ML19030A506
| ML19030A506 | |
| 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: ML19030A506 (9) | |
Text
a me GEOTECHNICAL CORING LOG Prepared By: MBL Date: 3/5/14 Checked By: JCM Date: 3/5/14 SHEET 1 OF 3 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-111 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-550X (P)
Inclination: Vertical GROUND ELEV.:
801.1 ft (NAVD88) NORTHING:
570,329 US ft (NAD83) EASTING: 2,448,345 US ft (NAD83) Azimuth:
NA TOTAL DEPTH:
173.9 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (I D): 140-lb Auto (337153)
DATE STARTED:
7/20/13 COMPLETED: 7/23/13 I CASING DEPTH: 40.9 ft CORE BARREL TYPE: HQ3/Diamond Impregnated core bits ELEV. DEPTH RUN (ft)
(ft)
(ft) 766.4 34.7 4.2 762.2 38.9 5.0 DRILL RATE (Min/ft)
RUN REC.
ROD SAMP.
(It)
(It)
NO.
L 0
G ROCK DESCRIPTION AND REMARKS Begin Coring@ 34.7 ft 7:14 1-~(3~.1~) +-cc(1~.9=)+-~R-un~1--+D.,.JL-10 D.4 LIMESTONE (MICRITE/WACKESTONE) to (PACKSTONE/GRAINSTONE), gray to dark 4:01 74%
45%
gray (N 6/-N 4/), medium strong to strong, very thinly to thinly bedded, moderately to slightly weathered and fresh, fossiliferous, interbedded with little to few laminated to very thin 4:36 Calcareous SILTSTONE, very dark greenish gray to greenish black (10Y 3/1-2.5/1),
5:16 wispy/wavy to irregular and diffuse bedding; slight bioturbation, strong HCI reaction (Ben bolt Formation-Unit E) 1 :~~~-
2 (4.7)
(2.2)
Run 2 ~
34.7-35.1ft: FZ, 30-45°, PS-US, K, IV 2:56 94%
44%
35.4,36.1,36.7,3~.9,37.2,37.3,37.5ft: BJ, 30°, PS, F, Ill 5
- 45 35.5,37.4ft J, 60, v;-T, B, II 39.9-40.1ft. FZ, 5-45, US, K, IV 11:17
=- ~8§_ I 40.4,40.7,40.9,41.2,41.7ft: BJ, 30°, PS-PR, T-PO, B-C, IV 5:18
==
\\40.8-41.2ft: J, 55°, T-VT, A-C, I, with calcite I
l--'-"75,_,7~.2'+-----"4"'3"".9"+--c~+-----;c~--+~~l-c=+--;o---;:---l--:-"-'-
- 41. 7ft J, 40°, PS, 0, C, IV I
5.0 6:05 (4.8)
(4.7)
Run 3 =-
l.g.1_:4~3_ft: ~Z,_}Q: <J11d_6Q:, _lJS_,_F.._1\\/_ ___________________ j 4:29 96%
94%
-=
CALCAREOUS SILTSTONE, very dark greenish gray to greenish black (10Y 3/1-2.5/1), weak to medium strong, laminated to thinly bedded, locally with moderately bedded appearance, 4:23
-= -
slightly weathered to fresh, interbedded with few to little, locally to some, laminated to thin 4:33
=-'-
LIMESTONE (MICRITE/WACKESTONE), gray to dark gray (N 5/-N 4/), amorphous and
-'-=
diffuse to irregular and nodular bedding, locally fossiliferous; slight to moderate bioturbation, l-~7~52~.~21-~4=8~.9"t-~;-t-"""
3 6
- .-;c 2
1 9
2
~+(;-;-
4 8
") -r-,(
4 2
);+--;c;:Ru-=n""""'
4--+cc-_"'
trace calcite filled pits and burrows, trace pyrite 5.0 46.3,46.4ft: J, 70-80°, SR, T, B, II 4:23 96%
84%
=-
46.4,47.6ft: BJ, 30°, PS, PO, B, II 747.2 53.9 5.0 49.8ft: J, 30°, UR, T-0, B, II 3:30 50.0,51.0ft: BJ, 30°, PR, T, B, II 3:07
-=
51.6,52.1ft: FZ, 30-85°, PS,SS, T-0, B-C,11-111
-:--...c.
