|
---|
Category:Environmental Report
MONTHYEARML19030A9532019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix E.3 - Pages 44-100 ML19030A9882019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix G.1 - Pages 20-34 ML19030A9862019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix G.1 - Pages 1-19 ML19030A9842019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix F.3 - Pages 1-7 ML19030A9832019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix F.2 - Pages 1-11 ML19030A9812019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix F.1 - Pages 1-145 ML19030A9782019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix E.4 - Pages 1-185 ML19030A9772019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix E.3 - Pages 481-515 ML19030A9752019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix E.3 - Pages 454-480 ML19030A9722019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix E.3 - Pages 401-453 ML19030A9702019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix E.3 - Pages 351-400 ML19030A9622019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix E.3 - Pages 251-300 ML19030A9592019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix E.3 - Pages 201-250 ML19030A9572019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix E.3 - Pages 151-200 ML19030A9902019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix G.1 - Pages 35-45 ML19030A9502019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix E.3 - Pages 1-43 ML19030A9472019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix E.2 - Pages 70-104 ML19030A9452019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix E.2 - Pages 42-69 ML19030A9432019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix E.2 - Pages 1-41 ML19030A9412019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix E.1 - Pages 1-46 ML19030A9392019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix D.2 - Pages 31-38 ML19030A9352019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix D.2 - Pages 1-30 ML19030A9332019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix D.1 - Pages 17-32 ML19030A9312019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix D.1 - Pages 1-16 ML19030A9282019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix C - Pages 1826-1849 ML19030A9242019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix C - Pages 1801-1825 ML19030A9212019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix C - Pages 1776-1800 ML19030A9172019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix C - Pages 1751-1775 ML19030B0222019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix G.3 - Pages 21-30 ML19030A9122019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix C - Pages 1726-1750 ML19030B0392019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix I.2 - Pages 1-9 ML19030B0372019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix I.1 - Pages 1-44 ML19030B0362019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix H.2 - Pages 91-111 ML19030B0352019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix H.2 - Pages 61-90 ML19030B0342019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix H.2 - Pages 31-60 ML19030B0332019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix H.2 - Pages 1-30 ML19030B0312019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix H.1 - Pages 1-18 ML19030B0292019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix G.6 - Pages 1-598 ML19030B0272019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix G.5 - Pages 1-13 ML19030B0252019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix G.4 - Pages 1-37 ML19030B0232019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix G.3 - Pages 31-47 ML19030A9092019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix C - Pages 1701-1725 ML19030B0202019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix G.3 - Pages 1-20 ML19030B0172019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix G.2 - Pages 88-91 ML19030B0142019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix G.2 - Pages 80-87 ML19030B0122019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix G.2 - Pages 70-79 ML19030B0082019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix G.2 - Pages 60-69 ML19030B0062019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix G.2 - Pages 50-59 ML19030B0042019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix G.2 - Pages 40-49 ML19030B0012019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix G.2 - Pages 30-39 2019-01-18
