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| There are no regulatory commitments contained in this letter. If you have any questions or require additional information, please do not hesitate to contact Mr. Brian J. Thomas at 856-339-2022. | | There are no regulatory commitments contained in this letter. If you have any questions or require additional information, please do not hesitate to contact Mr. Brian J. Thomas at 856-339-2022. |
| I declare under penalty of perjury that the foregoing is true and correct. | | I declare under penalty of perjury that the foregoing is true and correct. |
| Executed on f l. I ~ 6 II' | | Executed on f l. I ~ 6 II' (Date) |
| -----------------------
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| (Date) | |
| Sincerely, Charles V. McFeaters Site Vice President Salem Generating Station : SGS FLEX DB and MSFHI- Flood Parameter Comparison Tables cc: Mr. Daniel Dorman, Administrator, Region I, NRC Mr. Patrick Finney, NRC Senior Resident Inspector, Salem Ms. Carleen J. Parker, Project Manager, NRC/NRRlDORL Mr. John Boska, Senior Project Manager, NRC/NRRlJLD Mr. Patrick Mulligan, Chief, NJBNE Mr. Thomas Cachaza, Salem Commitment Tracking Coordinator Mr. Lee Marabella, PSEG Corporate Commitment Coordinator | | Sincerely, Charles V. McFeaters Site Vice President Salem Generating Station : SGS FLEX DB and MSFHI- Flood Parameter Comparison Tables cc: Mr. Daniel Dorman, Administrator, Region I, NRC Mr. Patrick Finney, NRC Senior Resident Inspector, Salem Ms. Carleen J. Parker, Project Manager, NRC/NRRlDORL Mr. John Boska, Senior Project Manager, NRC/NRRlJLD Mr. Patrick Mulligan, Chief, NJBNE Mr. Thomas Cachaza, Salem Commitment Tracking Coordinator Mr. Lee Marabella, PSEG Corporate Commitment Coordinator |
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Similar Documents at Salem |
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Category:Graphics incl Charts and Tables
MONTHYEARML23249A2662023-09-0606 September 2023 Attachment 2: Salem Pavan Input File ML23249A2672023-09-0606 September 2023 Attachment 3: Salem Pavan Output File ML23249A2632023-09-0606 September 2023 Attachment 1: PSEG Site Hourly Meteorological Data (2019 - 2021), Salem/Hope Creek Finalized Hourly Meteorological Data 2019 LR-N23-0050, Attachment 5: Hope Creek Pavan Output File2023-09-0606 September 2023 Attachment 5: Hope Creek Pavan Output File ML23249A2682023-09-0606 September 2023 Attachment 4: Hope Creek Pavan Input File ML23249A2642023-09-0606 September 2023 Attachment 1: PSEG Site Hourly Meteorological Data (2019 - 2021), Salem/Hope Creek Finalized Hourly Meteorological Data 2020 ML23249A2652023-09-0606 September 2023 Attachment 1: PSEG Site Hourly Meteorological Data (2019 - 2021), Salem/Hope Creek Finalized Hourly Meteorological Data 2021 ML17335A1182018-01-25025 January 2018 Documentation of the Completion of Required Actions Taken in Response to the Lessons Learned from the Fukushima Dai Ichi Accident ML17046A2962017-01-30030 January 2017 Revision 29 to Updated Final Safety Analysis Report, Table 3.8-1 Through 3.8-11 LR-N17-0034, Salem Generating Station, Units 1 & 2, Revision 29 to Updated Final Safety Analysis Report, Table 3.8-1 Through 3.8-112017-01-30030 January 2017 Salem Generating Station, Units 1 & 2, Revision 29 to Updated Final Safety Analysis Report, Table 3.8-1 Through 3.8-11 LR-N17-0034, Salem Generating Station, Units 1 & 2, Revision 29 to Updated Final Safety Analysis Report, Table 3A-1 (Deleted)2017-01-30030 January 2017 Salem Generating Station, Units 1 & 2, Revision 29 to Updated Final Safety Analysis Report, Table 3A-1 (Deleted) LR-N17-0034, Salem Generating Station, Units 1 & 2, Revision 29 to Updated Final Safety Analysis Report, Table 4.1-1 Through 4.1-32017-01-30030 January 2017 Salem Generating Station, Units 1 & 2, Revision 29 to Updated Final Safety Analysis Report, Table 4.1-1 