately bedded, fresh, fossiliferous, interbedded with few to little, laminated to very thin, wavy/irregular Calcareous SILTSTONE, very dark greenish gray 745.7 54.1 2:30 (10BG 3/1); few calcite healed fractures (40-60° to core axis typical), trace calcite filled pits, 5.0 3:04 (4.8)
(4.7)
Run 8
~
strong HCI reaction 50.4,51.0,51.1,51.5,51.8,52.0,53.757.0,57.6ft: BJ, 25-30°, PS-PR, T-PO, B-C, Ill 1:52 96%
94%
52.3ft: FZ, 30-45°, PR, T-PO, F, IV 2:07 55.1,57.6ft: J, 40-60°, PR, T-PO, C, IV, with calcite 1:59 740.7 59.1 2:09 5.0 5:44 (4.8)
(4.7)
Run 9
.....!.,. _7+/-_0]_---------------------------------- -- ~.5 96%
94%
CALCAREOUS SILTSTONE, dark greenish gray (5G 4/1 ), weak to medium strong, laminated 4:20 to thinly and moderately bedded, fresh, interbedded with little to some very thin to thin, amorphous and diffuse to irregular and locally nodular LIMESTONE 4:20 (MICRITE/WACKESTONE), gray (N 6/ to N 5/), fossiliferous; slight to moderate bioturbation 3:16 with vertical and horizontal burrows, trace calcite filled pits and burrows, strong HCI reaction L3-28 2:12 735.7 64.1 5.0 5:04 (4.9)
(4.7)
Run 10 67.8-69.1ft: FZ, 30-75°, SS, T-PO, B, II 98%
94%
2:51 2:26 2:12 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-157 of 706
GEOTECHNICAL CORING LOG a me SHEET 2 OF 2 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-118 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-550X (P)
Inclination: Vertical GROUND ELEV.:
799.8 ft (NAVD88) NORTHING:
570,371 US ft (NAD83) EASTING: 2,448,446 US ft (NAD83) Azimuth:
NA TOTAL DEPTH: 99.1 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (I D): 140-lb Auto (337153)
DATE STARTED:
8/4/13 COMPLETED: 8/5/13 I CASING DEPTH: 19.0 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 CALCAREOUS SILTSTONE, dark greenish gray (5G 4/1 ), weak to medium strong, laminated 3:32 730.7 69.1 to thinly and moderately bedded, fresh, interbedded with little to some very thin to thin, 5.0 3:29 (5.0)
(4.9)
Run 11 amorphous and diffuse to irregular and locally nodular LIMESTONE 1:54 100% 98%
(MICRITE/WACKESTONE), gray (N 6/ to N 5/), fossiliferous; slight to moderate bioturbation with vertical and horizontal burrows, trace calcite filled pits and burrows, strong HCI reaction 2:18 (continued) 73.4ft: BJ, 30°, PR, T-PO, B, Ill, trace pyrite 2:19 73.4ft: J, 45°, PR, T, B, II 2:17 725.7 74.1 5.0 4:08 (5.0)
(5.0)
Run 12 100% 100%
2:16 2:28 2:17 2:16 720.7 79.1 5.0 13:12 (5.0)
(5.0)
Run 13 3:09 100% 100%
2:00 2:02 2:09 715.7 84.1
_71_5,+/-_---------------------------------- -- ~.4 5.0 3:52 (5.0)
(4.3)
Run 14
~
710.7 705.7 700.7 100% 86%
LIMESTONE (WACKESTONE/MICRITE), bluish gray (5PB 6/1), medium strong to strong, 3:28 3:54 4:05 89.1 4:13 5.0 4:30 (5.0)
(5.0)
Run 15
~
1:51 100% 100%
1:52 1:47 94.1 1:41 5.0 4:27 (4.9)
(4.9)
Run 16
~
2:25 98%
98%
2:53 2:36 L3-29 99.1 3:17 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-158 of 706 very thinly to thinly bedded, fresh, fossiliferous, interbedded with little, to some laminated to thin, irregular Calcareous SILTSTONE, very dark greenish gray (10BG 3/1 ); trace calcite filled pits, strong HCI reaction 86.0-86.2, 87.9-88.5ft: FZ, 30-75°, PS, P0-0, C-F, III-IV 94.2ft: J, 45°, SR, T-PO, C, IV 700.7 Boring and coring terminated at 99.1 feet.