53.2ft: J, 55°, UR, T-PO, B, II 4:31 5:34 3:30 (5.0)
(4.5) 100% 90%
Run 5
- 55. 7ft: BJ, 30°, PS, PO, B, II 55.8ft: J, 30-45°, PR, B, II
- 58. 7ft: BJ, 30°, PS-US, T-PO, B, II t:;
3:11 0
~
~31
~
4:04
~~---~74~2~.~21-~5~8~.9"+-~--+-~~+~~~~~~~~~-~
~
5.0 4:18 (5.0)
(4.6)
Run 6
~
3:40 1 00% 92%
3:22
~
0 2:59 59.6ft: FZ, 30-45°, PS-SS, T-0, B, Ill
~
~
~
01--'-"73,_,7~.2'+--~6~3"".9+-~+-~~--+~~~---~+--;o-~-]~~
~
4.9 4:18 (4.9)
(4.5)
Run 7
.j4, 42.3
~
2:55 1 00% 92%
~
2 57
~-:--- =ll 4
&_ -LiMESTONE-(MICRITEiWACKESTONEJPACKSTONE),-gray-to dark gray (N-5/-N-4/j,-- Q§.
5 (5
3:oo medium strong to strong, laminated to thinly bedded, locally nodular, fresh, fossiliferous, f9 732_3 68_8 3:35/0.9 interbedded with some to little laminated to thin Calcareous SILTSTONE, greenish black (10Y 0 l-~'"-"-l---"'""'-jf---.c5~.1--+-~3:=38~+-(~4~.9~) +-c(4~.=2)+~Ru-n~a--+~...,.t.,J 2.5/1 ), wispy/wavy to irregular and diffuse bedding; slight bioturbation, trace calcite filled pits
~
2:
11 96%
82%
and burrows, strong HCI reaction
~
69.0,69.1,69.2,69.3ft: BJ, 30°, PR-SR, T-PO, B, II 3:36 69.9ft: J, 40°, SR, T-PO, B, II 5
5:06 71.5-71.7ft: FZ, 30°, PS, 0, K, IV 5
3:53/1.1 Uf--~7~27~.~21-_7~3~.9"+-~--+-~~+-~~~~~~~~TL
~
5.0 3:19 (5.0)
(5.0)
Run 9 77.7ft: BJ, 30°, PS-US, T-PO, C, Ill g
2:07 1 00% 1 00%
2:17 0~
u 2:06
~~---~7~22~-~21-_7~8~.9"+-~--+-=
2
- =
16~+-~~~~~~~~~
~
5.0 3:01 (5.0)
(5.0)
Run 10 82.6ft: FZ, 30°, PS, 0, F, II
~
2:25 1 00% 1 00%
85.5-85.7ft: FZ, 30-40°, PR-PS, PO, B, II 0
2:05
~
2:28
~
UL-----L---~~--~----~----~--~----~~~----------------------------------------------------------------------..J Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-109 of 706
GEOTECHNICAL CORING LOG a me SHEET 2 OF 3 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-111 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-550X (P)
Inclination: Vertical GROUND ELEV.:
801.1 ft (NAVD88) NORTHING:
570,329 US ft (NAD83) EASTING: 2,448,345 US ft (NAD83) Azimuth:
NA TOTAL DEPTH:
173.9 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (I D): 140-lb Auto (337153)
DATE STARTED:
7/20/13 COMPLETED: 7/23/13 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 717.?
