ML18003A532
| ML18003A532 | |
| 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: ML18003A532 (10) | |
Text
ame 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: K. Lloyd SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: L. Carter/J. Rosser Boring Orientation BORING NO.: MP-116 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-750X (P) Inclination: Vertical GROUND ELEV.: 797.6 ft (NAVD88) NORTHING: 570,202 US ft (NAD83) EASTING: 2,448,560 US ft (NAD83) Azimuth: NA TOTAL DEPTH: 100.4 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (I D): 140-lb Auto (323438)
DATE STARTED: 7/30/13 COMPLETED: 7/31/13 ICASING DEPTH: 33.5 ft CORE BARREL TYPE: HQ3/Diamond Impregnated core bits DRILL RUN L ELEV. DEPTH RUN REC. ROD SAMP.
RATE 0 ROCK DESCRIPTION AND REMARKS (ft) (ft) (ft) (It) (It) NO.
(Min/ft) % % G Begin Coring @ 34.0 ft 763.6 34.0 1.4 2:01/0.4 (1.4) (0.9) Run 1 IO.J.O LIMESTONE (WACKESTONE/MICRITE), dark bluish gray (5PB 4/1) to gray (N 5/), .J4.1 762.? 35.4 4:21 100% 64% medium strong, thinly to moderately bedded, moderately to slightly weathered, interbedded 5.0 3:10 (4.8) (1.6) Run 2 with little very thin Calcareous SILTSTONE, very dark gray (N 3/), and trace to few very thin 2:24 96% 32% chert beds (dark gray to black), lenses, and nodules; few calcite healed fractures (40-60° to core axis typical), strong HCI reaction (Ben bolt Formation-Unit E) 2:43 -
34.0-34.5,35.7-36.0,38.4-38.7ft: FZ, 25-30°, PRIPS, P0-0, B, II 3:52 35.0,35.1 ,39.0,39.2,39.4,39.7,39.8ft: BJ, 30°, PR-PS, T-0, B-C, II 37.0,38.3,38.9,41.3ft: J, 60-65°, PR, T-PO, C, Ill, with calcite 3:38 757.2 40.4 37.5,37.6ft: SH, 35°, PL, P0-0, B, II 5.0 2:28 (4.8) (2.6) Run 3 _ 40.5,40.7,40.8,41.1,41.5ft: BJ, 30°, PS, T-PO, B-C,11-111, with calcite _
2:37 96% 52% ~ 756 1 CALCAREOUS SILTSTONE, dark olive gray (5Y 3/2), medium strong, laminated to thinly
~---------------------------------------
41 5 4:31 - bedded, fresh, interbedded with some laminated to very thin LIMESTONE (MICRITE), gray (N
~ ~41.. 5/); strong HCI reaction o . . _ _ <1].5
~
3:11 1 j1..:_6~1Jl,<)3._1,~.3ft._§J_,_3Q_,_1"8,_ "f:PQ,_§.-Q, 11:_111,_'Afllh_ca_l(;l~ ___ ________ I 3:44 LIMESTONE (MICRITE/WACKESTONE/GRAINSTONE), dark bluish gray (5PB 4/1) to gray 752.2 45.4 5.0 3:01 (5.0) (4.6) Run 4 (N 5/), strong, very thinly to moderately bedded, fresh, fossiliferous, interbedded with little to
~
100% 92% some, irregular/wavy, laminated to thin thin, locally moderately bedded, Calcareous 2:24 SILTSTONE, very dark gray (N 3/) and dark olive gray (5Y 3/2); slight to moderate 2:54 - bioturbation, trace calcite filled pits and burrows, trace pyrite along bedding planes, strong HCI reaction 2:28 43.5,43.8,46.3,47.2,49.0,50.1ft: BJ, 30°, PS-PR, T-PO, B-C,11-111, with calcite, trace pyrite 2:37 747.2 50.4 5.0 2:28 (5.0) (4.9) Run 5 50.5,50.6,51.0,52.6,53.1 ,53.5ft: BJ, 30°, PS, T-PO, B-C, II
~