Through 4.1-3 ML17046A3072017-01-30030 January 2017 Revision 29 to Updated Final Safety Analysis Report, Table 3A-1 (Deleted) ML17046A3112017-01-30030 January 2017 Revision 29 to Updated Final Safety Analysis Report, Table 4.1-1 Through 4.1-3 LR-N16-0161, Flood Hazards Mitigating Strategies Assessment (MSA) Report Submittal2016-12-30030 December 2016 Flood Hazards Mitigating Strategies Assessment (MSA) Report Submittal ML16056A1392016-03-11011 March 2016 Correction to the U.S. Nuclear Regulatory Commission Analysis of Licensees' Decommissioning Funding Status Reports ML16102A2772016-03-11011 March 2016 Submittal of Annual Incidental Take Report ML15238B7042015-09-10010 September 2015 Interim Staff Response to Reevaluated Flood Hazards Submitted in Response to 10 CFR 50.54 Information Request - Flood Causing Mechanism Reevaluation ML15243A4472015-09-10010 September 2015 Master Report - Tables 1 and 2 ML15030A2822014-09-22022 September 2014 Figure 16, Salem Unit 2 - Tritium Concentrations in Water Recovered Through Seismic Gap Drain Operation ML15030A3012014-09-22022 September 2014 Table 08, Unit 2 Seismic Gap Drain Tritium Analytical Results ML15030A3002014-09-22022 September 2014 Table 07, Unit 1 Seismic Gap Drain Tritium Analytical Results ML15030A2992014-09-22022 September 2014 Table 06B, Groundwater Analytical Results for Well AC ML15030A2982014-09-22022 September 2014 Table 06A, Groundwater Tritium Analytical Results for Well AC ML15030A2962014-09-22022 September 2014 Table 05, Groundwater Analytical Results (1.22.2003 Through 3.31.2014) ML15030A2952014-09-22022 September 2014 Table 04, Groundwater Measurements and Elevations - First Quarter 2014 ML15030A2942014-09-22022 September 2014 Table 03, Effluent Data Tritium Activity ML15030A2842014-09-22022 September 2014 Table 02, Sample Collection Schedule - First & Second Quarter 2014 ML15030A2832014-09-22022 September 2014 Table 01, Well Construction Details ML15030A2812014-09-22022 September 2014 Figure 15, Salem Unit 1 - Tritium Concentrations in Water Recovered Through Seismic Gap Drain Operation ML15030A2802014-09-22022 September 2014 Figure 14, Historic Tritium Recovered Through Well Field Operation ML15030A2762014-09-22022 September 2014 Figure 11, Station Wind Summary - Q1 2014 ML15030A2752014-09-22022 September 2014 Figure 10, Precipitation Measurements ML15030A2512014-09-22022 September 2014 Figure 9, Salem Generating Station Hydrogeologic Cross Section E-E' ML15030A2502014-09-22022 September 2014 Figure 8,Salem Generating Station Hydrogeologic Cross Section D-D' ML15030A2492014-09-22022 September 2014 Figure 7, Salem Generating Station Hydrogeologic Cross Section C-C' ML15030A2482014-09-22022 September 2014 Figure 6, Salem Generating Station Hydrogeologic Cross Section B-B' ML15030A2472014-09-22022 September 2014 Figure 5, Salem Generating Station Hydrogeologic Cross Section A-A' LR-N12-0366, Kld TR-499, Revision 0, Development of Evacuation Time Estimates, Appendix K-76 Through K-1492012-11-28028 November 2012 Kld TR-499, Revision 0, Development of Evacuation Time Estimates, Appendix K-76 Through K-149 ML13052A6822012-11-28028 November 2012 Kld TR-499, Revision 0, Development of Evacuation Time Estimates, Appendix K-76 Through K-149 ML12284A4272012-10-0404 October 2012 PSEG Early Site Permit Application, Calculation of Multiplier Effects for Er Section 10.4 LR-N12-0027, Submittal of RCS Dei Graphs Report2012-03-0202 March 2012 Submittal of RCS Dei Graphs Report ML1030002022010-05-0303 May 2010 1R20 NRC Items of Interest Punchlist ML1029803702010-04-21021 April 2010 Graphs of Salem - Unit 2 Ffdp Exam ML1030002002010-04-20020 April 2010 Document: Nbu Weld Joint Notice #80101382, Salem Unit 1 ML1030001962010-04-11011 April 2010 Document Schedule: Subject: Buried AFW Pipe Schedule LR-N09-0103, Submittal of 2008 Summary of Revised Regulatory Commitments2009-05-0505 May 2009 Submittal of 2008 Summary of Revised Regulatory Commitments ML0805605392008-03-0404 March 2008 Meeting Handout #7 - Graph Supporting Salem FAQ on Grassing Events ML0728203072007-10-11011 October 2007 Electronic Distribtion Initiative Letter, Licensee List, Electronic Distribution Input Information, Division Plant Mailing Lists LR-N07-0150, Unit 2, Re-Submittal of Inservice Inspection Program Relief Requests S2-I2-RR-B01 and S2-I2-RR-C012007-06-27027 June 2007 Unit 2, Re-Submittal of Inservice Inspection Program Relief Requests S2-I2-RR-B01 and S2-I2-RR-C01 2023-09-06
