ML18003A668
| ML18003A668 | |
| 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: ML18003A668 (9) | |
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: J. Terry SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: G. Akins/K. Amburn Boring Orientation BORING NO.:
MP-217 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: D-120 (MW-2)
Inclination: Vertical GROUND ELEV.:
811.6 ft (NAVD88) NORTHING:
571,125 US ft (NAD83) EASTING: 2,448,169 US ft (NAD83) Azimuth:
NA TOTAL DEPTH: 99.3 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (I D): 140-lb Auto (R308)
DATE STARTED:
7/23/13 COMPLETED: 7/25/13 I CASING DEPTH: 39.3 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 @ 39.3 ft 772.3 39.3 5.0 3:31 (5.0)
(2.3)
Run 1 IL.6 CALCAREOUS SILTSTONE, dark reddish brown (2.5YR 3/3-2.5/3) to very dusky red (2.5YR 100% 46%
5/2) with greenish black (10Y 2.5/1), weak to medium strong and strong, laminated to very 2:30 thinly bedded, slightly weathered to fresh, interbedded with little to some, mostly laminated to 2:10 thin LIMESTONE (WACKESTONE/MICRITE), gray to dark gray (N 5/-4/) and dark greenish 2:08 gray (5GY 4/1); strong bioturbation with vertical and horizontal burrows, trace calcite filled pits and burrows, strong HCI reaction 3:37 (Lincolnshire Formation-Fieanor Member-Unit B) 767.3 44.3 5.0 2:56 (5.0)
(4.0)
Run 2 39.3ft: J, 70°, SR, PO, B, II 100% 80%
39.5,40.0,40.1,40.2,40.3,40.5ft: BJ, 30°, PR, PO-T, B, Ill 3:19 39.6ft: J, 50°, SR, PO, B, Ill 4:27 40.6,40.9,41.6,41.7ft: BJ, 25-30°, SR, PO, D, Ill 41.9,42.1,42.2,42.4,43.2,43.3,43.6,43.7,44.1ft: BJ, 30°, PR, T-PO, D, II 3:21 44.9,45.1,45.4,45.6,45.8,46.2,47.0,47.4ft: BJ, 20-30°, PRIURISR, T-PO, B, II 3:00 46.4ft: J, 55°, PR, T-PO, B, II 762.3 49.3 fb£.1 48.b 0.2 9:28/0.2 (0.2)
(0.0)
Run 3 47.7ft: J, 45°, SR, T-PO, B, II 4:"8 2:55/0.8 100%
0%
Run 4 48.3,48.8ft: BJ, 25-30°, PRIUR, T-PO, B, II (4.8) 1(3.7) 50.9ft: J, 10° and 60°, SR, T-PO, B, II 2:02 2:04 51.1ft: J, 25-50°, SR, T-PO, B, II 100% 77%
51.5,51.7,51.8,51.9ft: BJ, 25-30°, PR-PS, T-PO, B, II 1:56 51.7ft: J, 65-70°, SR, T-PO, B, II 2:12 52.2,52.6,52.7,52.8,52.9ft: BJ, 25-30°, PR-PS, T-PO, B, II 757.3 54.3 52.8ft: J, 70°, SR, T-PO, B, II 5.0 2:47 (5.0)
(2.4)
Run 5 53.4,53.5ft: BJ, 25-30°, PR, T-PO, B, II 100% 48%
2:52 53.7,53.8ft: BJ/SH, 25°, PL, T-PO, B-E, II 54.9,55.2,55.7ft: BJ, 30°, PR-SR, PO, B, II 3:11 55.3ft: J, 60°, SR, T-PO, B, Ill 3:42 56.2,56.3,56.6,56.7ft: BJ, 20-30°, SS, T-PO, E, Ill 57.5,57.6,57.7,57.8,58.0,58.3ft: BJ, 25-30°, SR-SS, T-PO, B-C, II 4:23 752.3 59.3 58.4,58.6,59.0ft: BJ, 25-30°, SR, B-D, II 5.0 2:46 (5.0)
(4.7)
Run 6 59.6,60.2,60.7,61.1ft: BJ, 20-30°, PR, T-PO, B, II 100% 94%
3:16 61.5ft: J, 60°, PR, T-PO, C, II, with calcite 61.4,61.5,61.6,61.8,62.1,62.6,63.2,63.8ft: BJ, 25-30°, PR-SR, T-PO, B, II 3:52 2:29 3:08 747.3 64.3 6~..