A"< Q 2:30
~
5.0 3:01 (5.0)
(4.5)
Run 11 2:30 100% 90%
715.4 85.7 2:14
~
LIMESTONE (PACKSTONE/GRAINSTONE), gray to dark gray (N 6/ to N 4/), strong, very thinly to moderately bedded, fresh, fossiliferous, with trace to few laminated Calcareous 3:40 SILTSTONE partings, greenish black (10Y 2.5/1); trace stylolites, trace calcite filled pits, 712.2 88.9 5:01 strong HCI reaction (Rockdell Formation-Unit D) 712.2 88.9 5.0 5:20 (5.0)
(5.0)
Run 12
~
LIMESTONE (MICRITE/WACKESTONE), gray to dark gray (2.5Y 5/1-4/1), strong, laminated 3:30 100% 100%
to thinly and moderately bedded, locally nodular, fresh, fossiliferous, interbedded with little to some, laminated to very thin Calcareous SILTSTONE, greenish black (10Y 2.5/1) to black (5Y 3:53 2.5/2), mostly planar to wavy and diffuse bedding, and few very thin to thin chert beds, lenses, 4:22 and irregular nodules (dark gray to black, with calcite filled tensional fractures orthogonal to bedding); slight to moderate bioturbation, trace calcite filled burrows, pits and vugs 707.2 93.9 5:25 (separate/non-touching), strong HCI reaction 5.0 5:27 (5.0)
(4.3)
Run 13
~
86.0,88.2ft: BJ, 30°, PS, T-PO, B-C, II-III 4:06 100% 86%
86.6ft: J, 40°, SR, PO, C, II 87.3ft: BJ, 30°, PS, 0, G, IV 3:50 91.5ft: BJ, 30°, PR, T, B, II, spaced at about 0.05' 4:30 94.6-94.8ft: FZ, 30-40°, PS, T-0, B, II, with trace nodular pyrite 95.5ft: SH, 55°, PL, T, C, II, with trace calcite 702.2 98.9 3:42 96.1ft: SH, 30°, PL, T, C, II, with calcite 5.0 4:32 (5.0)
(5.0)
Run 14
~
96.3-96.6ft: FZ, 30-85°, T-PO, C, Ill 2:56 100% 100%
98.3ft: BJ, 30°, PR, T, B, II 98.4ft: J, 50°, SR, T-PO, B, II 2:36 2:49 697.2 103.9 2:58 5.0 4:02 (4.9)
(4.7)
Run 15 104.4,108.3,108.5,108.6ft: BJ, 30°, PS, T-PO, B, II 4:35 98%
94%
104.4ft: J, 45°, PR, T, B, II 107.0ft: BJ, 30°, PS, P0-0, C, Ill 4:57 4:42
~@.31._---------------------------------- __ 1QZ.9 692.2 108.9 4:11 LIMESTONE (MICRITE), light gray (N 7/), strong, laminated to thinly bedded, fresh, 5.0 5:32 (4.9)
(4.1)
Run 16 interbedded with few laminated to very thin Calcareous SILTSTONE, black (N 2.5/), irregular 98%
82%
to discontinuous and diffuse bedding, trace to few very thin to thin chert beds, lenses, and 4:35 elongated to irregular nodules (light gray to black, with calcite filled tensional fractures as 2:51 above); locally argillaceous and amorphous in moderately thick beds with sparry calcite "bird 3:13 eyes", trace fossils, trace calcite filled pits, strong HCI reaction 108.9-109.3ft: FZ, 30-45°, PS, T-PO, B, II 687.2 113.9 2:27 111.2ft: J, 45°, PR, T-PO, B, II 112.5ft: J, 60-65°, PR, T, C, II 5.0 4:18 (4.9)
(4.5)
Run 17 112.6ft: BJ, 35°, PR-SR, T-PO, B, II 3:38 98%
90%
112.8ft: J, 90°, SR, 0, B, II 7:13 116.5ft: SH/BJ, 30°, PL-PS, B, II, with trace calcite 116.5-118.8ft: J, 50-60°, VT, A, I, with calcite and spaced at about 0.2' 3:46 116.8ft: BJ, 30°, T, B, II 3:37 116.9,117.9ft: J, 65°, PR, T, B, II 682.2 118.9 117.7,117.8,117.9ft: BJ, 30°, PS, T, B, II 5.0 5:26 (4.8)