99.1
MP-118-Boxes 1 and 2 AMEC PROJECT 6468131072 BORING f' f-. (It' BOX ;;l...
f'R1TH
~ '{,f ffiiTO f.{"./ 1ft)
CLINCH RIVER SMR PROJECT AMEC PROJECT 646813)JJ.72 Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-159 of 706
~
!.W_ INTERVAL 1111 HEC tit) - 1%\\ RQD 1ft - %
y 1q l *'l"1 I S.~ (,.,-,.)
S ll*YU..\\
'j.o(.,,*,,)
'{'l. ('16 *t.
b '<'l.l*'f'l 1 S o(*..,.
~ oc*.. '
!{UN INTERVAL lftl HEC lit) -I%) HQD !ftl- ("(,)
a 10 b" l* 611.1
~~t;sl;;) ;.w~*k*-*~
. II 6~./
- 7* \\
S. 0(,.,.*,\\
~.'<( H *t.J I d-. 7'U-71*1
BORING f"f.tt'l*
BOX~
DEPTH 1"1 I (fi)T0 _£_(11)
Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-160 of 706
~
d C/o 0
0
""' g
"" 0
~
u
""' g
~
~
~
~
0
~
a me GEOTECHNICAL BORING LOG Prepared By: MBL Date: 3/5/14 Checked By: JCM Date: 3/5/14 SHEET 1 OF 1 BECHTEL NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 COUNTY: Roane, TN I GEOLOGIST: E. Shrum SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: D. White/0. Smith Boring Orientation BORING NO.: MP-119 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-55LC (C)
Inclination: Vertical GROUND ELEV.:
802.1 ft (NAVD88) NORTHING:
570,415 US ft (NAD83) EASTING: 2,448,545 US ft (NAD83)
Azimuth:
NA TOTAL DEPTH: 100.9 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: 8/31/13 I COMPLETED: 9/1/13 I HOLE DIA.: 4" I CASING DEPTH: 9.9 ft I CORE SIZE:HQ3 I BITS USED: 4" Roller Cone ELEV. DEPTH BLOW COUNT (ft)
(ft) 0.5ft 0.5ft 0.5ft 0
20 802.1 tsu;c1 u.u 30 20 11 799.9 2.2 8
8 38 797.2 4.9 50/0.2 BLOWS PER FOOT 40 60 80 Ground Surface
-~1*******
- ~**
SAMP. L 0
100 NO.
G SOIL DESCRIPTION AND REMARKS 802.1 0.0 SS-1 *-
FILL: WELL GRADED GRAVEL (GW), gray (10YR 6/1),
- I dense, dry, fine to coarse gravel, some fine to coarse sand, t----
BO~s!!:9~.!::!C_!__r~<:!!_O!:!._ ______________./_2Q a
FILL: WELL GRADED GRAVEL with Clay (GW-GC),
yellowish brown (10YR 5/6), dense, moist, fine to coarse SS-2 1------~~g~~V~,_!!!t~l~
_.E1~t~tt!i~~s!!:9~.!::!C_!__r~<:!!_O!:!._ ___ J_4Q
~
797.0 WEATHERED ROCK: LIMESTONE 5.1 SS-3
~
Soil drilling halted. Log continues on geotechnical coring log 1-Observed water levels:
15.2 ft bgs, AM 9/1/13 1-1-
1-1-
1-1-
1-u~--~----~----~--~----~----------------------------~----~~------------------------------------------~
Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-161 of706
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: E. Shrum SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: D. White/0. Smith Boring Orientation BORING NO.:
MP-119 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-55LC (C)
Inclination: Vertical GROUND ELEV.:
802.1 ft (NAVD88) NORTHING:
570,415 US ft (NAD83) EASTING: 2,448,545 US ft (NAD83) Azimuth:
NA TOTAL DEPTH:
100.9 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (ID): 140-lb Auto (331145)
DATE STARTED:
8/31/13 COMPLETED: 9/1/13 I CASING DEPTH: 9.9 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 @ 5.1 ft 797.0 5.1 0.8 5:22/0.8 (0.4)
(0.0)
Run 1
~"1:::
(~,.u WEATHERED ROCK: LIMESTONE (MICRITE), gray (10YR 5/1), weak to medium strong, 796.?