5.0 2:41 (5.0)
(5.0)
Run 7
_7+/-_6&_---------------------------------- -- Q§.1
~
742.3 737.3 732.3 727.3 3:23 100% 100%
2:27 2:33 2:07 69.3 5.0 3:27 (5.0)
(4.8)
Run 8 100% 96%
2:23 1:56 1:44 1:44 74.3 5.0 1:31 (5.0)
(4.8)
Run 9 L3-44 100% 96%
1:16 1:14 1:18 1:13 79.3 5.0 2:52 (5.0)
(4.6)
Run 10 100% 92%
1:44 1:22 1:19 1:13 84.3 5.0 1:35 (5.0)
(4.7)
Run 11 100% 94%
1:28 1:38 1:45 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-344 of 706 CALCAREOUS SILTSTONE, very dark greenish gray (5GY 3/1) to greenish black (10Y 2.5/1 ),
very dark gray (N 3/), and very dark greenish gray (10Y 3/1), weak to medium strong and strong, laminated to very thinly bedded, locally with moderately bedded appearance, fresh, interbedded with little to some laminated to thin LIMESTONE (MICRITE/WACKESTONE),
gray (N 5/), trace fossils; moderately bioturbated with few horizontal and vertical burrows, trace calcite filled pits and burrows, strong HCI reaction 65.1,65.9,66.4,67.9,68.5,68.9ft: BJ, 25-30°, PR-UR, T-PO, B, II 66.8ft: J, 45°, SR, T-PO, B, II 69.3,70.0,70.7,71.4,72.8,73.6ft: BJ, 20-30°, PS-SS, T-PO, B, II 75.3,75.5,76.6,77.4,78.1,78.9ft: BJ, 20-25°, PR, T-PO, B, II 79.6ft: J, 20°, PS, T-PO, B, II 79.7,80.1,81.0,82.3,84.1ft: BJ, 25°, PR, T-PO, B, II 85.2,86.0,86.2,88.1ft: BJ/SH, 20-30°, SL, T-PO, C, II, with calcite, trace pyrite 87.6ft: BJ, 30°, PR, T-PO, B, II 89.0ft: J, 85°, SR, 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: J. Terry SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: G. Akins/K. Amburn Boring Orientation BORING NO.:
MP-217 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: D-120 (MW-2)
Inclination: Vertical GROUND ELEV.:
811.6 ft (NAVD88) NORTHING:
571,125 US ft (NAD83) EASTING: 2,448,169 US ft (NAD83) Azimuth:
NA TOTAL DEPTH: 99.3 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (I D): 140-lb Auto (R308)
DATE STARTED:
7/23/13 COMPLETED: 7/25/13 I CASING DEPTH: 39.3 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 1:42 722.3 89.3 5.0 2:31 (5.0)
(4.7)
Run 12 ~
_WI_ ____________________________________ ~.9 717.3 712.3 3:00 100% 94%
2:43
=-'--
2:29 3:22 94.3 5.0 3:30 (4.9)
(4.9)
Run 13 98%
98%
3:11 3:07
=-'--
2:10 2:23 99.3 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-345 of 706 CALCAREOUS SILTSTONE, dark reddish brown (2.5YR 3/3-2.5/3) with trace very dark greenish gray (5GY 3/1 ), weak to medium strong and strong, laminated to very thinly bedded, locally with moderately bedded appearance, fresh, interbedded with little to some laminated to thin LIMESTONE (MICRITENVACKESTONE), gray (10Y 5/1-10YR 5/1), locally fossiliferous; strongly bioturbated with vertical and horizontal burrows, trace calcite filled pits and burrows, strong HCI reaction 90.6,91.8,92.8ft: BJ, 25-30°, PR, T-PO, B, II 92.9ft: J, 70°, SR, T, B, II 93.2ft: BJ, 15°, PR, T, B, II 93.91: BJ, 25-30°, PR, T-PO, B, II 95.5ft: J, 75-80°, SR, VT-PO, B, II 96.2,96.5,96.6ft: BJ, 20-25°, PS, T-PO, B, II 712.3 97.4,97.9,98.6,99.0,99.2ft: BJ, 20-25°, PR, T-PO, B, II 99.3 Boring and coring terminated at 99.3 feet.