[Table view] Category:License-Application for Early Site Permit (ESP)
MONTHYEARML19030A5012019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix B.1 - Pages 70-77 ML19030A4152019-01-18018 January 2019 Part 03 Environmental Report (Rev. 2) - Part 03 - Environmental Report - Chapter 02 - Section 02.08 - Noise ML19030A4172019-01-18018 January 2019 Part 03 Environmental Report (Rev. 2) - Part 03 - Environmental Report - Chapter 02 - Section 02.09 - Related Federal Project Activities ML19030A4202019-01-18018 January 2019 Part 03 Environmental Report (Rev. 2) - Part 03 - Environmental Report - Chapter 03 - Plant Description ML19030A4222019-01-18018 January 2019 Part 03 Environmental Report (Rev. 2) - Part 03 - Environmental Report - Chapter 04 - Environmental Impacts of Construction ML19030A4242019-01-18018 January 2019 Part 03 Environmental Report (Rev. 2) - Part 03 - Environmental Report - Chapter 05 - Section 05.01 - Environmental Impacts of Station Operation ML19030A4262019-01-18018 January 2019 Part 03 Environmental Report (Rev. 2) - Part 03 - Environmental Report - Chapter 05 - Section 05.02 - WATER-RELATED Impacts ML19030A4282019-01-18018 January 2019 Part 03 Environmental Report (Rev. 2) - Part 03 - Environmental Report - Chapter 05 - Section 05.03 - Cooling System Impacts ML19030A4302019-01-18018 January 2019 Part 03 Environmental Report (Rev. 2) - Part 03 - Environmental Report - Chapter 05 - Section 05.04 - Radiological Impacts of Normal Operation ML19030A4322019-01-18018 January 2019 Part 03 Environmental Report (Rev. 2) - Part 03 - Environmental Report - Chapter 05 - Section 05.05 - Environmental Impacts of Waste ML19030A4342019-01-18018 January 2019 Part 03 Environmental Report (Rev. 2) - Part 03 - Environmental Report - Chapter 05 - Section 05.06 - Transmission System Impacts ML19030A4362019-01-18018 January 2019 Part 03 Environmental Report (Rev. 2) - Part 03 - Environmental Report - Chapter 05 - Section 05.07 - Uranium Fuel Cycle and Transportation Impacts ML19030A4392019-01-18018 January 2019 Part 03 Environmental Report (Rev. 2) - Part 03 - Environmental Report - Chapter 05 - Section 05.08 - Socioeconomic Impacts ML19030A4412019-01-18018 January 2019 Part 03 Environmental Report (Rev. 2) - Part 03 - Environmental Report - Chapter 05 - Section 05.09 - Decommissioning Impacts ML19030A4422019-01-18018 January 2019 Part 03 Environmental Report (Rev. 2) - Part 03 - Environmental Report - Chapter 05 - Section 05.10 - Measures and Controls to Limit Adverse Impacts During Operation ML19030A4442019-01-18018 January 2019 Part 03 Environmental Report (Rev. 2) - Part 03 - Environmental Report - Chapter 05 - Section 05.11 - Cumulative Impacts Related to Station Operation ML19030A4472019-01-18018 January 2019 Part 03 Environmental Report (Rev. 2) - Part 03 - Environmental Report - Chapter 06 - Environmental Measurements and Monitoring Programs ML19030A4492019-01-18018 January 2019 Part 03 Environmental Report (Rev. 2) - Part 03 - Environmental Report - Chapter 07 - Environmental Impacts of Postulated Accidents Involving Radioactive Materials ML19030A4502019-01-18018 January 2019 Part 03 Environmental Report (Rev. 2) - Part 03 - Environmental Report - Chapter 08 - Need for Power ML19030A4532019-01-18018 January 2019 Part 03 Environmental Report (Rev. 2) - Part 03 - Environmental Report - Chapter 09 - Alternatives ML19030A4552019-01-18018 January 2019 Part 03 Environmental Report (Rev. 2) - Part 03 - Environmental Report - Chapter 10 - Environmental Consequences of the Proposed Action ML19030A4582019-01-18018 January 2019 Part 03 Environmental Report (Rev. 2) - Part 03 - Environmental Report - Appendix a - Consultation - Pages 0-A6 ML19030A4602019-01-18018 January 2019 Part 03 Environmental Report (Rev. 2) - Part 03 - Environmental Report - Appendix a - Consultation - Pages A7-A11 ML19030A4632019-01-18018 January 2019 Part 03 Environmental Report (Rev. 2) - Part 03 - Environmental Report - Appendix a - Consultation - Pages A12-A34 ML19030A4662019-01-18018 January 2019 Part 03 Environmental Report (Rev. 2) - Part 03 - Environmental Report - Appendix a - Consultation - Pages A35-A46 ML19030A4692019-01-18018 January 2019 Part 03 Environmental Report (Rev. 2) - Part 03 - Environmental Report - Appendix a - Consultation - Pages A47-A52 ML19030A4712019-01-18018 January 2019 Part 03 Environmental Report (Rev. 2) - Part 03 - Environmental Report - Appendix a - Consultation - Pages A53-A54 ML19030A4742019-01-18018 January 2019 Part 03 Environmental