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Category:Site Safety Analysis Report (SSAR)
MONTHYEARML19029A5322019-01-18018 January 2019 Part 02 Ssar (Rev. 2) - Part 02 - Ssar - Chapter 02 - Site Characteristics - Section 02.01 - Geography and Demography ML19029A5772019-01-18018 January 2019 Part 02 Ssar (Rev. 2) - Part 02 - Ssar - Chapter 02 - Site Characteristics - Section 02.04.12C - Groundwater Flow Model ML19029A5222019-01-18018 January 2019 Part 02 Ssar (Rev. 2) - Part 02 - Ssar - Table of Contents ML19029A5262019-01-18018 January 2019 Part 02 Ssar (Rev. 2) - Part 02 - Ssar - Chapter 01 - General and Administrative Information - Introduction and General Description ML19029A5292019-01-18018 January 2019 Part 02 Ssar (Rev. 2) - Part 02 - Ssar - Chapter 02 - Site Characteristics - Section 02.00 - Plant Parameter Envelope ML19029A5342019-01-18018 January 2019 Part 02 Ssar (Rev. 2) - Part 02 - Ssar - Chapter 02 - Site Characteristics - Section 02.02 - Nearby Industrial, Transportation, and Military Facilities ML19029A5372019-01-18018 January 2019 Part 02 Ssar (Rev. 2) - Part 02 - Ssar - Chapter 02 - Site Characteristics - Section 02.03 - Meteorology ML19029A5392019-01-18018 January 2019 Part 02 Ssar (Rev. 2) - Part 02 - Ssar - Chapter 02 - Site Characteristics - Section 02.04.00 - Hydrology Review ML19029A5412019-01-18018 January 2019 Part 02 Ssar (Rev. 2) - Part 02 - Ssar - Chapter 02 - Site Characteristics - Section 02.04.01 - Hydrologic Description ML19029A5432019-01-18018 January 2019 Part 02 Ssar (Rev. 2) - Part 02 - Ssar - Chapter 02 - Site Characteristics - Section 02.04.02 - Floods ML19029A5472019-01-18018 January 2019 Part 02 Ssar (Rev. 2) - Part 02 - Ssar - Chapter 02 - Site Characteristics - Section 02.04.03 - Probable Maximum Flood on Streams and Rivers ML19029A5492019-01-18018 January 2019 Part 02 Ssar (Rev. 2) - Part 02 - Ssar - Chapter 02 - Site Characteristics - Section 02.04.04 - Potential Dam Failures ML19029A5512019-01-18018 January 2019 Part 02 Ssar (Rev. 2) - Part 02 - Ssar - Chapter 02 - Site Characteristics - Section 02.04.05 - Probable Maximum Surge and Seiche Flooding ML19029A5542019-01-18018 January 2019 Part 02 Ssar (Rev. 2) - Part 02 - Ssar - Chapter 02 - Site Characteristics - Section 02.04.06 - Probable Maximum Tsunami Hazards ML19029A5562019-01-18018 January 2019 Part 02 Ssar (Rev. 2) - Part 02 - Ssar - Chapter 02 - Site Characteristics - Section 02.04.07 - Ice Effects ML19029A5582019-01-18018 January 2019 Part 02 Ssar (Rev. 2) - Part 02 - Ssar - Chapter 02 - Site Characteristics - Section 02.04.08 - Cooling Water Canals and Reservoirs ML19029A5612019-01-18018 January 2019 Part 02 Ssar (Rev. 2) - Part 02 - Ssar - Chapter 02 - Site Characteristics - Section 02.04.09 - Channel Diversions ML19029A5632019-01-18018 January 2019 Part 02 Ssar (Rev. 2) - Part 02 - Ssar - Chapter 02 - Site Characteristics - Section 02.04.10 - Flooding Protection Requirements ML19029A5652019-01-18018 January 2019 Part 02 Ssar (Rev. 2) - Part 02 - Ssar - Chapter 02 - Site Characteristics - Section 02.04.11 - LOW Water Considerations ML19029A5682019-01-18018 January 2019 Part 02 Ssar (Rev. 2) - Part 