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| | {{#Wiki_filter:Clinton 1Table 1. Current Design Basis Flood Hazards for Use in the MSAMechanismStillwater Elevation Waves/ RunupReferenceDesign Basis Hazard ElevationNote: Reported values are rounded to the nearest one-tenth of a foot.Local Intense PrecipitationLocal Intense Precipitation and Associated Drainage736.8 ft MSLNot applicable736.8 ft MSLFHRR Section 2.2.1 and Table 4.0.2Failure of Dams and Onsite Water Control/Storage StructuresFHRR Section 2.2.3Streams and RiversFHRR Section 2.2.2Storm SurgeProbable maximum flooding on cooling pondFHRR Section 2.2.5SeicheFHRR Section 2.2.5TsunamiFHRR Section 2.2.6Ice-Induced FloodingFHRR Section 2.2.7Channel Migrations/DiversionsFHRR Section 2.2.8 |
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MONTHYEARRS-15-064, Response to March 12, 2012, Request for Information Enclosure 2, Recommendation 2.1, Flooding, Required Response 2, Flood Hazard Reevaluation Report2015-03-12012 March 2015 Response to March 12, 2012, Request for Information Enclosure 2, Recommendation 2.1, Flooding, Required Response 2, Flood Hazard Reevaluation Report Project stage: Request ML15093A3112015-03-16016 March 2015 NRR E-mail Capture - Request for Additional Information: Clinton Flooding Hazard Reevaluation Report Project stage: RAI RS-15-110, Response to Request for Additional Information Regarding Fukushima Lessons Learned - Flood Hazard Reevaluation Report2015-05-0505 May 2015 Response to Request for Additional Information Regarding Fukushima Lessons Learned - Flood Hazard Reevaluation Report Project stage: Response to RAI ML15148A2862015-07-21021 July 2015 Nuclear Regulatory Commission Plan for the Audit of Exelon Generation Company, Llc'S Flood Hazard Reevaluation Report Submittal Relating to the Near-Term Task Force Recommendation 2.1 -Flooding Project stage: Other ML15219A6452015-09-0303 September 2015 Tables 1 and 2 Project stage: Other ML15212A0102015-09-0303 September 2015 Interim Staff Response to Reevaluated Flood Hazards Submitted in Response to 10 CFR 50.54(f) Information Request - Flood-Causing Mechanism Reevaluation Project stage: Other ML15212A7272015-09-0404 September 2015 Interim Staff Response to Reevaluated Flood Hazards Submitted in Response to 10 CFR 50.54(f) Information Request Flood-Causing Mechanism Reevaluation Project stage: Other ML15219A6672015-09-0404 September 2015 Tables 1 and 2 Project stage: Request ML15279A1342015-10-27027 October 2015 Staff Assessment of Response to 10 CFR 50.54(f) Information Request-Flood-Causing Mechanism Reevaluation Project stage: Other ML15321A0342015-11-18018 November 2015 Correction to Staff Assessment of Response to Request for Information Pursuant to 10 CFR 50.54(f)-Flood Causing Mechanisms Reevaluation Project stage: RAI RS-16-055, Mitigating Strategies Flood Hazard Assessment (Msfha) Submittal2016-03-24024 March 2016 Mitigating Strategies Flood Hazard Assessment (Msfha) Submittal Project stage: Other 2015-05-05
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Category:Graphics incl Charts and Tables