(3.9)
Run 18 119.6ft: BJ, 30°, P0-0, B, Ill 96%
78%
L3-19 121.0-121.4ft: FZ, 30° and 85°, PS, T-PO, B, Ill 4:58 5:52 4:32 677.2 123.9 7:07 5.0 5:24 (5.0)
(5.0)
Run 19
~
127.3-127.6ftJ, 65-70°, T, A, II 4:05 100% 100%
4:18 3:20 672.2 128.9 4:00
_6Z_2&_---------------------------------- __ 1~.5 5.0 3:54 (4.8)
(3.7)
Run 20
~
3:05 96%
74%
3:25 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-110 of706
GEOTECHNICAL CORING LOG a me SHEET 3 OF 3 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-111 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-550X (P)
Inclination: Vertical GROUND ELEV.:
801.1 ft (NAVD88) NORTHING:
570,329 US ft (NAD83) EASTING: 2,448,345 US ft (NAD83) Azimuth:
NA TOTAL DEPTH:
173.9 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (I D): 140-lb Auto (337153)
DATE STARTED:
7/20/13 COMPLETED: 7/23/13 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 3:38
~
LIMESTONE (MICRITE/WACKESTONE), gray to dark gray (N 5/-N 4/ and 2.5Y 4/1) to 667.2 133.9 9:01 greenish gray (5BG 6/1) and bluish gray (5PB 6/1) to light gray (5YR 7/1 ), strong, very thinly to moderately bedded and nodular, locally laminated, fresh, locally fossiliferous, interbedded with 4.9 5:51 (4.5)
(3.6)
Run 21
~
little to some, mostly laminated to thin, locally moderately bedded, Calcareous SILTSTONE, 4:40 92%
73%
greenish black (1 OY 2.5/1 ), wavy/irregular to diffuse bedding, and little to some very thin to thin 4:39 chert beds, lenses, and nodules (dark gray to black, with calcite filled tensional fractures as above); slight to moderate bioturbation, trace calcite filled burrows, pits, and vugs 5:47 (separate/non-touching), strong HCI reaction (continued) 11:36/0.9 130.7ft: BJ, 30°, PS, PO, B, II 662.3 138.8 131.5ft: SH, 30°, PL, T-PO, C, II, calcite-healed 5.1 7:03 (5.0)
(4.2)
Run 22 :
131.8ft: BJ, 25-30°, PR, T, B, II 10:26 98%
82%
131.9ft: J, 10°, PS, T, B, II 132.7ft: FZ, 30-45°, PS, T-PO, C, II 7:39 133.6-133.8ft: FZ, 30°, PS, P0-0, B, II 3:40 134.1,134.3,134.5ft: BJ, 25°, PR-PS, T, B, II 3:55/1.1 135.7-135.8ft: SZ, 10-30°, VT, A, I, calcite-healed 657.2 143.9 138.6-139.2ft: FZ, 5-45°, PS, T-PO, B, II 5.0 3:45 (5.0)
(4.7)
Run 23
~
141.8ft: J, 5°, SR, VT, A, I 3:11 100% 94%
143.0ft: J, 25°, PR, T, B, II 147.5,148.1, 148.2, 148.8ft: BJ, 30°, PS, T-PO, B-C, II-III 2:38 2:44 652.2 148.9 3:25 5.0 4:06 (5.0)
(4.8)
Run 24
~
149.5-149.6ft: FZ, 30-40°, PS, T-0, B, II 4:09 100% 96%
152.3ft: FZ, 30-40°, PS, T-PO, B, Ill, with calcite 153.3ft: BJ, 30°, US-UL, C, II 3:52 153.9-154.5ft: FZ, 30° and 45°, T-PO, B-C, II-III 4:04 647.2 153.9 4:49 5.0 5:07 (5.0)
(4.4)
Run 25 ~
_13+/-.6&_---------------------------------- __ 1§<1.6 3:10 100% 88%
CALCAREOUS SILTSTONE, greenish black (10Y 2.5/1 ), medium strong, laminated to very thinly bedded, fresh, interbedded with little laminated to very thin, diffuse LIMESTONE 2:53 (MICRITE), dark gray to very dark gray (N 4/-N 3/); moderate to strong bioturbation with calcite filled burrows, strong HCI reaction 2:58 3:32 642.2 158.9 642.3 158.8 5.0 4:22 (5.0)