Report (Rev. 2) - Part 03 - Environmental Report - Appendix a - Consultation - Pages A55-A64 ML19030A4762019-01-18018 January 2019 Part 03 Environmental Report (Rev. 2) - Part 03 - Environmental Report - Appendix a - Consultation - Pages A65-A91 ML19030A4772019-01-18018 January 2019 Part 03 Environmental Report (Rev. 2) - Part 03 - Environmental Report - Appendix B - Environmental Protection Plan ML19030A4812019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Site Vicinity Geologic Map Plates - Plate 1 ML19030A4822019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Site Vicinity Geologic Map Plates - Plate 2A ML19030A4832019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Site Vicinity Geologic Map Plates - Plate 2B ML19030A4842019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Site Vicinity Geologic Map Plates - Plate 2C CNL-19-018, Resubmittal of Clinch River Nuclear Site Early Permit Application, Revision 22019-01-18018 January 2019 Resubmittal of Clinch River Nuclear Site Early Permit Application, Revision 2 ML19030A4862019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Site Vicinity Geologic Map Plates - Plate 2D ML19030A4872019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Index ML19030A4882019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - TVA Quality Assurance Program - Nuclear Quality Assurance Plan ML19030A4892019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Pages 1-46 ML19030A4902019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Pages 47-82 ML19030A4912019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix a - Pages 1-9 ML19030A4922019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix a - Pages 10-18 ML19030A4932019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix B.1 - Pages 1-22 ML19030A4942019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix B.1 - Pages 23-28 ML19030A4952019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix B.1 - Pages 29-40 ML19030A4962019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix B.1 - Pages 41-44 ML19030A4982019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix B.1 - Pages 45-52 ML19030A4992019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix B.1 - Pages 53-60 ML19030A5002019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix B.1 - Pages 61-69 ML19030A5352019-01-18018 January 2019 Part 08 Enclosures (Rev. 2) - Part 08 - Enclosures - Subsurface Data Report - Appendix B.1 - Pages 353-361 2019-01-18
[Table view] |
Text
MP-419- Boxes 5 and 6 Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-581 of 706
MP-419- Boxes 9 and 10 Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-582 of 706
MP-419- Boxes 13 and 14 MP-419- Boxes 15 and 16
'l ,of- *1.)
11."" 5_<--, J49,J- l7LI.}', ~(!0<::£), 11-<>< 801.-)
13 -. *t ~-,.
Jwt s-;:,_~- ldo..r s_~1,.1oo**) r:B-~" :;~ _..
- Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-583 of 706
MP-419- Box 19 Clinch River Data Report Rev. 4 CRP-1112.16 Page 8.1-584 of 706
ame GEOTECHNICAL BORING LOG Prepared By: MBL Date: 4/10/14 Checked By: JCM Date: 4/10/14 SHEET 1 OF 1 BECHTEL 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-420 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: D-120 (MW-2) Inclination: Vertical GROUND ELEV.: 803.1 ft (NAVD88) NORTHING: 572,033 US ft (NAD83) EASTING: 2,446,918 US ft (NAD83) Azimuth: NA TOTAL DEPTH: 319.4 ft I SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 IROD TYPE: AWJ IHAMMER (I D): 140-lb Auto (R308)
DATE STARTED: 6/21/13 I COMPLETED: 7/7/13 IHOLE DIA.: 4" I CASING DEPTH: 48.4 ft ICORE 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 803.1 Ground Surface 803.1 0.0 tsU6.*1 u.u 5 7 7 SS-1 FILL: Sandy SILT with Gravel (ML), reddish brown (5YR 4/4),
14 stiff, dry, non-plastic to low plasticity fines, little coarse sand,
~O~i~e~n~ t~~a~e~n_Qu~r _Qr~e.!:_ ~o~g_!:!'2_r~a~~ __ ./_2Q 800.6 2.5 3 4 6 RESIDUAL SOIL: SILT (ML), reddish yellow (5YR 6/8) with 10 1- dark reddish brown (5YR 3/4), stiff, moist, low to moderate
- rr_98 _6 plasticity fines, trace coarse sand and angular gravel, no HCI 4_5 798.1 5.0 %C'-- -veaction _j- ~
ss:3 ~ RESIIJuALSOil:LEAN CLAY (cl), yeii0Wisflr8d (5YR 476),
3 4 4
/~ medium stiff, moist, moderate plasticity fines, no HCI 795.6 7.5 m~9U,_r~~o~------------------ _,.JQ 5 5 5 SS-4A ~l194. 9 RESIDUAL SOIL: FAT CLAY (CH), yellowish red (5YR 4/6), 8_2 ss-4B ~ 1stiff, moist, moderate to high plasticity fines, trace to few finer 793.1 10.0 3 3 5
~ m ~93.6\to coarse angular gravel, no HCI reaction .