02 - Ssar - Chapter 02 - Site Characteristics - Section 02.04.12 - Groundwater ML19029A5702019-01-18018 January 2019 Part 02 Ssar (Rev. 2) - Part 02 - Ssar - Chapter 02 - Site Characteristics - Section 02.04.12A - List of Water Systems in EPA Safe Drinking Water Information System ML19029A5732019-01-18018 January 2019 Part 02 Ssar (Rev. 2) - Part 02 - Ssar - Chapter 02 - Site Characteristics - Section 02.04.12B - Aquifer Pumping Test Results ML19029A5792019-01-18018 January 2019 Part 02 Ssar (Rev. 2) - Part 02 - Ssar - Chapter 02 - Site Characteristics - Section 02.04.13 - Accidental Releases of Liquid Effluents to Ground and Surface Waters ML19029A5812019-01-18018 January 2019 Part 02 Ssar (Rev. 2) - Part 02 - Ssar - Chapter 02 - Site Characteristics - Section 02.04.14 - Technical Specifications and Emergency Operation Requirements ML19029A5832019-01-18018 January 2019 Part 02 Ssar (Rev. 2) - Part 02 - Ssar - Chapter 02 - Site Characteristics - Section 02.05.01 - Geologic Characterization Information ML19029A5862019-01-18018 January 2019 Part 02 Ssar (Rev. 2) - Part 02 - Ssar - Chapter 02 - Site Characteristics - Section 02.05.01 - Geologic Characterization Information - Figures 01-35 ML19029A5892019-01-18018 January 2019 Part 02 Ssar (Rev. 2) - Part 02 - Ssar - Chapter 02 - Site Characteristics - Section 02.05.01 - Geologic Characterization Information - Figures 36-63 ML19029A5952019-01-18018 January 2019 Part 02 Ssar (Rev. 2) - Part 02 - Ssar - Chapter 02 - Site Characteristics - Section 02.05.01 - Geologic Characterization Information - Figures 64-92 ML19029A5982019-01-18018 January 2019 Part 02 Ssar (Rev. 2) - Part 02 - Ssar - Chapter 02 - Site Characteristics - Section 02.05.02 - Vibratory Ground Motion ML19029A6012019-01-18018 January 2019 Part 02 Ssar (Rev. 2) - Part 02 - Ssar - Chapter 02 - Site Characteristics - Section 02.05.03 - Surface Deformation ML19029A6032019-01-18018 January 2019 Part 02 Ssar (Rev. 2) - Part 02 - Ssar - Chapter 02 - Site Characteristics - Section 02.05.04 - Stability of Subsurface Materials and Foundations ML19029A6072019-01-18018 January 2019 Part 02 Ssar (Rev. 2) - Part 02 - Ssar - Chapter 02 - Site Characteristics - Section 02.05.05 - Stability of Slopes ML19029A6132019-01-18018 January 2019 Part 02 Ssar (Rev. 2) - Part 02 - Ssar - Chapter 03 - Design of Structures, Systems, Components, and Equipment ML19029A6172019-01-18018 January 2019 Part 02 Ssar (Rev. 2) - Part 02 - Ssar - Chapter 11 - Radioactive Waste Management ML19029A6192019-01-18018 January 2019 Part 02 Ssar (Rev. 2) - Part 02 - Ssar - Chapter 13 - Conduct of Operations ML19029A6232019-01-18018 January 2019 Part 02 Ssar (Rev. 2) - Part 02 - Ssar - Chapter 15 - Accident Analysis ML19029A6272019-01-18018 January 2019 Part 02 Ssar (Rev. 2) - Part 02 - Ssar - Chapter 17 - Quality Assurance ML19030A2752019-01-18018 January 2019 Part 02 Ssar (Rev. 2) - Part 02 - Ssar - Table of Contents ML19030A3422019-01-18018 January 2019 Part 02 Ssar (Rev. 2) - Part 02 - Ssar - Chapter 02 - Site Characteristics - Section 02.05.03 - Surface Deformation ML19030A3172019-01-18018 January 2019 Part 02 Ssar (Rev. 2) - Part 02 - Ssar - Chapter 02 - Site Characteristics - Section 02.04.12B - Aquifer Pumping Test Results ML19030A3202019-01-18018 January 2019 Part 02 Ssar (Rev. 2) - Part 02 - Ssar - Chapter 02 - Site Characteristics - Section 02.04.12C - Groundwater Flow Model ML19030A3232019-01-18018 January 2019 Part 02 Ssar (Rev. 2) - Part 02 - Ssar - Chapter 02 - Site Characteristics - Section 02.04.13 - Accidental Releases of Liquid Effluents to Ground and Surface Waters ML19030A3252019-01-18018 January 2019 Part 02 Ssar (Rev. 2) - Part 02 - Ssar - Chapter 02 - Site Characteristics - Section 02.04.14 - Technical Specifications and Emergency Operation Requirements ML19030A3272019-01-18018 January 2019 Part 02 Ssar (Rev. 2) - Part 02 - Ssar - Chapter 02 - Site Characteristics - Section 02.05.01 - Geologic Characterization Information ML19030A3302019-01-18018 January 2019 Part 02 Ssar (Rev. 2) - Part 02 - Ssar - Chapter 02 - Site Characteristics - Section 02.05.01 - Geologic Characterization Information - Figures 01-35 ML19030A3332019-01-18018 January 2019 Part 02 Ssar (Rev. 2) - Part 02 - Ssar - Chapter 02 - Site Characteristics - Section 02.05.01 - Geologic Characterization Information - Figures 36-63 ML19030A3362019-01-18018 January 2019 Part 02 Ssar (Rev. 2) - Part 02 - Ssar - Chapter 02 - Site Characteristics - Section 02.05.01 - Geologic Characterization Information - Figures 64-92 ML19030A3392019-01-18018 January 2019 Part 02 Ssar (Rev. 2) - Part 02 - Ssar - Chapter 02 - Site Characteristics - Section 02.05.02 - Vibratory Ground Motion ML19030A3502019-01-18018 January 2019 Part 02 Ssar (Rev. 2) - Part 02 - Ssar - Chapter 11 - Radioactive Waste Management ML19030A3552019-01-18018 January 2019 Part 02 Ssar (Rev. 2) - Part 02 - Ssar - Chapter 17 - Quality Assurance 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
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Text
Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Notes: Seismic reflection profile SRL-1 (Reference 2.5.1-214).
Figure 2.5.1-36. (Sheet 1 of 5) Seismic Reflection SRL-1Without Interpretation 2.5.1-208 Revision 1
Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Notes: Seismic reflection profile SRL-1 (Reference 2.5.1-214).
Figure 2.5.1-36. (Sheet 2 of 5) Seismic Reflection SRL-1With Interpretation 2.5.1-209 Revision 1
Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Note: Seismic reflection profile SRL-2 (Reference 2.5.1-214).
Figure 2.5.1-36. (Sheet 3 of 5) Seismic Reflection SRL-2Without Interpretation 2.5.1-210 Revision 1
Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Note: Seismic reflection profile SRL-2 (Reference 2.5.1-214).
Figure 2.5.1-36. (Sheet 4 of 5) Seismic Reflection SRL-2With Interpretation 2.5.1-211 Revision 1
Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Notes:
Borehole locations are presented if projected less than 100 ft from the line unless noted.
Explanation for seismic reflection lines (Reference 2.5.1-214)
Figure 2.5.1-36. (Sheet 5 of 5) Explanation for Seismic Line Figures 2.5.1-212 Revision 1
Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Note: Simplified geologic map of the Clinch River Nuclear site area.