(4.8)
Run 26 LIMESTONE (MICRITE), gray (N 6/-N 5/) to light gray (7.5YR 7/1) with trace very pale brown 100% 96%
L3-21 (10YR 7/3) staining, strong, mostly laminated to very thinly bedded, fresh, slightly argillaceous, 3:11 interbedded with few to little laminated Calcareous SILTSTONE, very dark gray (N 3/), wispy 3:15 and diffuse to mostly planar bedding, and few very thin to thin chert beds, lenses, and nodules 4:05 (very dark gray, with calcite filled tensional fractures as above); trace calcite filled pits and burrows, strong HCI reaction 637.2 163.9 5:04 162.6ft: J, 45°, SR, T, B, II 5.0 6:34 (4.8)
(4.6)
Run 27 163.8ft: SH, 30°, PL, 0, C, II 96%
92%
163.9ft: J, 40°, PR, 0, C, II 4:40 165.3-165.5ft: FZ, 5-30°, PS, 0, C, II, mechanically reduced to rubble 6:18 165.7ftl J, 65°, VT, A, I, with calcite 6:54 166.5ft: J, 45°, PS, T, B, II-III 167.7-167.8ft: FZ, oo and 30°, PS-SS, B, II 632.2 168.9 6:05 5.0 5:31 (4.8)
(4.7)
Run 28
~
168.9-169.2,169.8-170.0ft: FZ, 50°, VT, A, I, with calcite 4:56 96%
94%
169.8,171.4ft: BJ, 30°, PR-PS, P0-0, C, Ill 171.9ft: BJ, 20°, PO, B, Ill, with trace calcite 3:59 173.4ft: BJ, 30°, PS-US, PO, C, Ill 5:17 627.2 173.9 6:06 627.2 173.4-173.6ft: Trace pale red (5R 7/3) 173.9 Boring and coring terminated at 173.9 feet.
Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-111 of706
MP-111-Boxes 1 and 2 Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-112 of706 IWN !.."!.!.!:-.!ii£~L_II!.! I~EC !!" r f'* \\1~\\10 1111 -.:!!'6-1 lil l t. \\- a>~ s.ll \\!****
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MP-111-Boxes 5 and 6 I~MEC 1'/WJECT !ltl6Jl 13 11!7 L
/30RING _.!!jf-1\\ l_aox ~
DEPTH
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---+-
'"f. ft. -*-:..:?*'-
'~.,_.......,_.!.!L.~i4fr!.. <;'lJJ!/'.-'* * "'~-=~
... ~----~
~ -
~-
Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-113 of706
MP-111-Boxes 9 and 10 Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-114 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 COUNTY: Roane, TN Checked By: JCM Date: 3/5/14 SHEET 1 OF 1 I GEOLOGIST: M. Lear DRILLER: B. Woods/G. Akins Boring Orientation BORING NO.:
MP-111 PS DRILL METHOD: Air Rotary DRILL MACHINE: Schramm T450 BH (M&W) Inclination: Vertical GROUND ELEV.:
801.6 ft (NAVD88) NORTHING:
570,346 US ft (NAD83) EASTING: 2,448,334 US ft (NAD83)
Azimuth:
NA TOTAL DEPTH: 59.5ft I SAMPLE METHODS: NA-Not Sampled I ROD TYPE: NA I HAMMER (ID):NA DATE STARTED: 9/3/13 I COMPLETED: 9/3/13 I HOLE DIA.: 6-10" I CASING DEPTH: 39ft I CORE SIZE:NA I BITS USED: 6" & 10" Roller Cones ELEV. DEPTH BLOW COUNT BLOWS PER FOOT (ft)
(ft) 0.5ft 0.5ft 0.5ft 0
20 40 60 80 801.6 Ground Surface SAMP.
L 0
100 NO.
G SOIL DESCRIPTION AND REMARKS 801.6
~t-Note:
~
This boring was drilled for the purpose of collecting P-S
~
~I-velocity data.
