|
---|
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
[Table view] |
Text
Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report SUBSECTION 2.5.5 TABLE OF CONTENTS Section Title Page 2.5.5 Stability of Slopes ....................................................................... 2.5.5-1 2.5.5.1 Slope Characteristics .............................................. 2.5.5-1 2.5.5.2 Design Criteria and Analyses ................................. 2.5.5-1 2.5.5.3 Results of the Investigation ..................................... 2.5.5-2 2.5.5.4 Properties of Borrow Material ................................. 2.5.5-2 2.5.5.5 References ............................................................. 2.5.5-2 2.5.5-i Revision 1
Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report 2.5.5 Stability of Slopes The information presented in this subsection is based on the results of the site-specific subsurface investigation performed at the Clinch River Nuclear Site, which is described in Subsection 2.5.4. Note that the detailed data collected from this site-specific subsurface investigation are contained in Reference 2.5.5-1.
The Clinch River Nuclear Site is located along the Clinch River arm of the Watts Bar Reservoir within the City of Oak Ridge, Tennessee. The topography in this area consists of a series of northeast to southwest trending alternating ridges and valleys. During previous site grading at the Clinch River Property, as described in Subsection 2.5.4.1, portions of the ridges were excavated and some of the valleys were filled resulting in a gently sloping topography within the power block area. Immediately west of the power block area, an excavation approximately 35 ft deep remains from the previous site grading. Several ridges are located immediately east of the power block area.
As described in Subsection 2.5.4.1, the existing ground surface at and around the power block area at the time of the subsurface investigation is generally gently sloping downward from northwest to southeast, ranging from approximately Elevation 855 to 780 ft North American Vertical Datum of 1988 (NAVD88) (Reference 2.5.5-1). Note that all references to elevations given in this subsection are to NAVD88. The power block finish grade elevation is at 821 ft.
Details of the proposed site grading are currently not developed. However, given the existing topography, the natural topography, and the planned finished grade elevation of 821 ft, a flat table-top site with no safety-related slopes is anticipated. The site grading plan and the stability of any safety-related slopes, including dams and dikes, are evaluated in the combined license application (COLA).
2.5.5.1 Slope Characteristics While the planned finished grade elevation of the power block area is set at 821 ft, the power block configuration and site grading have not been established. Therefore, the configuration and characteristics of any permanent slopes have not been determined. The configurations and characteristics of any permanent slopes are established and evaluated in the COLA.
During construction, a temporary excavation cut slope will be made in the power block area to construct foundations. This excavation will be made in soil, weathered rock, and hard rock. The excavation will include vertical faces as well as a sloped ramp for construction access. The excavation will be backfilled and no slopes will remain after construction in the power block area.
Groundwater conditions in the power block area, including seepage and high and low groundwater levels, are discussed in Subsection 2.4.12.
2.5.5.2 Design Criteria and Analyses Since site grading has not been established, the presence of permanent safety-related slopes cannot be determined. This determination will be made during the combined operating license stage. If permanent safety-related slopes are identified, these slopes will be analyzed to ensure adequate margin against the potential failure of these slopes impacting safety-related structures.
Construction excavation cut slopes will be required in the power block area for construction of the foundations. Soil and rock will be removed and replaced with compacted granular backfill and lean concrete, respectively. The conceptual design of the excavation, including excavation support and slope stabilization details, is developed in the COLA. The construction excavation 2.5.5-1 Revision 1
Clinch River Nuclear Site Early Site Permit Application Part 2, Site Safety Analysis Report cut slopes will be temporary since they are for the construction period only. The excavation will be backfilled and none of these slopes will remain after construction in the power block area.
2.5.5.3 Results of the Investigation As described in Subsection 2.5.4, a detailed subsurface investigation encompassing the power block area was conducted and included material characterization, foundation analysis, and rock mass characterization. These data will be used for conceptual design of the foundation excavation cut slopes and the design of any permanent safety-related slopes.
2.5.5.4 Properties of Borrow Material Information related to backfill and borrow material for safety-related backfill is provided in Subsection 2.5.4.5. If safety-related permanent slopes are identified once site grading has been established, the properties of any borrow material for construction of these slopes will be determined.
2.5.5.5 References 2.5.5-1. AMEC (AMEC Environmental and Infrastructure, Inc.), Geotechnical Exploration and Testing, Clinch River SMR Project, Oak Ridge, Tennessee, Data Report, Rev.
4, October 2014.
2.5.5-2 Revision 1