Figure 2.5.1-37. (Sheet 1 of 2) Site Location Geologic Map 2.5.1-213 Revision 1
Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Note: Explanation for geologic map shown in (A) (Reference 2.5.1-214)
Figure 2.5.1-37. (Sheet 2 of 2) Site Location Geologic Map 2.5.1-214 Revision 1
Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Figure 2.5.1-38. (Sheet 1 of 11) Acoustic Televiewer Data and Outcrop MappingStrike of Bedding 2.5.1-215 Revision 1
Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Figure 2.5.1-38. (Sheet 2 of 11) Acoustic Televiewer Data and Outcrop MappingStrike and Dip of Bedding Planes 2.5.1-216 Revision 1
Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Figure 2.5.1-38. (Sheet 3 of 11) Acoustic Televiewer Data and Outcrop MappingStrike of Fractures 2.5.1-217 Revision 1
Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Figure 2.5.1-38. (Sheet 4 of 11) Acoustic Televiewer Data and Outcrop MappingOrientation of all Fractures 2.5.1-218 Revision 1
Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Figure 2.5.1-38. (Sheet 5 of 11) Acoustic Televiewer Data and Outcrop MappingStrike and Dip of Primary Fracture Sets 2.5.1-219 Revision 1
Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Figure 2.5.1-38. (Sheet 6 of 11) Acoustic Televiewer Data and Outcrop MappingOrientation of Fractures in the Benbolt Formation 2.5.1-220 Revision 1
Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Figure 2.5.1-38. (Sheet 7 of 11) Acoustic Televiewer and Outcrop MappingOrientation of Fractures in the Blackford Formation 2.5.1-221 Revision 1
Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Figure 2.5.1-38. (Sheet 8 of 11) Acoustic Televiewer Data and Outcrop MappingOrientation of Fractures in the Eidson Formation 2.5.1-222 Revision 1
Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Figure 2.5.1-38. (Sheet 9 of 11) Acoustic Televiewer Data and Outcrop MappingOrientation of Fractures in the Fleanor Shale 2.5.1-223 Revision 1
Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Figure 2.5.1-38. (Sheet 10 of 11) Acoustic Televiewer Data and Outcrop MappingOrientation of Fractures in the Newala Limestone 2.5.1-224 Revision 1
Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Figure 2.5.1-38. (Sheet 11 of 11) Acoustic Televiewer Data and Outcrop MappingOrientation of Fractures in the Rockdell Formation 2.5.1-225 Revision 1
Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Figure 2.5.1-39. Site Area Map 2.5.1-226 Revision 1
Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Source: Reference 2.5.1-239 Figure 2.5.1-40. Karst Features near Copper Ridge Cave 2.5.1-227 Revision 1
Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Source: Reference 2.5.1-240 Figure 2.5.1-41. Generalized Geologic Map of the Oak Ridge Area 2.5.1-228 Revision 1
Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Source: Reference 2.5.1-240 Figure 2.5.1-42. Conceptual Model for Karst Systems in the Oak Ridge Area 2.5.1-229 Revision 1
Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Figure 2.5.1-43. Examples of Karst Depressions Mapped from LiDAR Data 2.5.1-230 Revision 1
Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Figure 2.5.1-44. Location of Karst Field Reconnaissance 2.5.1-231 Revision 1
Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Figure 2.5.1-45. Field Photographs of Karst Depressions 2.5.1-232 Revision 1
Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Figure 2.5.1-46. Surface Karst Features and Site Topography Associated with CRBRP Investigations (1973) 2.5.1-233 Revision 1
Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Figure 2.5.1-47. Distribution of Mapped Karst Features in the Site Area 2.5.1-234 Revision 1
Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Figure 2.5.1-48. Field Photographs of Cave Features 2.5.1-235 Revision 1
Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Figure 2.5.1-49. Carbonate Content of Rock Core Samples by Stratigraphic Unit 2.5.1-236 Revision 1
Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Source: Page 216 of Reference 2.5.1-238 Figure 2.5.1-50. Clinch River Breeder Reactor Project Geologic Map 2.5.1-237 Revision 1
Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Notes:
- 1. Boreholes are projected on to a vertical plane oriented perpendicular to bedding strike of N52°E.
- 2. Borehole data are compiled from the CRBRP (Reference 2.5.1-100) and the CRN investigation (Reference 2.5.1-214).
Figure 2.5.1-51. Cross-Section Distribution of Cavities in Rock Core 2.5.1-238 Revision 1
Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Sources: Reference 2.5.1-100, Reference 2.5.1-214 Figure 2.5.1-52. Cavity Size and Elevation in Borings 2.5.1-239 Revision 1
Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Source: Reference 2.5.1-7 Figure 2.5.1-53. Model Showing Types of Phreatic and Water Table Caves 2.5.1-240 Revision 1
Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Source: Reference 2.5.1-246 Oblique view south.