1:59 100% 98%
2:05 -
2:17 2:36 742.2 55.4 5.0 4:31 (5.0) (5.0) Run 6 57.3,58.5,59.2ft: BJ, 25-30°, PUPS/PR, T-PO, B-C, II-III, with calcite and pyrite
~
3:12 100% 100%
2:36 -
2:19 3:55 737.2 60.4 5.0 2:25 (5.0) (4.8) Run 7 61.2,62.8,65.1ft: BJ, 30°, PS/SS/US, PO, B, II
~
2:13 100% 96% 65.3ft: J, 60°, PR, PO, C, Ill, with calcite 2:14 -
2:31 2:31 732.2 65.4 5.0 2:09 (5.0) (4.4) Run 8 65.6,66.4,67.1 ,67.2,68.1 ,69.4,70.0ft: BJ, 30°, PS-PR, T-PO, B-C, II-III
~
2:23 100% 88% 65.9,69.0ft: SH, 30-40°, PL, T, C, Ill, with calcite 2:27 -
1:57 1:44 727.2 70.4 5.0 3:37 (5.0) (5.0) 71.1 ,71.5,71.9,72.9,73.4,74.3ft: BJ, 30°, PS-US, T-PO, B, II
~
Run 9 3:15 100% 100%
3:02 -
2:48 3:29 722.2 75.4 5.0 3:07 (5.0) (5.0) Run 10 77.0,77.5,78.1 ,78.9,79.8ft: BJ, 30°, PS-US, T-PO, B, II
~~
2:13 100% 100%
2:40 -
2:41 2:52 717.2 80.4 5.0 2:35 (5.0) (5.0) Run 11 81.4,81.8,82.1 ,83.3,85.0ft: BJ, 30°, PRIPS/US, T-PO, B, II 2:40 100% 100% 84.0ft: SH, 50°, PL, VT, A, I, with calcite 85.4ft: SH, 30°, PL, PO, C, Ill, with calcite Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-147 of 706
ame GEOTECHNICAL CORING LOG SHEET 2 OF 2 BECHTEL PROJECT NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 COUNTY: Roane, TN I GEOLOGIST: K. Lloyd SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: L. Carter/J. Rosser Boring Orientation BORING NO.: MP-116 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-750X (P) Inclination: Vertical GROUND ELEV.: 797.6 ft (NAVD88) NORTHING: 570,202 US ft (NAD83) EASTING: 2,448,560 US ft (NAD83) Azimuth: NA TOTAL DEPTH: 100.4 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (I D): 140-lb Auto (323438)
DATE STARTED: 7/30/13 COMPLETED: 7/31/13 ICASING DEPTH: 33.5 ft CORE BARREL TYPE: HQ3/Diamond Impregnated core bits DRILL RUN L ELEV. DEPTH RUN REC. ROD SAMP.
RATE 0 ROCK DESCRIPTION AND REMARKS (ft) (ft) (ft) (It) (It) NO.
(Min/ft) % % G Continued from previous page 2:20 LIMESTONE (MICRITE,WACKESTONE/GRAINSTONE), dark bluish gray (5PB 4/1) to gray
~
3:03 (N 5/), strong, very thinly to moderately bedded, fresh, fossiliferous, interbedded with little to some, irregular/wavy, laminated to thin thin, locally moderately bedded, Calcareous 3:19 712.2 85.4 SILTSTONE, very dark gray (N 3/) and dark olive gray (5Y 3/2); slight to moderate 5.0 2:05 (5.0) (5.0) Run 12 bioturbation, trace calcite filled pits and burrows, trace pyrite along bedding planes, strong HCI 2:09 100% 100% reaction (continued) 87.2,87.6ft: BJ, 30°, PS, PO, B, II 2:24 -
2:39 2:35 707.2 90.4 5.0 2:41 (5.0) (5.0) Run 13 91.6,92.3,92.8,93.2ft: BJ, 30°, PR, T-PO, B, II 2:44 100% 100%
3:04 -
2:55 2:07 702.2 95.4 5.0 1:45 (4.6) (4.4) 95.9,96.3,97.0,97.3,98.7,100.0ft: BJ, 30°, PS/PRIUR, PO, B, II
~
Run 14 1:42 92% 88% 100.0-100.4ft: 0.4' CORE LOSS, Left in hole at termination of drilling 1:53 -
1:46 2:01 697.2 100.4 697.2 100.4 Boring and coring terminated at 100.4 feet.
Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-148 of 706
/4MEC PIWJECT fi*Jr;!l 1J J(J72
/J(JIIING I~P-JIIc> _ _ 130X_ 2._ _
DEPTH qc; 4 (II)
. . ' **---~~-*...::.\,_o~* - ~""--* "t~~~** ~...,.-., .....,.... *,_
- ' II * * . *** ~ -~~ *..-.\>.,,....... """'"~".*'t\\*~~\.~~ ~a *~ " .
MP-116- Boxes 3 and 4
'1-s.q <iJJ{
~.~ ~-q* s .t{ { too'~l lloo 'hl IJCMfNG MP*IIL _ IJO.< _!l_ ~~~* -9Q_~ _ 10.~ 1\co'l*l ~o
- flbl "l-} _
IJt.t'TH -,s;.LJ Til qo.tl_ !H)
Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-149 of 706
MP-116- Box 5 CLINCH I?IVEH SMI~ PIWJECT
/~MEC PIWJECT 6tlfiB 13 1072 13 omNG MP. /liD 13ox _r;....__
DEPTH lfOtl (fl) TO /DO.<l (ft)
Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-150 of706
ame 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: M. Flanik SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: J. Landeros/N. Molinalara Boring Orientation BORING NO.: MP-117 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-550X (P) Inclination: Vertical GROUND ELEV.: 800.0 ft (NAVD88) NORTHING: 570,296 US ft (NAD83) EASTING: 2,448,520 US ft (NAD83) Azimuth: NA TOTAL DEPTH: 99.7 ft I SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 ROD TYPE: AWJ I HAMMER (ID):140-Ib Auto (337153)
DATE STARTED: 7/6/13 I COMPLETED: 7/8/13 IHOLE DIA.: 4" I CASING DEPTH: 26.1 ft CORE SIZE:HQ3 I BITS USED: 4" Roller Cone ELEV. DEPTH BLOW COUNT BLOWS PER FOOT SAMP. L 0 SOIL DESCRIPTION AND REMARKS (ft) (ft) 0.5ft 0.5ft 0.5ft 0 20 40 60 80 100 NO. G 800.0 0.0 SS-1 ~ FILL: CLAYEY GRAVEL with Sand (GC), reddish brown (k:: (5YR 5/3), loose, moist, fine to coarse subangular gravel, J6/~9~~~;~:a~~~s~ ~:-~t~ :e~: ~a~~t:n~ ~c~_2 &
~ FILL: SILTY GRAVEL with Sand (GM), reddish brown (2.5YR 5/4) and reddish gray (2.5YR 7/1), medium dense,
- ri-95.0 moist to wet, fine to coarse subangular gravel, little low ~5Q ss-3 ~ ~~~~~~~:s~l:e_n:~: ~ ~o~rs~ ~~-~~~ ~J
~
FILL: FAT CLAY (CH), reddish yellow (5YR 6/6), medium stiff to stiff, moist, high plasticity fines, trace to few rounded
~ to angular fine gravel, few fine to coarse sand, trace
~~ organics, no HCI reaction
--::- ~~8~FiLL:CLAYEY SAND
//:)
withGravei (SC), gray (5¥R 6ii) and__1_ Q reddish brown (5YR 5/4), loose, moist to wet, fine to medium 1
1-----V~ 1786 5 sand, some moderately plastic fines, little subrounded to 13 5 P """'\_S~~g~~f~eJ1T~~ ~~g_!:l~ ~a~~ _ _ _ _ _ _ J - '--
~~ FILL: FAT CLAY (CH), yellow (10YR 7/6) and red (2.5YR
~t- 5/6) mottled, stiff, moist, high plasticity fines, trace
- ~ subrounded gravel, no HCI reaction 780.5 19.5
~~ri-8~RESIDUAL soiL:FAT cCA 5/4) and reddish yellow (7.5YR 6/8) mottled, stiff, moist, high 8
Y(CH)," iiQhtolive brown (i5Y__1_ Q
- ": 3 6 7 ~ ~1- plasticity fines, few to little fine to coarse sand, with black
- Q 13 1-------v~ nodules, trace roots/organics, no HCI reaction
~~
f-o 0
0
"'f-o~"
24.5ft: As above, to brownish yellow (10YR 6/6), hard, little