I RESIDUAL SOIL: SILT (ML), very dark graYJsh brown (10YRI
/ 9§.
. 18 . _:___ ~ \~~ki~~ :o~t,~o: ~_:~:a~ ~a~i~y~i:~: ~J 790.6 12.5 ~ RESIDUAL SOIL: LEAN CLAY (CL), yellowish brown (10YR 2 6
~~r m
~
5/6) to dark grayish brown (10YR 4/2), medium stiff, moist, low to moderate plasticity fines, trace fine to coarse sand and fine gravel, no HCI reaction 787.9 15.2 . . . . . . . . . . . _ . . . . . . . . ~~ 12.5ft: As above, to yellowish red (5YR 5/8) 2 2 2 . .1"* . . . . . . . . _<. . . . . iW._ . ss-7 ~ 15.2ft: As above, to strong brown (7.5YR 6/8) to dark brown
. *. . . . . . . . . . _ . . . . . . . . _ ~ (7.5YR 3/2), soft, moist to wet
............ ........ ~1-783.9 19.2 . .......... _ . . . . . . .
50 00
~l:78~ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _19,?.
- ! 50/0.1 * ~~ CRYSTALLINE DOLOMITE, SPT refusal with no recovery,
~ 1-----ll----+--+----11------------------l ~ 782.4 advance casing to 20.7 feet. 20.7 f-- Soil drilling halted. Log continues on geotechnical coring log
§ Observed water levels:
""j 1- DRY, AM 6/22/13 43.2 ft bgs, AM 6/23/13
~
NO, 6/24/13 (Unable to determine-tooling in hole) 46.1 ft bgs, AM 6/25/13
- 45.1 ft bgs, AM 6/26/13 45.2 ft bgs, AM 6/27113
~ 57.1 ftbgs,AM7/2/13 0
r 59.1 ft bgs, AM 7/3/13
~
0 NO, 7/4/13 (Rained out-did not work)
~
57.0 ft bgs, AM 7/5/13 56.8 ft bgs, AM 7/6/13
~
..J 40.4 ft bgs, AM 7/7/13 36.5 ft bgs, AM 7/8/13 u
§ 1-C/o 0
0 g
..J 0"'
5 u
1-g
..J
~
~
r
~
~
0 5
uL-----L---~~--~----~--~~------------------------------~--~--~r--------------------------------------------~
Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-585 of 706
ame GEOTECHNICAL CORING LOG Prepared By: MBL Date: 4/10/14 Checked By: JCM Date: 4/10/14 SHEET 1 OF 7 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-420 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: D-120 (MW-2) Inclination: Vertical GROUND ELEV.: 803.1 ft (NAVD88) NORTHING: 572,033 US ft (NAD83) EASTING: 2,446,918 US ft (NAD83) Azimuth: NA TOTAL DEPTH: 319.4 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (I D): 140-lb Auto (R308)
DATE STARTED: 6/21/13 COMPLETED: 7/7/13 ICASING DEPTH: 48.4 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@ 20.7 ft 782.4 20.7 3.8 6:02 (3.4) (2.0) Run 1 IOL.4 CRYSTALLINE DOLOMITE, fine to medium grained, gray (10YR 5/1) to light gray (10YR LU.