5.9 2.4 4:58 50%
0%
Run 2A
~
highly to moderately weathered, mostly fragments, strong HCI reaction 3:18 (0.4) l(o.o) 793.8 8.3 17%
0%
~
2:46/0.4 N 50/0.4 SS-4 8.3ft: As above, and LEAN CLAY with Gravel (CL), light yellowish brown (10YR 6/4), hard, 792.9 9.2 1.7 b:bU (0.0)
(0.0)
Run 2B moist, low plasticity fines, little fine gravel and fine to coarse sand, strong HCI Reaction (SS-4 from 8.3-10.2ft=10-50/0.4')
- 0.
791.2 10.9 5:33/0.7 0%
0%
ib 791.1 11.0 789.2 786.2 781.2 776.2 771.2 766.2 761.2 756.2 751.2 2.0 7:23 (1.9)
(0.4)
Run 3
~
8:24 95%
20%
12.9 3.0 7:53 (2.3)
(1.0)
Run 4
~
7:06 77%
33%
5:42 15.9 5.0 5:11 (5.0)
(1.1)
Run 5
~
4:25 100% 22%
6:51 4:00 20.9 3:44 5.0 (5.0)
(2.9)
Run 6
~
4:45 4:02 100% 58%
3:53 2:44 25.9 3:15 5.0 4:50 (3.8)
(2.4)
Run 7
~
10:46 76%
48%
8:06 3:59 30.9 4:20 5.0 4:23 (5.0)
(5.0)
Run 8 4:12 100% 100%
3:52 3:24 35.9 3:55 5.0 3:36 (5.0)
(4.1)
Run 9
~
3:19 100% 82%
2:34 3:18 40.9 3:01 5.0 4:13 (5.0)
(5.0)
Run 10
~
3:24 100% 100%
3:08 3:32 45.9 2:45 5.0 3:57 (5.0)
(4.8)
Run 11
~
3:35 100% 96%
3:13 3:11 50.9 2:44 5.0 3:31 (5.0)
(5.0)
Run 12
~
3:00 100% 100%
2:38 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-162 of 706 LIMESTONE (MICRITE/WACKESTONE), gray (10YR 5/1) to bluish gray (5PB 5/1), weak to medium strong, very thinly to thinly bedded and nodular, moderately to slightly weathered, interbedded with little to some laminated to very thin, wispy/wavy and irregular Calcareous SILTSTONE, dark gray (10YR 4/1) to very dark gray (N 3/); slight bioturbation, trace calcite filled pits, strong HCI reaction (Ben bolt Formation-Unit E) 11.2,11.4,11.7,11.9,12.4ft: BJ, 30°, PR, P0-0, F-G, Ill, mod. weathered 11.7ft: J, 35°, UR, MO, N, Ill 13.0,13.4,13.5,14.1,14.2,14.6ft: BJ, 30°, PR, PO, C, Ill, slightly weathered 15.0ft: BJ, 30°, PR, 0, F, II 16.2,16.8ft: BJ, 30°, PR, T-PO, C, II 17.2-20.9ft: FZ, 30°, PR, T-PO, C, II, spaced 0.1', slightly weathered 18.3ft: J, 60°, PR, 0, C, Ill 781.2 20.9 LIMESTONE (MICRITE/WACKESTONE), bluish gray (5PB 5/1) to gray (10YR 6/1-5/1),
medium strong to strong, very thinly to thinly bedded and nodular, fresh, interbedded with little to some laminated to thin, wispy/wavy and irregular Calcareous SILTSTONE, dark gray (10YR 4/1) to very dark gray (N 3/); slight bioturbation, trace calcite filled pits, strong HCI reaction 21.2,21.6,21.8,24.0,24.5,24.7,25.0,25.3,25.6,25.8ft: BJ, 30°, PR, T-0, C, II 26.0,26.3,26.6,26.9,28.7,30.0ft: BJ, 30°, PR, T-0, C, II-III 27.0-28.5ft: FZ, 30°, PR, K, IV, mod. weathered; 1.2' core loss 28.5ft: J, 60°, PR, 0, C, Ill 31.1,33.7ft: BJ, 30°, PR, T, B, II 35.2ft: J, 60°, PR, PO, C, II, with calcite 37.5,38.3,38.4,38.6,38.9,39.2,39.9ft: BJ, 30°, PR, T-PO, B-C, II 41.4,42.7,43.8,44.7ft: BJ, 30°, PR, T-PO, C, II 41.4,43.7ft: J, 45°, UR, PO, C, II 46.6,46.7,47.1,47.2,49.6ft: BJ, 30-40°, PS-PR, T-PO, B-C, II 55.2,55.5ft: BJ, 30°, PR, T, B, II
GEOTECHNICAL CORING LOG a me SHEET 2 OF 2 BECHTEL PROJECT NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 COUNTY: Roane, TN I GEOLOGIST: E. Shrum SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: D. White/0. Smith Boring Orientation BORING NO.:
MP-119 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-55LC (C)
Inclination: Vertical GROUND ELEV.:
802.1 ft (NAVD88) NORTHING:
570,415 US ft (NAD83) EASTING: 2,448,545 US ft (NAD83) Azimuth:
NA TOTAL DEPTH:
100.9 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (ID): 140-lb Auto (331145)
DATE STARTED:
8/31/13 COMPLETED: 9/1/13 I CASING DEPTH: 9.9 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 3:12
~
LIMESTONE (MICRITE,WACKESTONE), bluish gray (5PB 5/1) to gray (10YR 6/1-5/1),
2:40 medium strong to strong, very thinly to thinly bedded and nodular, fresh, interbedded with little 746.2 55.9 to some laminated to thin, wispy/wavy and irregular Calcareous SILTSTONE, dark gray (10YR 5.0 4:09 (5.0)
(4.8)
Run 13
~
4/1) to very dark gray (N 3/); slight bioturbation, trace calcite filled pits, strong HCI reaction 3:16 100% 96%
(continued) 55.9,57.2,58.8,60.0ft: BJ, 30°, PR, T, B, II 2:50 60.1ft: J, 50°, UR, T-PO, C, II, with calcite 2:52 741.2 60.9 2:57 5.0 4:13 (5.0)
(5.0)
Run 14
~
64.1ft: BJ, 30°, UR, T, B, II 3:00 100% 100%
64.7ft: J, 60°, SR, T, B, II 2:26 2:35 736.2 65.9 2:29 736.2 65.9 5.0 3:20 (5.0)
(5.0)
Run 15 CALCAREOUS SILTSTONE, dark gray (10YR 4/1), strong, laminated to very thinly bedded, 100% 100%
fresh, interbedded with little LIMESTONE (MICRITE), gray (10YR 6/1); slight bioturbation, 2:53 trace calcite filled pits and burrows, strong HCI reaction 2:18 2:12 2:21 731.2 70.9 5.0 3:25 (5.0)
(4.7)
Run 16 71.5,72.9ft: BJ, 35°, PS, T, B, II 100% 94%
2:39 2:38
~
~~91_---------------------------------- -- "7].0 LIMESTONE (MICRITE/WACKESTONE), gray (N 5/) to bluish gray (5PB 5/1), strong, very 2:32 thinly to thinly bedded, fresh, fossiliferous, interbedded with little, laminated to very thin 2:40 Calcareous SILTSTONE, very dark gray (N 3/); slight bioturbation, trace calcite filled pits and 726.2 75.9 burrows, strong HCI reaction 5.0 4:51 (5.0)
(4.6)
Run 17
~
74.0,74.2,74.3ft: BJ, 30-40°, PR, P0-0, B, II 3:04 100% 92%
75.6,75.9,79.1,81.0ft: J, 50°, UR-PR, P0-0, B-C-D, II, with calcite 79.6,80.5,80.7,81.4ft: BJ, 30°, PS-PR, T-0, B-D, II 2:39 2:48 721.2 80.9 2:55 5.0 4:21 (5.0)
(4.6)
Run 18 ~
- ~0&_---------------------------------- -- !3_1.6 3:28 100% 92%
CALCAREOUS SILTSTONE, very dark gray (N 3/), strong, laminated to very thinly bedded, fresh, interbedded with few to little laminated to thin, amorphous and diffuse to irregular and 3:20 nodular LIMESTONE (MICRITE), gray (N 5/); slight bioturbation, trace calcite filled pits and burrows, strong HCI reaction 3:08 2:46 716.2 85.9 5.0 4:04 (5.0)
(4.5)
Run 19 82.0,82.1,82.3ft: BJ, 30°, PS, 0, C, II 100% 90%
90.1ft: J, 40°, PS, T, C, II 3:21 2:49 2:46 2:34 711.2 90.9 4.7 3:41 (4.7)
(4.2)
Run 20 91.4ft: BJ, 30°, PR, T, B, II 100% 89%
94.9-95.6ft: Mechanically broken 2:58 2:42 2:34 706.5 95.6 1:27/0.7 5.3 4:03 (5.3)
(5.3)
Run 21 100% 100%
2:28 2:19 2:05 1:44/1.3 701.2 100.9 701.2 100.9 Boring and coring terminated at 100.9 feet.
Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-163 of 706
MP-119-Boxes 1 and 2 MP-119-Boxes 3 and 4 801?/NG --'"'""IL"'-'-flu_q __ BOX ___,l(L___
DEPTH So. a
!II) TO
'S"-s (fl)
Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-164 of 706
Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-165 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-120 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.:
800.1 ft (NAVD88) NORTHING:
570,319 US ft (NAD83) EASTING: 2,448,584 US ft (NAD83)
Azimuth:
NA TOTAL DEPTH: 350.0 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: 7/18/13 I COMPLETED: 7/23/131 HOLE DIA.: 4" ELEV.
(ft) 800.1 tsUU."I 797.5 795.1 792.6 790.2 787.6 785.1 781.4 777.2 774.2 DEPTH BLOW COUNT BLOWS PER FOOT (ft) 0.5ft 0.5ft 0.5ft 0
20 40 60 Ground Surface u.u 9
7 5
- ~~>*
2.6 11 23 12 35.
5.0 5
3 2
7.5 1
4 5
9 9.9 2-1--5-jH1-12.5 2-1--3- :~s 15.0 3
5 6
1*1.
18.7 22 9
8 17 22.9 27-1--18-25.9 50/0.1 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-166 of 706 I CASING DEPTH: 26.0 ft I CORE SIZE:HQ3 I BITS USED: 4" Roller Cone SAMP.
L 80 100 0
SOIL DESCRIPTION AND REMARKS NO.
G 800.1 0.0 SS-1 '*i FILL: WELL GRADED GRAVEL (GW), light brownish gray (2.5Y 6/2), medium dense, dry, fine to coarse angular gravel,
~
~9~ little fine to coarse sand, few non-plastic fines, weak to ~2Q SS-2
,:;~~ ~C!..!:e~c!!9~ ______________ J FILL: Clayey GRAVEL with sand (GC), grayish brown (2.5Y rr_95_6 5/2), dense, moist to wet, fine to coarse angular gravel, 4_5
ss:3
~-~some mod. plastic fines, some fine to coarse sand, strongJ -
~
~
\\~C!..!:~c_!!?~ ________________ _j FILL: FAT CLAY (CH), brown (7.5YR 5/4), medium stiff,
~
~9~
moist, high plastic fines, few to little gravel, weak HCI,..._? Q
~
[~~~------------------)
RESIDUAL SOIL: FAT CLAY (CH), reddish brown (5YR 5/4),
yellowish red (5YR 4/6) with dark grayish green (5GY 4/2) and weak red (2.5YR 4/2), and yellowish brown (10R 5/4),
SS-5 I-medium stiff to very stiff, moist, high plastic fines, trace fine
~
to coarse subangular, gravel sized rock fragments, trace fine to coarse sand, no to weak HCI reaction
~
~
SS-7 ~
1-
~
SS-8 18.7ft: Few to little angular gravel sized rock fragments,
~
I-strong HCI reaction; relict rock fabric 779.1 21.0 F-'-RESIDUAL soiL: Gr"aveiiY LEAN cLAr(CL.f"" yeliOwiSh-* =
brown (10YR 5/4), hard, moist, mod. plastic fines, little to
ss:g iS some fine to coarse angular gravel sized rock fragments, strong HCI reaction; relict rock fabric
~
775.1 25.0 77~
WEATHERED "RocK: LIMESTONC sampled as Clayey-;-~~
~. \\fRAVEL (GC), dark greenish gray (5G 4/1), very densekr moist, angular fine to coarse sand and gravel sized rock fragments, some mod. plastic fines, strong HCI reaction Soil drilling halted. Log continues on geotechnical coring log Observed water levels:
1-14.5 ft bgs, AM 7/19/13 10.4 ft bgs, AM 7/20/13 11.4 ft bgs, AM 7/21/13 12.6 ft bgs, AM 7/22/13 22.2 ft bgs, AM 7/23/13 1-I-
1-