Figure 2.5.1-54. Photograph of Completed Clinch River Breeder Reactor Project Excavation, 1983 2.5.1-241 Revision 1
Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Figure 2.5.1-55. Dissolution of Limestone Interbeds in the Blackford Formation 2.5.1-242 Revision 1
Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report GSI 0 20 40 60 80 100 800 Mid-point Elevation (ft) 750 700 650 600 550 500 Benbolt Fm. Deepest Foundation Level GSI 0 20 40 60 80 100 800 750 Mid-point Elevation (ft) 700 650 600 550 500 450 400 350 300 Rockdell Fm. Deepest Foundation Level Figure 2.5.1-56. (Sheet 1 of 3) Scatter Plots of Geological Strength Index per Bedrock Unit 2.5.1-243 Revision 1
Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report GSI 0 20 40 60 80 100 800 Mid-point Elevation (ft) 700 600 500 400 300 200 Fleanor Mb. Deepest Foundation Level GSI 0 20 40 60 80 100 750 Mid-point Elevation (ft) 700 650 600 550 500 450 Eidson Mb. Deepest Foundation Level Figure 2.5.1-56. (Sheet 2 of 3) Scatter plots of Geological Strenth Index per Bedrock Unit 2.5.1-244 Revision 1
Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report GSI 0 20 40 60 80 100 800 700 Mid-point Elevation (ft) 600 500 400 300 200 100 0
Blackford Fm. Deepest Foundation Level GSI 0 20 40 60 80 100 700 650 Mid-point Elevation (ft) 600 550 500 450 400 350 300 Newala Fm. Deepest Foundation Level Figure 2.5.1-56. (Sheet 3 of 3) Scatter Plots of Geological Strength Index per Bedrock Unit 2.5.1-245 Revision 1
Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report 50 90 45 80 40 70 35 60 30 RQD/2 50 25 40 20 30 15 20 10 10 5 0
45 40 35 30 25 20 15 10 5 0 1.5 JCond89 Benbolt Formation 50 90 45 80 40 70 35 60 30 50 25 RQD/2 40 20 30 15 20 10 10 5 0
45 40 35 30 25 20 15 10 5 0 1.5 JCond89 Rockdell Formation Note: JCond89 = Joint Condition Rating; GSI = Geological Strength Index; RQD = Rock Quality Designation Figure 2.5.1-57. (Sheet 1 of 3) Portion of GSI Chart Showing 1.5 JCond89 Against RQD/2 and GSI per Bedrock Unit (Extended to Show RQD/2 > 40) 2.5.1-246 Revision 1
Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report 50 90 45 80 40 70 35 60 30 50 25 RQD/2 40 20 30 15 20 10 10 5 0
45 40 35 30 25 20 15 10 5 0 1.5 JCond89 Fleanor Member 50 90 45 80 40 70 35 60 30 50 25 RQD/2 40 20 30 15 20 10 10 5 0
45 40 35 30 25 20 15 10 5 0 1.5 JCond89 Eidson Member Figure 2.5.1-57. (Sheet 2 of 3) Portion of GSI Chart Showing 1.5 JCond89 Against RQD/2 and GSI per Bedrock Unit (Extended to Show RQD/2 > 40) 2.5.1-247 Revision 1
Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report 50 90 45 80 40 70 35 60 30 50 25 RQD/2 40 20 30 15 20 10 10 5 0
45 40 35 30 25 20 15 10 5 0 1.5 JCond89 Blackford Formation 50 90 45 80 40 70 35 60 30 50 25 RQD/2 40 20 30 15 20 10 10 5 0
45 40 35 30 25 20 15 10 5 0 1.5 JCond89 Newala Formation Figure 2.5.1-57. (Sheet 3 of 3) Portion of GSI Chart Showing 1.5 JCond89 Against RQD/2 and GSI per Bedrock Unit (Extended to Show RQD/2 > 40) 2.5.1-248 Revision 1
Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Note: JCond89 = Joint Condition Rating; RQD = Rock Quality Designation Source: Reference 2.5.1-265 Figure 2.5.1-58. Estimates of Geological Strength Index at Outcrop Locations 2, 8, and 9 2.5.1-249 Revision 1
Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report 0
Drilled Depth to Fracture Zone Bottom 50 100 150 200 250 (ft) 300 350 400 450 0 2 4 6 8 10 12 14 Fracture Zone Apparent Thickness (ft)