, u 1L~ l"'IUJJECT fi. ro "1 r u~ ~
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.............;;..,.~---- * *- - -
_.__,_,.:~-...~,.--- ~-
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MP-217 -Boxes 3 and 4 14111EC PIWJECT f,tlfiil1 3 11172 scRI'IG MP-aJ 7 Box.....2.__
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Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-346 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-218 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. Terry DRILLER: G. Akins/K. Amburn Boring Orientation DRILL MACHINE: D-120 (MW-2)
Inclination: Vertical GROUND ELEV.:
810.9 ft (NAVD88) NORTHING:
571,177 US ft (NAD83) EASTING: 2,448,147 US ft (NAD83)
Azimuth:
NA TOTAL DEPTH: 99.6 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 (R308)
DATE STARTED: 8/20/13 I COMPLETED: 8/28/131 HOLE DIA.: 4" I CASING DEPTH: 41.2ft I coRE SIZE:HQ3 I BITS USED: 3" Roller Cone ELEV.
(ft) 810.9 ts"IU.:,)
808.4 805.5 803.2 800.8 797.6 795.5 792.7 787.9 DEPTH BLOW COUNT BLOWS PER FOOT (ft) 0.5ft 0.5ft 0.5ft 0
20 40 60 80 Ground Surface u.u 1
3 4
7 2.5 3
2 2
4 5.4 1
1 1
-~ 2 7.7 1
2 1
~
10.1 1
1 3
4" 13.3 3-1---3- ~6 15.4 1
2 4
.6 18.2 1
2 2
.~ *...*...*...*.. *.*.. :
...*...*...*..*...*. ;;~
23.0 4
50/0.3 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-347 of 706 100 SAMP.
L 0
SOIL DESCRIPTION AND REMARKS NO.
G 810.9 0.0 SS-1
~
FILL: LEAN CLAY (CL), brown (7.5YR 5/3), dark brown 1-(7.5YR 3/2), and dark reddish brown (2.5YR 3/3), mottled,
- I
~o~ medium stiff, moist, low plasticity fines, few fine gravel, trace ~2Q
ss:2
~i~ ~
~a.!::!~~~t~c~O.!]~i~.~r~[_H~I~~t~ __ j FILL: FAT CLAY (CH), brown (7.5YR 4/4), soft, moist,
~
moderate to high plasticity fines, trace to few fine to coarse gravel and coarse sand, weak HCI reaction; PP=1.0 tsf
ss:3 1-5.4ft: As above, to light yellowish brown (2.5Y 6/4 ), very soft,
~
weak to no HCI reaction; PP=0.75 tsf SS-4 7.7ft: As above, to grayish brown (10YR 5/2), soft, trace
~
organics, weak HCI reaction; PP=0.75 tsf
ss:s 10.1ft: As above, to light olive brown (2.5Y 5/3); PP=0.75 tsf
~
1-
~
SS-6 13.3ft: As above, to brown (10YR 5/3), medium stiff, few to little coarse sand; PP=0.75 tsf SS-7
~
1-15.4ft: As above, trace coarse sand; PP=1.0 tsf
~
SS-8 18.2ft: As above, brown (10YR 5/3) and brownish yellow (1 OYR 6/2), soft; PP=1.0 tsf
~
~~---------------------21Q FILL: WELL GRADED GRAVEL with Sand (GW), reddish brown (2.5YR 4/4), very dense to loose, moist, fine to coarse gravel, some coarse sand, strong HCI reaction; with boulders SS-9 787.1 of LIMESTONE (MICRITE) and CALCAREOUS 23.8
\\~IL TSTONE, dark gray (N 4/) to dark reddish brown (2.5YRr 3/4), fresh to slightly weathered, strong HCI reaction 1-Soil drilling halted. Log continues on geotechnical coring log Observed water levels:
35.2 ft bgs, AM 8/28/13 Note:
1-The first Standard Penetration Test, sample SS-1, was performed by the following crew:
Drill Machine: CME-75 (TSD)
Driller: G. Bilbrey/B. Owens Geologist: N. Smith 1-1-
1-
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. Terry SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: G. Akins/K. Amburn Boring Orientation BORING NO.:
MP-218 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: D-120 (MW-2)
Inclination: Vertical GROUND ELEV.:
810.9 ft (NAVD88) NORTHING:
571,177 US ft (NAD83) EASTING: 2,448,147 US ft (NAD83) Azimuth:
NA TOTAL DEPTH: 99.6 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (I D): 140-lb Auto (R308)
DATE STARTED:
8/20/13 COMPLETED: 8/28/13 I CASING DEPTH: 41.2 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 @ 23.8 ft 787.1 23.8 0.5 2:07/0.5 (0.4)
(NA)
Run 1 *i ro,.