- E 775.5 24.5 subangular to angular fine to coarse gravel, few fine to
~~
5 26 22
"'f-o" ~iz; coarse sand, weak to strong HCI reaction l.O 773.8 26.2
~
f-o
~
r~"-l~~=l:"ii07ilJf:l-----+--+-~_:_.:____:__:__:___:_:__:_~_:_=::::.::::::~&.s4i,.{=s8Es~-9H~f":t~
50/0.3 WEATHERED "RocK: DME:8TONE, sampjed" as ci.AYEY~
0 ~ GRAVEL with Sand (GC), brownish yellow and gray (10YR 0 6/6-6/1 ), very dense, wet, subangular to angular fine to
~
0 coarse gravel, little non-plastic fines, little medium sand,
\Weak to strong HCI reaction
~
~ t- Soil drilling halted. Log continues on geotechnical coring log u
~ Observed water levels:
u""' 1.4 ft ags, AM 7/7/13 0.0 ft bgs, AM 7/8/13 d
~
C/o 0
0 1-
""'~
~
u
~
~
u""'
g""' 1-
""0
~
- E C/o
"""'" 1-
~
~
u
~
u""'
Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-151 of706
ame 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-117 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-550X (P) Inclination: Vertical GROUND ELEV.: 800.0 ft (NAVD88) NORTHING: 570,296 US ft (NAD83) EASTING: 2,448,520 US ft (NAD83) Azimuth: NA TOTAL DEPTH: 99.7 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (I D): 140-lb Auto (337153)
DATE STARTED: 7/6/13 COMPLETED: 7/8/13 ICASING DEPTH: 26.1 ft CORE BARREL TYPE: HQ3/Diamond Impregnated core bits DRILL RUN L ELEV. DEPTH RUN REC. ROD SAMP.
RATE 0 ROCK DESCRIPTION AND REMARKS (ft) (ft) (ft) (It) (It) NO.
(Min/ft) % % G Begin Coring @ 26.5 ft LO.:
773.5 26.5 3.2 8:42 (3.0) (0.4) Run 1 I.J.O LIMESTONE (WACKESTONE/MICRITE), light bluish gray (108 7/1), medium strong, very 6:51 94% 13% thinly to thinly bedded, moderately to slightly weathered, fossiliferous, interbedded with little to some, laminated to very thinly bedded, wavy/irregular Calcareous SILTSTONE, dark gray 4:57 (N 4/) to very dark gray (N 3/); slight to moderate bioturbation, trace calcite filled pits and 770.3 29.7 burrows, few calcite healed fractures (50-60° to core axis typical), strong HCI reaction 4.9 0:25/0.2 (4.9) (1.5) Run 2 -
7:29 (Benbolt Formation-Unit E) 100% 31%
4:53 26.5-27.7,28.5-28.7,29.4-29.7ft: FZ, 5-45°, PR-PS, 0-PO, G/F/B, IV-III, mod. weathered 4:36 27.9,28.2ft: BJ, 35°, PS, P0-0, B, Ill 29.7-30.5,32.0-33.2,33.2-34.2ft: FZ, 5-45°/30°/30-60°, PS-US, T-PO, F/B/G, IV 4:58 765.4 34.6 9:56/0.9 5.1 7:16 (5.1) (3.0) Run 3 - 34.5-36.4ft: FZ, 15-30°, PS, PO-T, F-B, IV
~
5:08 100% 59%
_ " @ . 3 & _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - :3§.5 4:58 LIMESTONE (MICRITE/WACKESTONE), light bluish gray (108 7/1) to light gray (N 7/),
strong, very thinly to moderately bedded, fresh, fossiliferous, interbedded with little to some, 4:11 laminated to thinly bedded, mostly wavy/irregular Calcareous SILTSTONE, very dark gray (N 6:23/1.1 3/); slight to moderate bioturbation locally with coarse vertical and horizontal burrows, trace to 760.3 39.7 _ few calcite filled pits and burrows, few calcite healed fractures (50-60° to core axis typical),