Figure 2.5.1-59. (Sheet 1 of 2) Scatter Plot of Fracture Zone Apparent ThicknessAgainst Drilled Depth to Fracture Zone Bottom (Using the 100- and 200-Series Borings) 2.5.1-250 Revision 1
Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report 850 Elevation of Fracture Zone Bottom (ft, 800 750 700 650 600 NAVD88) 550 500 450 400 350 0 2 4 6 8 10 12 14 Fracture Zone Apparent Thickness (ft)
Figure 2.5.1-59. (Sheet 2 of 2) Scatter Plot of Fracture Zone Apparent ThicknessAgainst Elevation of Fracture Zone Bottom (Using the 100- and 200-Series Borings) 2.5.1-251 Revision 1
Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report 0
Drilled Depth to Shear-Joint Zone Bottom (ft) 50 100 150 200 250 300 350 400 0 5 10 15 20 Shear-Fracture Zone Apparent Thickness (ft)
Figure 2.5.1-60. (Sheet 1 of 2) Scatter Plot of Shear-Fracture Zone Apparent ThicknessAgainst Drilled Depth to Shear-Fracture Zone Bottom (Using 100- and 200-Series Borings) 2.5.1-252 Revision 1
Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report 800 Elevation of Shear-Joint Zone Bottom (ft, NAVD88) 750 700 650 600 550 500 450 400 0 5 10 15 20 Shear-Fracture Zone Apparent Thickness (ft)
Figure 2.5.1-60. (Sheet 2 of 2) Scatter Plot of Shear-Fracture Zone Apparent ThicknessAgainst Elevation of Shear-Fracture Zone Bottom (Using 100- and 200-Series Borings) 2.5.1-253 Revision 1
Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Notes:
Source: Reference 2.5.1-273.
The symbols shown on this map represent water resource permits for various applications such as construction, water treatment plants, individual wells, hydrostatic purposes etc. See the legend to this figure on the next sheet.
Mine locations are shown as and include the following on the map:
Roane County Quarry: Crushed and Broken Limestone Dixie Lee Quarry: Crushed and Broken Limestone Oak Ridge Quarry: Crushed and Broken Limestone Clear Energy Corporation (formerly Dalco of Tennessee LLC.): Bituminous Coal and Lignite, Surface.
Dalco Coal of Tennessee, LLC. Bituminous Coal and Lignite, Underground.
Figure 2.5.1-61. (Sheet 1 of 2) Map showing the Water Resource Permit Application Sites Within Approximately 10 Miles of the Clinch River Nuclear Site 2.5.1-254 Revision 1
Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Notes:
Source: Reference 2.5.1-273.
Figure 2.5.1-61. (Sheet 2 of 2) Map Showing the Water Resource Permit Application Sites Within Approximately 10 Miles of the Clinch River Nuclear Site 2.5.1-255 Revision 1
Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Note: Source: Reference 2.5.1-273.
Figure 2.5.1-62. Map Showing the Location of Geologic Cross-Section A-A' to Basement 2.5.1-256 Revision 1
Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Note:
A. Across-strike geologic cross-section A-A' with an expanded section, the location of which is indicated in the rectangle in the center of the diagram.
B. Upper part of Figure A with additional detail. Location of section line is indicated in the geologic map on Figure 2.5.1-62.
Figure 2.5.1-63. (Sheet 1 of 2) Geologic Cross-Section A-A' Ground Surface to Basement 2.5.1-257 Revision 1
Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report Note: Explanation of symbols used to identify the different geologic units in Figures 2.5.1-62 and 2.5.1-63.
Figure 2.5.1-63. (Sheet 2 of 2) Geologic Cross-Section A-A' Ground Surface to Basement 2.5.1-258 Revision 1