8:16 89% 53%
~ 7/1), mottled locally with dark red (2.5YR 3/6) to weak red (10YR 4/4-4/3) and reddish gray (10R 6/1), strong, laminated to moderately bedded, moderately to slightly weathered, few g~
8:38 - very thin to thin chert beds, lenses, and nodules (dark red, reddish brown, dark reddish 9:47/0.8 brown, weak red); healed fractures through-out, trace calcite and dolomite filled pits, no HCI 778.6 24.5 reaction (Knox Group-Newala Formation) 5.0 3:36 (4.6) (2.5) Run 2 g
92% 50% 22.4,22.5,22.8ft: J, 35°, PR, P0-0, Ill 3:58 25.5-25.8ft: Rod drop 5:17 31.0-31.6ft: FZ, 40-70°, PR, T, B-C, II-III 32.7ft: J, 55°, PS, VT-T, A, II 2
3:44 - 33.3ft: J, 30°, MO, D, II 3:52 34.0ft: J, 30°, US, MO, D, II 773.6 29.5 36.6ft: J, 35°, SR, VT, A, I g~
5.0 2:54 (5.0) (4.2) Run 3 37.2ft: J, 20-25°, SR, 0-MO, D, II 5:34 100% 84% 37.5ft: BJ, 35°, PR, T, B, Ill g
4:01 38.0ft: BJ, 30°, PR, PO, B, Ill 38.2ft: J, 65°, VT, A, I 3:50 - 39.0ft: J, 20-45°, SR, PO, D, Ill 3:52 40.4ft: J, 45°, SR 0-MO, D-F, II 768.6 34.5
~
3.4 2:44 (3.1) (2.9) Run 4 3:01 91% 85%
765.2 37.9 2:49
~
2 1:02/0.4 -
1.6 2:06/0.6 (1.6) (1.6) Run 5 100% 100% 39.3-40.6ft: As above, with little fine gravel sized angular carbonate clasts and chert nodules, 763.6 39.5 3:36 4.0 (1.1) (0.6) light gray (10YR 7/2)
~
2:13 Run 6 28% 15% _ ? Q . 2 & _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - +/-Q.6 0:00 CAVITY/VOID: filled with FAT CLAY (CH), strong brown (7.5YR 4/6), very soft, moist to wet,
~
0:00 moderate to high plasticity fines, trace fine gravel and coarse sand, no HCI reaction 40.6-43.5ft: ROD DROP/very fast drilling 0:00 - 43.5-45.0ft=SS-9 (WOR-1-2) 759.6 43.5 N-3 SS-9 45.0-46.5ft=SS-10 (WOR-1-1)
~¢ 46.5-46.9ft=SS-11 (50/0.4')
N=2 SS-10 N=50/0.4 SS-11 756.2 46.9 ADVANCED CASING TO 48.4 FEET g
-754.7 48.4 754.7 48.4 1.0 10:40 (1.0) (1.0) Run 7 CRYSTALLINE DOLOMITE, fine to medium grained, gray (10YR 5/1) to reddish gray (10R 5/1 g
753.7. 49. 100% 100% to 2.5YR 6/1)) with trace olive gray (5Y 5/2) and light gray (5Y 7/1), grading to weak red (10R (4.9) 1(4.5) 5.0 5:17 Run 8 5/3, 10R 4/4) with gray (5Y 6/1), typically mottled, medium strong to strong, thinly to thickly g
4:21 98% 90% bedded, slightly weathered to fresh, trace to few very thin to thin chert beds, lenses, and 6:55 nodules (grayish brown, reddish brown); healed fractures through-out, trace calcite and dolomite filled pits, no to weak HCI reaction 10:40 6
48.7ft: BJ, 40-50°, SR, VT, A, I, stylolite 9:06 49.3ft: BJ, 20-25°, UR, PO, D, Ill 748.7 54.4 49.6,50.3,50.9ft: BJ, 30-40°, SRIUR, PO-MO, C-D,11-111 g6 5.0 6:25 (5.0) (5.0) Run 9 51.5ft: J, 0°/50°, SR, T-PO, C, II 6:01 100% 100%
52.0ft: J, 45°, SR, P0-0, C, II 5:10 55. 7ft: BJ, 30°, US, PO, D, II, mod. weathered 57.2ft: J, 10-15°, SR, 0-MO, D, Ill
~
6:04 58.5ft: BJ, 25-30°, SR, P0-0, D, Ill, slightly weathered g