5.0 3:05 (5.0) (4.8) Run 4 strong HCI reaction 2:16 100% 96% 39.4-39.6ft: FZ, 30°, PS, PO, F, Ill 40.8ft: J, 50°, PS, PO, B, II 1:48 40.9-41.1ft: FZ, 50°, VT, A, I, with calcite and spaced at about 0.1' 2:00 42.9,43.0,44.1ft: BJ, 25-35°, PS, T-PO, D-B, IV-II 2:14 43.0ft: J, 45°, PR, T-PO, B, II 755.3 44.7 5.0 3:49 (5.0) (4.8) Run 5 - 46.9,47.4,47.5,49.1ft: BJ, 30-45°, PS-US, T-PO, B-F, III-IV 1:58 100% 96%
3:02 3:04 2:58 750.3 49.7 5.0 4:15 (5.0) (4.7) Run 6 - 50.2ft: BJ, 35°, US, PO, B, Ill 3:05 100% 94%
2:04 1:54 2:46 745.3 54.7 5.0 4:40 (5.0) (4.2) Run 7 - 55.6ft: FZ, 5-30°, US, 0, B, IV 5:21 100% 84% 57.0,58.0ft: J, 45°, PR, VT, B, II 59.0-59.4ft: SZ, 30-60°, PL, PO-T, A-C, with calcite 3:34 3:53 3:59 740.3 59.7 5.0 2:24 (5.0) (4.8) Run 8 - 59.6,61.8ft: BJ, 25°, US-PS, PO, C-F, Ill
~
2:05 100% 96% 59.8ft: J, 60°, PR, VT, B, II 2:36 1:54 2:52 735.3 64.7 5.0 5:05 (4.9) (4.4) Run 9 - 65.9,66.8,66.9,67.2ft: J, 35-50°, PR, T, B, II 2:50 98% 88% 68.6,67.0ft: BJ, 30-35°, PR, T, B, II 68.7-69.8ft: FZ, 20-30, PS, T-0, G, IV 2:47 2:35 5:13 730.3 69.7 5.0 4:44 (5.0) (4.2) Run 10 - 71.6,73.9,74.1,74.3,74.5ft: BJ, 20-35°, PR, T-PO, B, II 2:49 100% 84% 71.7,73.9ft: J, 50°, SS-PR, T-PO, B,11-111 74.4ft: SH, 50°, PL-UL, T-0, C, II 3:20 4:33 6:15 725.3 74.7 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-152 of 706
ame GEOTECHNICAL CORING LOG 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-117 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-550X (P) Inclination: Vertical GROUND ELEV.: 800.0 ft (NAVD88) NORTHING: 570,296 US ft (NAD83) EASTING: 2,448,520 US ft (NAD83) Azimuth: NA TOTAL DEPTH: 99.7 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (I D): 140-lb Auto (337153)
DATE STARTED: 7/6/13 COMPLETED: 7/8/13 ICASING DEPTH: 26.1 ft CORE BARREL TYPE: HQ3/Diamond Impregnated core bits DRILL RUN L ELEV. DEPTH RUN REC. ROD SAMP.
RATE 0 ROCK DESCRIPTION AND REMARKS (ft) (ft) (ft) (It) (It) NO.
(Min/ft) % % G Continued from previous page 5.0 7:08 (4.8) (4.5) Run 11 LIMESTONE (MICRITE,WACKESTONE), light bluish gray (108 7/1) to light gray (N 7/),
~
3:08 96% 90% strong, very thinly to moderately bedded, fresh, fossiliferous, interbedded with little to some, 2:31 laminated to thinly bedded, mostly wavy/irregular Calcareous SILTSTONE, very dark gray (N 3/); slight to moderate bioturbation locally with coarse vertical and horizontal burrows, trace to 2:28 few calcite filled pits and burrows, few calcite healed fractures (50-60° to core axis typical),
1:59 strong HCI reaction (continued) 720.3 79.7 5.0 2:23 (5.0) (5.0) Run 12 - 75.3ft: FZ, 30°, PS, PO, K, Ill 2:40 100% 100%
2:24 1:57 2:20 715.3 84.7 5.0 2:54 (5.0) (5.0) Run 13 -
~
2:46 100% 100%
2:54 3:06 5:17 710.3 89.7 5.0 4:21 (5.0) (5.0) Run 14 - 91.0ft: BJ, 30°, PS, T-PO, B, II
~
4:22 100% 100%
3:48 2:23 2:47 705.3 94.7 5.0 3:34 (5.0) (5.0) Run 15 -
~
2:43 100% 100%
L3-26 2:34 2:41 3:00 700.3 99.7 700.3 99.7
- Boring and coring terminated at 99.7 feet.
Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-153 of 706
t 1~ t111 IB ,_,L tf!! ll EC'I' *-** l P 11!11l - !"' l
,i~S ' t ,.
-J, ) ~ le ~y .'
1, .,\L\ 1,- ">"-~
tJf_~V/\ ~ 1111 ll EC !!' *.: \'(.\ ~'t9\? (!I\ -__,.\
S .ol,o o*l~ H (~~*!)
') - 'f-'f- . l---l..j- ~;'1 C, t> l iD0-1-) '{_'i ( d*f.)
b 4'\l - ~'\ ."\
l ll!!!J :IIT E I~VIIl Iill_! t.t.i ll t - l"~.l RQl) IIJ \ (' ' 1 l <,q 7 ~"'\l ';D(IIJol \ *"'~ '~~ ~
~,_-
BORING f'/'t'-1\J
- ')'11 '4l ' * ~ \ 'i \ *.' '*"'
I ~u~_,,, . Jif;~~- ~\ t't'/) r tJEI'Tt1 S4.l CUNCJ.WIVER SMR PROJECT AMEC..PROJECT 64611 13 HJ72 130RING BOX -L/ --
IJEPTH ____i} _ l _(ft)TO ~1 (!r)
Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-154 of 706
AMEC PIWJECT fitllill13 1!172 BOI~IN(, ('i\ ~ \\l ~0;. ;
IJEPTH ~~~ (lf)lO ~' l (It)
Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-155 of 706
ame 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: 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 ISAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 ROD TYPE: AWJ IHAMMER (I D): 140-lb Auto (337153)
DATE STARTED: 8/4/13 ICOMPLETED: 8/5/13 IHOLE DIA.: 4" ICASING DEPTH: 19.0 ft CORE SIZE:HQ3 IBITS USED: 4" Roller Cone ELEV. DEPTH BLOW COUNT BLOWS PER FOOT SAMP. L 0 SOIL DESCRIPTION AND REMARKS (ft) (ft) 0.5ft 0.5ft 0.5ft 0 20 40 60 80 100 NO. G 799.8 Ground Surface 799.8 0.0
~~~.l:l u.u 5 6 3 SS-1 FILL: LEAN CLAY (CL), yellowish brown (10YR 5/4), stiff,
. '9.
~ moist, low to moderate plasticity fines, few fine subangular
~
gravel, trace medium sand, trace organics, strong HCI
~~~~~-------------------3Q FILL: FAT CLAY with Gravel (CH), weak red (10R 5/3),
~
795.8 4.0 3 3 4 ----ss:2 medium stiff, moist, moderate to high plasticity fines, little
- F 1- fine to coarse subangular to angular gravel, trace coarse
~
793.9 5.9 sand, trace organics, strong HCI reaction 2 2 2 SS-3 5.9ft: As above, to reddish gray (10YR 6/1), soft, few coarse
. ~4. sand, weak to no HCI reaction
{0~
790.9 8.9 ~~----------------------8&
ss::l FILL: Gravelly LEAN CLAY (CL), reddish brown (2.5YR 5/3),
2 1 2 1- soft to very soft, wet, moderate to low plasticity fines, some 3.
788.9 10.9 - fine to coarse angular gravel, few medium to coarse sand,
{0 ~ ~RESIDUAL 2 1 1 ----ss:s weak HCI reaction
.12
~
soll:cCAYE:v GRAVELwitii 8and(GC["IiQh~ Q 8 3 786.0 13.8 8 SS-6 yellowish brown (10YR 6/4) and gray (10YR 6/1), medium 0 1- dense, moist, fine to coarse subangular gravel, little low to moderate plasticity fines, little medium to coarse sand,
~
strong HCI reaction 781.0 18.8 50/0.3 ~
~IJ--WEATHERED "RocK: uME:8ToNE,sam[ii8d"as ci.AYEY~~
1- GRAVEL with Sand (GC), gray (10Y 6/1), very dense, moist, fine to coarse subangular to angular gravel, little low to moderate plasticity fines, little medium sand, strong HCI reaction Soil drilling halted. Log continues on geotechnical coring log Observed water levels:
1- 18.3 ft bgs, AM 8/5/13 1-1-
1-1-
Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-156 of 706