MONTHYEARML16056A1392016-03-11011 March 2016 Correction to the U.S. Nuclear Regulatory Commission Analysis of Licensees' Decommissioning Funding Status Reports ML15219A6452015-09-0303 September 2015 Tables 1 and 2 ML15212A0102015-09-0303 September 2015 Interim Staff Response to Reevaluated Flood Hazards Submitted in Response to 10 CFR 50.54(f) Information Request - Flood-Causing Mechanism Reevaluation RA-13-081, Proposed Resolution for Completion of the Seismic Walkdowns Associated with NRC Request for Information Pursuant to 10 CFR 50.54(f) Regarding the Seismic Aspects of Recommendation 2.3 of the Near-Term.2013-09-16016 September 2013 Proposed Resolution for Completion of the Seismic Walkdowns Associated with NRC Request for Information Pursuant to 10 CFR 50.54(f) Regarding the Seismic Aspects of Recommendation 2.3 of the Near-Term. RA-13-075, Response to NRC Request for Information Per 10 CFR 50.54(f) Re the Seismic Aspects of Recommendation 2.1 of the Near-Term Task Force Review of Insights from the Fukushima Dai-ichi Accident- 1.5 Year Response for CEUS Sites2013-09-12012 September 2013 Response to NRC Request for Information Per 10 CFR 50.54(f) Re the Seismic Aspects of Recommendation 2.1 of the Near-Term Task Force Review of Insights from the Fukushima Dai-ichi Accident- 1.5 Year Response for CEUS Sites NEI 08-09, Re-Submittal of the Exelon Cyber Security Plan2010-07-23023 July 2010 Re-Submittal of the Exelon Cyber Security Plan RS-08-141, Annual Report of Emergency Core Cooling System Evaluation Model Changes and Errors2008-10-31031 October 2008 Annual Report of Emergency Core Cooling System Evaluation Model Changes and Errors RA-08-057, Unit 1, Application for Approval of License Transfers2008-06-20020 June 2008 Unit 1, Application for Approval of License Transfers ML0728203072007-10-11011 October 2007 Electronic Distribtion Initiative Letter, Licensee List, Electronic Distribution Input Information, Division Plant Mailing Lists ML0617102122006-06-15015 June 2006 Oak Ridge Institute for Science and Education - Analytical Results for 21 Water Samples, Batch One, from the Vicinity of the Clinton Station, Clinton, Illinois (Inspection Report No. 050-00461/2006-004) (Rfta No. 06-001) ML0709202062005-01-31031 January 2005 Cps/Usar, Chapter 5, Reactor Coolant System and Connected System, Revision 11 ML0709302252005-01-31031 January 2005 Cps/Usar, Chapter 6, Engineered Safety Features, Revision 11 ML0709302282005-01-31031 January 2005 Cps/Usar, Chapter 7, Instrumentation and Control Systems, Revision 11 ML0709302362005-01-31031 January 2005 Cps/Usar, Chapter 10, Steam and Power Conversion System, Revision 11 ML0709302402005-01-31031 January 2005 Cps/Usar, Chapter 11, Radioactive Waste Management, Revision 11 ML0709302452005-01-31031 January 2005 Cps/Usar, Chapter 12, Radiation Protection, Revision 11 ML0709302542005-01-31031 January 2005 Cps/Usar, Chapter 14, Initial Test Program, Revision 11 ML0709302592005-01-31031 January 2005 Cps/Usar, Chapter 15, Accident Analyses, Revision 11 ML0709303592005-01-31031 January 2005 Cps/Usar, Appendix C, Computer Programs, Revision 11 ML0709303602005-01-31031 January 2005 Cps/Usar, Appendix D, Requirements Resulting from TMI-2 Accident, Revision 11 2016-03-11
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Clinton 1Table 1. Current Design Basis Flood Hazards for Use in the MSAMechanismStillwater Elevation Waves/ RunupReferenceDesign Basis Hazard ElevationNote: Reported values are rounded to the nearest one-tenth of a foot.Local Intense PrecipitationLocal Intense Precipitation and Associated Drainage736.8 ft MSLNot applicable736.8 ft MSLFHRR Section 2.2.1 and Table 4.0.2Failure of Dams and Onsite Water Control/Storage StructuresFHRR Section 2.2.3Streams and RiversFHRR Section 2.2.2Storm SurgeProbable maximum flooding on cooling pondFHRR Section 2.2.5SeicheFHRR Section 2.2.5TsunamiFHRR Section 2.2.6Ice-Induced FloodingFHRR Section 2.2.7Channel Migrations/DiversionsFHRR Section 2.2.8