5:54 743.7 59.4 58.8-61.0ft: As above, to reddish gray (2.5YR 6/1) 5.0 5:20 (5.0) (4.7) Run 10 60.2-60.6ft: FZ, 20-30°, SR, 0, C, Ill g
4:07 100% 94% 61.0,63.0,63.8ft: BJ, 25-30°, SR, P0-0, D, Ill 61.6ft: FZ, mechanically reduced to rubble, slightly weathered 2:47 g
61.0-63.7ft: As above to weak red (10R 5/3) with gray (5Y 6/1) and dusky red (10R 3/3) 2:46 mottling 3:30 738.7 64.4 63.7ft: As above, becomes reddish gray (10R 6/1) to (2.5YR 5/1) with weak red (7.5YR 4/4) g~
4.8 4:53 (4.8) (4.8) Run 11 mottling 4:31 100% 100% 66.3ft: BJ, 0-20°, SR, P0-0, D, II g
70.7ft: J, 55°, UR, P0-0, E, Ill 6:10 71.1ft: BJ, 25°, PS, T-PO, D, Ill 6:14 7:25/0.8 69.2-69.6ft: As above, with some very thin quartz sand lenses 733.9 69.2 Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-586 of 706
ame GEOTECHNICAL CORING LOG SHEET 2 OF 7 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-420 DRILL METHOD: Mud Rotary/Core DRILL MACHINE: D-120 (MW-2) Inclination: Vertical GROUND ELEV.: 803.1 ft (NAVD88) NORTHING: 572,033 US ft (NAD83) EASTING: 2,446,918 US ft (NAD83) Azimuth: NA TOTAL DEPTH: 319.4 ft SAMPLE METHODS: ASTM D 1586-11; 2488-09a; 2113-08; 6032-08 I HAMMER (I D): 140-lb Auto (R308)
DATE STARTED: 6/21/13 COMPLETED: 7/7/13 ICASING DEPTH: 48.4 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 11:11 (5.0) (5.0) Run 12 CRYSTALLINE DOLOMITE, fine to medium grained, gray (10YR 5/1) to reddish gray (10R 5/1 g~
6:10 100% 100% to 2.5YR 6/1)) with trace olive gray (5Y 5/2) and light gray (5Y 7/1), grading to weak red (10R 5/3, 10R 4/4) with gray (5Y 6/1), typically mottled, medium strong to strong, thinly to thickly 4:14 bedded, slightly weathered to fresh, trace to few very thin to thin chert beds, lenses, and 2
3:34 nodules (grayish brown, reddish brown); healed fractures through-out, trace calcite and
- dolomite filled pits, no to weak HCI reaction (continued) 3:48 728.g 74.2 728.9 74.2 2.8 5:17 (2.5) (1.1) Run 13 CRYSTALLINE DOLOMITE, fine to medium grained, mostly gray (5YR 6/1) to weak red (10R 726.1 77.0 5:08 13:37/0.8 8g% 3g%
~
~
5/4 ), strong to very strong, thinly to thickly bedded, slightly weathered to fresh, trace very thin chert nodules (grayish brown, reddish brown), trace very thin chert cemented, medium to coarse grained, subrounded to rounded quartz sand and chert lenses; healed fractures 2.4 14:36/0.2 (2.4) (2.3) Run 14 through-out, trace calcite and dolomite filled pits and vugs, few open (separate/non-touching),
3:34 100% g6% ~- no to weak HCI reaction 723.7 7g.4 4:12 1:06/0.2
~ 74.7-81.0ft: FZ, 20-50° and goo, SR-PR, P0-0, D, Ill 77.4-77.6ft: FZ/BJ, 25° and 80°, PR-SR, P0-0, C, Ill 5.0 (4.g) (4.8)
~
Run 15 5:18 g8% g6% 78.1ft: BJ, 25°, PS, PO, D, Ill 78.4-78.8ft: J, 45-65°, SR, PO, D, Ill
~