FILL: WELL GRADED GRAVEL with Sand (GW), reddish brown (2.5YR 4/4), very dense to L.j.i 786.6 24.3 3.7 1:56 80%
0%
Run 2 loose, moist, fine to coarse gravel, some coarse sand, strong HCI reaction; with boulders of 1:50 (To) (NA)
LIMESTONE (MICRITE) and CALCAREOUS SILTSTONE, dark gray (N 4/) to dark reddish 0:14 27%
0%
brown (2.5YR 3/4), fresh to slightly weathered, strong HCI reaction 24.7-25.1ft: Rod drop/fast drilling 782.9 28.0 0:22/0.7 26.0-26.9ft: Rod drop/fast drilling N-9 SS-10
- SS-10=3-3-6 (28.0'-29.5')
781.4 29.5 i
N=13 SS-11 FILL: CLAYEY GRAVEL with Sand (GC), dark grayish brown (10YR 4/2) and brown (7.5YR
= 779_8 4/4), medium dense, moist, fine to coarse gravel,_ some low to moderate plasticity fines, few to.
31.1 N=10 SS-12
--- lllttiEl_ C()_a~e~all_d,_tr<J(;e_org_alllc~ \\\\le~ I:::ICI_r~c_tiOrl; ~:..1.. 1.=_9~-U~-~-3_1.1.] _____ J --
FILL: LEAN CLAY with Sand (CL), brown (7.5YR 4/2 to 10YR 5/3) and brownish yellow (10YR N=10 SS-13 {#
6/6), stiff, moist, low to moderate plasticity fines, few to little coarse sand, trace to few fine to coarse gravel, trace organics, weak HCI reaction; PP=1.25-1.5 tsf
~
SS-12=4-5-5 (31.1'-32.6')
~ T1_52_ -,S_§-~~-~5_(32*6':3~ 1') ________________________.r- :3§.0
~
RESIDUAL SOIL: LEAN CLAY (CL), yellowish brown (10YR 5/4), light yellowish brown (2.5Y 6/4), and strong brown (7.5YR 5/8), hard, moist, low to moderate plasticity fines, trace fine to
{#
coarse gravel, strong HCI reaction; PP=1.5 tsf N=50/0.3 SS-14A ~ 772_5 SS-14AIB=25-42-50/0.3' (37.4'-38.7')
38.4 SS-148 ~
WEATHERED ROCK: CALCAREOUS SILTSTONE, sampled as LEAN CLAY with Sand (CL),
~
dark gray (7.5YR 4/1 ), hard, moist, non-plastic to low plasticity fines, few to little fine to coarse gravel and coarse sand, strong HCI reaction
~
-769.6 41.3 769.6 41.3 3.2 2:24 (3.2)
(3.2)
Run 3 CALCAREOUS SILTSTONE, black (2.5Y 2.5/1) to dark greenish gray (10Y 4/1), weak to 100% 100%
medium strong, laminated to very thinly bedded, fresh, interbedded with few to little laminated 2:14 to very thinly bedded, locally diffuse LIMESTONE (MICRITE/WACKESTONE), dark gray (N 2:12 4/); slight bioturbation, strong HCI reaction 766.4 44.5 (Lincolnshire Formation-Fieanor Member-Unit B) 5.0 0:36/0.2 (5.0)
(5.0)
Run 4 43.2ft: J, 40°, SR, PO, B, Ill 1:51 100% 100%
1:52 46.0ft: BJ, 30°, SR, T-PO, B, II 1:52 1:48 1:46 761.4 49.5 5.1 2:51 (5.1)
(5.1)
Run 5 100% 100%
1:39 1:35 1:42 1:55/1.1 756.3 54.6 5.0 2:05 (5.0)
(4.7)
Run 6 56.8ft: BJ, 30°, SR, T-PO, D, II 100% 94%
1:34
~
754.1 56.8 1:45
~---------------------------------------
LIMESTONE (WACKESTONE/MICRITE), gray (N 5/), strong, laminated to thinly bedded, 2:16 fresh, fossiliferous, interbedded with trace to little laminated, wispy and diffuse Calcareous 2:12 SILTSTONE, very dark gray (2.5Y 3/1) and dark gray (5Y 4/1 ); strong HCI reaction 751.3 59.6 4.9 2:10 (4.9)
(4.9)
Run 7 ::8
_750.6 57.4ft: J, 30°, PS, VT, A, I, with calcite (intact) 60.3 2:22 100% 100%