Test-hole construction:
A 6-inch diameter hole was advanced to 59.5 feet below ground surface via air-rotary drilling methods. Roller cone bits (6" and 10" diameter) were
~
used to the top of weathered rock/rock and a 6" hammer bit was used to advance in rock to the termination depth. The
~
of 39.0 feet to accommodate setting of temporary steel
~~t-borehole was reamed to a diameter of 10-inches to the depth
~
casing. 3-inch diameter schedule 40 PVC casing with flush threads was set to the bottom of the borehole at 59.5 feet.
Plastic centralizers were installed at approximately 20-foot
~I-intervals from the bottom up to keep the PVC casing
~
centered in the drilled boring.
The casing was filled with
~
water to keep it in place during the grouting of the annulus.
~1-The annulus of the borehole was tremie-grouted per the specified grout mix (AMEC deviation request CRP-04, Rev
- 1) to the surface and the steel casing was removed.
~~I-Soil and rock samples were not collected during the drilling
~
process and no groundwater measurements were made.
Following completion of down-hole geophysical testing, the
~
3-inch PVC casing was left in place and filled with grout (standard grout mix specified for the project).
The
~
stratigraphy depicted on this bore log is based on observations of the drilling by the rig geologist and the
~t-adjacent boring.
~~67.6
~ ~--
~ 762.9
..52f+59.6 I-1-
I-742.1 Boring terminated at 59.5 feet.
1-I-
1-0.0 34.0 38.7 42.0 59.5 UL---~~--~~--~----~--~~------------------------------~--~--~--------------------------------------------..J Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-115 of706
a me BECHTEL NO.: 25847 AMEC PROJECT NO.: 6468-13-1072 SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee BORING NO.:
MP-111 UD DRILL METHOD: Hollow-Stem Auger 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: G. Akins/B. Woods Boring Orientation DRILL MACHINE: D-120 (MW-2)
Inclination: Vertical GROUND ELEV.:
801.7 ft (NAVD88) NORTHING:
570,356 US ft (NAD83) EASTING: 2,448,326 US ft (NAD83)
Azimuth:
NA TOTAL DEPTH: 20.0 ft I SAMPLE METHODS: ASTM D 1587-08 (2012); 2488-09a I ROD TYPE: AWJ I HAMMER (ID):NA-No SPT Performec DATE STARTED: 9/13/13 I COMPLETED: 9/13/131 HOLE DIA.: 8" ELEV.
(ft) 801.7 796.6 794.4 791.8 786.6 784.3 DEPTH BLOW COUNT BLOWS PER FOOT (ft) 0.5ft 0.5ft 0.5ft 0
20 40 60 Ground Surface 5.1 7.3 9.9 15.1 17.4 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-116 of706 I CASING DEPTH: NA ft I CORE SIZE:NA I BITS USED: 4.25" HSA finger bit SAMP.
L 80 100 0
SOIL DESCRIPTION AND REMARKS NO.
G 801.7 0.0
~
FILL: Gravelly FAT CLAY (CH), brown (7.5YR 5/4), moist, high plasticity fines, little to some fine to coarse angular
~
I-gravel (Not Sampled-Described from auger cuttings)
~u_ ______________________
4Q FILL: FAT CLAY (CH), light yellowish brown (10YR 6/4) to
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olive gray (5Y 5/2), moist, moderate to high plasticity fines,
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few to little fine to coarse gravel sized angular rock 1-fragments (limestone and chert)
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79~--------------------- _9,§_
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~
FILL: Gravelly FAT CLAY (CH), yellowish brown (10YR 5/4),
moist, moderate to high plasticity fines, little fine gravel sized angular rock fragments (limestone and chert), little fine to
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1-coarse sand
~~----------------------13Q FILL: Sandy FAT CLAY with Gravel (CH), grayish brown (10YR 5/2), moist, high plasticity fines, little fine to coarse
~
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sand, little fine gravel sized angular rock fragments (limestone and chert)
I-
~
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~81.7 20.0 Boring terminated at 20.0 feet.