4:47 3:54 81.4ft: BJ, 40°, PR, P0-0, D, Ill 81.4ft: As above, to dusky red (7.5R 3/3) with olive gray (5Y 6/2) mottling to weak red (5R 4/3)
~
4:46
- mottled with light gray (7.5YR 7/1), grading to light gray and gray (10YR 7/1-6/1) and weak red 4:27 (10R5/4) 718.7 84.4 -I 5.0 5:09 (5.0) (4.7) 84.gft: BJ, 40°, SR, 0-MO, D, Ill
~
Run 16 3:54 100% g4% 86.5ft: BJ, 15°, UR, P0-0, D, II 87.4ft: BJ, 20°, SR, PO, D, II 3:12 2:44 ~ 88.2ft: BJ, 20°, UR, 0-MO, D, II
~
2:32 713.7 8g.4 5.0 2:39 (5.0) (4.7) go.2,g1.0ft: BJ, 20-25°, PR, PO, D, Ill
~
Run 17 2:38 100% g4% go.3ft: J, 80°, VT, A, I
~
go_gft: J, 60°, PR, T, B, II 2:18 g1.g,g2.6ft: BJ, PR, T, D, Ill 710 _0 g2.7-g3.5ft: FZ, 60° and goo, VT, A, I 93 _1
~
2:16 ----------------------------------------
2:34 CRYSTALLINE DOLOMITE, fine to medium grained, pale red (10R 6/2) to gray (5YR 6/1),
g 708.7 g4.4 weak red (7.5R 5/2) with light gray (10R 7/1), weak red (7.5YR 5/2) with gray (10YR 6/1) and 5.0 3:29 (5.0) (4.g) Run 18 Dusky red (10R 3/3), typically with irregular/diffuse mottling, strong to very strong, thinly to 3:24 100% g8% moderately bedded, locally laminated, slightly weathered to fresh, trace to few very thin to
~
moderate chert lenses and nodules (reddish brown to dusky red and gray), trace very thin 3:10 chert cemented quartz sand lenses; healed fractures through-out, trace calcite and dolomite
~
2:55 filled pits, no to weak HCI reaction
- g5.5-g8.5ft: FZ, 75-goo, VT, A, I, spaced at about 0.1' gg.4 3:28 g6.0ft: BJ, 40-45°, PR, PO, D, Ill 703.7 5.0 4:16 (4.g) (4.6) g8.5ft, BJ, 30°, PR-PS, D, Ill
~
Run 19 3:15 g8% g2%
~
2:50 2:51
~
g 3:06 6g8.7 104.4 1.g 6:13 (1.g) (1.4) Run 20 100% 74% 105.8-1 06.3ft: Highly weathered, grayish green (5GY 5/2) to greenish gray (5GY 6/1) 6g6.8 106.3 3:44/0.9 696.8 106.3 3.1 1:32/0.1 (3.1) (3.0) CRYSTALLINE DOLOMITE, fine grained, gray to dark gray (5YR 5/1-4/1), reddish gray (10R
~
Run 21 5:35 100% g7% 5/1), gray (10YR 6/1), with weak red (10R 4/2), very strong, laminated to thinly bedded, fresh, 4:33 - intensely fractured and healed, slightly silicified, few fractures filled with dusky red to greenish 6g3.7 10g.4 5.0 3:22 3:49 (5.0) (4.g) Run 22
~ gray indurated clay/silt mineralization; trace very thin chert lenses and nodules (reddish brown to gray), no HCI reaction g~
100% g8% 106.6-112.3ft: FZ/BJ, 30-35° and 50-70°, VT, A, I 3:28 g
2:46
_ @ 0 § _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - __1g.3 2:41 CRYSTALLINE DOLOMITE, coarse to fine grained, reddish gray (10R 5/1) to weak red (10R
- 4/4) with light greenish gray (10GY 7/1), strong, thinly to thickly bedded, fresh, trace chert 2:42 g
688.7 114.4 nodules (white); no to weak HCI reaction gx 5.0 2:38 (5.0) (4.7) Run 23 114.5ft: J, 30° and 45°, SR, P0-0, C, Ill 2:28 100% g4% 118.0ft: BJ, 30°, PR, P0-0, D, II 2:27
?*A<;
Clinch River Data Report Rev. 4 CRP-1112.16 Page B.1-587 of 706