--- ~~8_:?f_t:_J_,_7()",_§~ ~ 13_,_11_------------------------I CALCAREOUS SILTSTONE, dark greenish gray (10Y 4/1) with black (N 2.5/) and greenish 2:41 gray (10Y 6/1) grading rapidly to dark reddish brown (2.5YR 3/3) to very dusky red (10R 2.5/2) 2:36 with dark reddish gray (5YR 4/2), weak red (2.5YR 5/2), and trace dark greenish gray (10Y 4/1 ), weak to medium strong and strong, laminated to thinly bedded, locally with moderately to 2:07/0.9 746.4 64.5 thickly bedded appearance, fresh, interbedded with few to little laminated to thinly bedded, 5.0 2:29 (5.0)
(5.0)
Run 8 locally diffuse LIMESTONE (MICRITE/WACKESTONE), gray (7.5YR 5/1) to greenish gray 100% 100%
(5GY 5/1) and gray (N 5/); moderately to strongly bioturbated with trace to few calcite filled 2:20 burrows, strong HCI reaction 2:19 CL9-1 63.6ft: J, 60-70°, SR, PO, B, II 2:40 66.5ft: J, 60°, SR, T-PO, B, II CL9-6 2:53 741.4 69.5 5.0 3:16 (4.9)
(4.2)
Run 9 69.6,69.8,70.2,74.0,74.1ft: BJ, 30°, PS-PR, T-PO, B, II 98%
84%
2:50 CL9-2 2:47 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-348 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: J. Terry SITE DESCRIPTION: Clinch River SMR Project, Roane County, Tennessee DRILLER: G. Akins/K. Amburn Boring Orientation BORING NO.:
MP-218 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: D-120 (MW-2)
Inclination: Vertical GROUND ELEV.:
810.9 ft (NAVD88) NORTHING:
571,177 US ft (NAD83) EASTING: 2,448,147 US ft (NAD83) Azimuth:
NA TOTAL DEPTH: 99.6 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (I D): 140-lb Auto (R308)
DATE STARTED:
8/20/13 COMPLETED: 8/28/13 I CASING DEPTH: 41.2 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 2:46 CL9-7 CALCAREOUS SILTSTONE, dark greenish gray (10Y 4/1) with black (N 2.5/) and greenish gray (10Y 6/1) grading rapidly to dark reddish brown (2.5YR 3/3) to very dusky red (10R 2.5/2) 3:01 736.4 74.5 with dark reddish gray (5YR 4/2), weak red (2.5YR 5/2), and trace dark greenish gray (10Y 5.0 2:14 (5.0)
(5.0)
Run 10 4/1 ), weak to medium strong and strong, laminated to thinly bedded, locally with moderately to 100% 100%
thickly bedded appearance, fresh, interbedded with few to little laminated to thinly bedded, 2:19
- -=-'..-
locally diffuse LIMESTONE (MICRITENVACKESTONE), gray (7.5YR 5/1) to greenish gray 2:01 (5GY 5/1) and gray (N 5/); moderately to strongly bioturbated with trace to few calcite filled burrows, strong HCI reaction (continued) 1:32 75.9,76.6,77.9ft: BJ, 30°, PS, VT-T, A-B, II-III 1:41 76.6ft: J, 60°, SR, PO, C, Ill, with calcite 731.4 79.5 5.0 2:57 (5.0)
(5.0)
Run 11 75.5-77.5ft: As above, mostly LIMESTONE (WACKESTONE/MICRITE) 100% 100%
CL9-3 82.3,82.7ft: J, 50-60°, SR, T-PO, B-C, II, with calcite 2:13 CL9-8
-c-...c..-
2:33 2:18 2:50 726.4 84.5 5.0 2:39 (5.0)
(5.0)
Run 12 100% 100%
CL9-4 2:48
-'-=-
CL9-9 2:41 2:34 2:24 721.4 89.5 5.1 2:31 (5.1)
(5.1)
Run 13 92.6ft: J, 65°, SR, T-PO, B, II, trace calcite 2:42 100% 100%
CL9-5
--'-=-
CL9-10 2:43 2:53 3:11/1.1 716.3 94.6 5.0 3:17 (5.0)
(5.0)
Run 14 95.9-97.3ft: J, 60-90°, SR, T-PO, B, II 100% 100%
99.2ft: J, 55°, SR, T-PO, B, II 3:12
...c..-c--
3:46 3:22 4:14 711.3 99.6 711.3 Boring and coring terminated at 99.6 feet.
Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-349 of 706 99.6
AMEC PROJECT 6LI6813 11172 BORING }J, P- ~I 8 BOX _ '3_
DEPTH f;.f5 IIIITO 79.5 (ff}
~-== - ---*- ---
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CLINCH 1~/VER SMR 1'/WJECT AMEC 1'/WJECT 6468131072 BORING MP-d-18
'30X 4 ---
DEPin 7 J.s' 1tt) o 9lJ..f>
.(ft)
Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-350 of 706 Rl INTERV ftl REC ftl - 1%1 ROD l!tl-1%)
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!<UN 1'3: /39.5'-Jr.tfJ'(£.1')/5. l'(loo"/.)~'(100/.J
MP-218-Box 5 801?/f'iG f.Ap-;;l./8 BOX_S __
DEPTH 1 t.J (,
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(ft)
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~uN N- : 5l4.6'-'39. c:(~.D*)(5.o'(to&)j-~~
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Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-351 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 BORING NO.:
MP-219 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: A. Martin/D. Rhodes Boring Orientation DRILL MACHINE: CME-55 (C)
Inclination: Vertical GROUND ELEV.:
812.9 ft (NAVD88) NORTHING:
571,224 US ft (NAD83) EASTING: 2,448,196 US ft (NAD83)
Azimuth:
NA TOTAL DEPTH: 96.5 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 (163745)
DATE STARTED: 7/6/13 I COMPLETED: 7/19/131 HOLE DIA.: 4" ELEV.
(ft) 812.9 ts"IL.:,)
810.0 807.1 804.1 802.6 799.3 796.4 794.1 789.1 788.4 DEPTH BLOW COUNT BLOWS PER FOOT (ft) 0.5ft 0.5ft 0.5ft 0
20 40 60 Ground Surface u.u 3
4 4
2.9 13-f-- 50/0.2 5.8 50/0.4 8.8 50/0.3 10.3 50/0.3 13.6 50/0.1 16.5 50/0.2 18.8 50/0.1 23.8 24.5 50/0.3 50/0.0 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-352 of 706 I CASING DEPTH: 23.8 ft I CORE SIZE:HQ3 I BITS USED: 4" Roller Cone SAMP.
L 80 100 0
SOIL DESCRIPTION AND REMARKS NO.
G 812.9 0.0 SS-1
~
FILL: LEAN CLAY (CL), brown (10YR 5/3), medium stiff, moist, low to moderate plasticity fines, little to some m
~10.9 organics, weak HCI reaction
_2Q
~---------------------J
ss:2 RESIDUAL SOIL: SILT (ML), reddish brown (7.5YR 4/4),
';09 0 hard, moist to dry, low to moderate plasticity fines, few fine 3 9
. 50/'
- gravel sized angular rock fragments, strong HCI reaction
~
~
WEATHERED ROCK:
CALCAREOUS SILTSTONE, sampled as Sandy SILT (ML), reddish brown (2.5YR 4/4),
"50/0:4 SS-3 hard, dry to moist, low to moderate plasticity fines, some fine
~
to coarse sand, few gravel sized angular rock fragments, 1-strong HCI reaction
. 50/0:3 SS-4
~
50/0.3 SS-5
~
~
1-5QI0,1 SS-6
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~
5QI0,2
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~
1-
~
. 50/0,1
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~
~
~
1-
. 50/0:3 SS-9 ::.a 788.4 24.5
. v~*u;u.
SS-10 Soil drilling halted. Log continues on geotechnical coring log Observed water levels:
0.0 ft bgs, AM 7/7/13 1-0.0 ft bgs, AM 7/8/13 25.3 ft bgs, AM 7/9/13 32.1 ft bgs, AM 7/10/13 1-1-
1-1-