1-Shelby Tube Samples:
ST-1: 5.1-7.1ft; rec=0.9ft; PP=2.00, 2.00, 2.25 tsf ST-2: 7.3-9.3ft; rec=1.1ft; PP=1.75, 1.25, 1.50 tsf ST-3: 9.9-11.9ft; rec=1.3ft; PP=2.75, 2.00, 2.00 tsf ST-4: 15.1-17.1ft; rec=0.8ft; PP=1.50, 1.25, 1.00 tsf ST-5: 17.4-19.4ft; rec=0.8ft; PP=1.00, 1.00, 1.25 tsf 1-I-
I-1-
I-
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: M. Lear SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: G. Bilbrey/J. Walker Boring Orientation BORING NO.:
MP-112 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: CME-75 (TSD)
Inclination:
28° GROUND ELEV.:
799.2 ft (NAVD88) NORTHING:
570,262 US ft (NAD83) EASTING: 2,448,472 US ft (NAD83)
Azimuth:
N 47° E TOTAL DEPTH:
177.5 ft I SAMPLE METHODS: ASTM D 2488-09a; 2113-08; 6032-08 I ROD TYPE: AWJ I HAMMER (ID):NA-Sampler pushed DATE STARTED: 7/5/13 I COMPLETED: 7/9/13 I HOLE DIA.: 4" I CASING DEPTH: 26.0 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 u.u NA NA NA 3.7 NA NA NA 6.0 NA-f-NA- -NA-8.5 NA NA NA 11.5 NA NA NA 14.0 NA NA NA 16.2 NA NA NA BLOWS PER FOOT 40 60 80 Ground Surface SAMP.
L 0
100 NO.
G SS-1 0
~0 SOIL DESCRIPTION AND REMARKS FILL: POORLY GRADED GRAVEL with Clay (GP-GC), gray (N 5/), moist to wet, fine to coarse angular gravel, few to little moderate plasticity fines 0.0
~
50
~~-FiLL: FAT cLA¥ -with Gravei (c"H);-gray(N 5/fto-light_.,..
ss::3 ~
yellowish brown (10YR 6/4), moist, moderate to high 1---s-s-4-"~~~-;;~~;~~~~;~;E~;;;; fol!' ~~
~~:~-. _sQ and fine gravel sized subrounded to subangular rock fragments, no HCI reaction; SS-4 had organic decay odor 11 _0
~
mt--FiLL:LEAN CLAY with Gravei{Cl.j;""yeiiowiSii red{5YR476)-. -* ~
~
//~m~
moist, low to moderate plasticity fines, little rounded to
///~ ~~~r~~;~~
0
~fine to coarse gravel, few fine to coarse sand, no,J_3Q
~
~---------------------1 ss-6 ~
FILL: FAT CLAY (CH), yellowish red (5YR 5/8), moist, moderate to high plasticity fines, trace fine subrounded to
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subangular gravel and fine to coarse sand, no HCI reaction;
~
~
SS-6 had organic decay odor
~~---------------------- _18,§_
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~~~~~~~t ~~~~r=~ ~oc~~ ~~~~~~~rf~n~:~~ahc~r~~~~
2 fi~~
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to coarse sand, trace organics (roots), strong HCI reaction 21.3 Sampler refusal on rock at 26.2 feet.
!:; 1----t---'~'----lr.NccA;;--t-;:-;NA-;;-+-""'"N;-;;A---i
ss:8 ~
~
-~~
~
~
~~-----~2~6~.2~~~-+~~+-~~~---~~~~~~~~~~~~~~~+-~~~~-~~~--~~~----~------~~~~~~--~2~6~.2
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NA NA NA ss-9 Soil drilling halted. Log continues on geotechnical coring log o
NOTE: Elevations not shown. Depths indicated on log are
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lengths measured along plunge of boring from ground
§5 surface.
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..J u
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d C/o 0
0
..J g
"' 0
~
..J u
..J g
~
~
~
~
0
~
..J Observed water levels:
2.1 ftbgs,AM7/6/13 1.8 ft bgs, AM 7/7/13 0.0 ft bgs, AM 7/8/13 2.4 ft bgs, AM 7/9/13 UL-----L---~~--~----~--~~------------------------------~--~--~--------------------------------------------..J Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-117 of 706