[Table view] Category:Letter type:LR
MONTHYEARLR-N23-0079, Special Report 23-02-00 Pursuant to the Requirements of Salem Unit 1 Technical Specification 3.3.3.7, Action 10, for the Unit 1 Main Steam Line Rad Monitor Inoperable for Greater than Seven Days2023-12-0707 December 2023 Special Report 23-02-00 Pursuant to the Requirements of Salem Unit 1 Technical Specification 3.3.3.7, Action 10, for the Unit 1 Main Steam Line Rad Monitor Inoperable for Greater than Seven Days LR-N23-0077, Loss of Coolant Accident Peak Cladding Temperature Margin Tracking - Annual Report 2023 & 30 Day Report for Salem Unit 1 Upflow Conversion2023-11-29029 November 2023 Loss of Coolant Accident Peak Cladding Temperature Margin Tracking - Annual Report 2023 & 30 Day Report for Salem Unit 1 Upflow Conversion LR-N23-0072, Core Operating Limits Report Cycle 302023-11-0101 November 2023 Core Operating Limits Report Cycle 30 LR-N23-0045, and Peach Bottom Atomic Power Station, Units 2 and 3 - Notice of Proposed Amendment to Decommissioning Trust Agreement2023-09-0808 September 2023 and Peach Bottom Atomic Power Station, Units 2 and 3 - 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Salem Nuclear Generating Station, Unit Nos. 1 and 2 and Hope Creek Generating Station2023-04-27027 April 2023 2022 Annual Radiological Environmental Operating Report (AREOR) - Salem Nuclear Generating Station, Unit Nos. 1 and 2 and Hope Creek Generating Station LR-N23-0033, Core Operating Limits Report Cycle 272023-04-26026 April 2023 Core Operating Limits Report Cycle 27 LR-N23-0010, License Amendment Request Revision of Technical Specification (TS) to Delete TS Section 5.5 - Meteorological Tower Location2023-04-21021 April 2023 License Amendment Request Revision of Technical Specification (TS) to Delete TS Section 5.5 - Meteorological Tower Location LR-N23-0006, Report on Status of Decommissioning Funding for Reactors and Independent Spent Fuel Storage Installations2023-03-24024 March 2023 Report on Status of Decommissioning Funding for Reactors and Independent Spent Fuel Storage Installations LR-N23-0019, and Salem Generating Station, Units 1 and 2 - Guarantees of Payment of Deferred Premiums2023-03-21021 March 2023 and Salem Generating Station, Units 1 and 2 - Guarantees of Payment of Deferred Premiums LR-N23-0016, and Salem Generating Station, Units 1 and 2 - Report of Changes, Tests, and Experiments2023-02-28028 February 2023 and Salem Generating Station, Units 1 and 2 - Report of Changes, Tests, and Experiments LR-N23-0012, Annual Property Insurance Status Report2023-02-24024 February 2023 Annual Property Insurance Status Report LR-N23-0014, Stations Submittal of 2022 Annual Report of Fitness for Duty Performance Data Per 10 CFR 26.203(e) and 10 CFR 26.7172023-02-23023 February 2023 Stations Submittal of 2022 Annual Report of Fitness for Duty Performance Data Per 10 CFR 26.203(e) and 10 CFR 26.717 LR-N23-0003, Response to Requests for Additional Information Salem Unit 2 Relief Request S2-I4R-2112023-02-0101 February 2023 Response to Requests for Additional Information Salem Unit 2 Relief Request S2-I4R-211 LR-N22-0096, and Salem Generating Station, Units 1 and 2 - Request for Threshold Determination2023-01-0505 January 2023 and Salem Generating Station, Units 1 and 2 - Request for Threshold Determination LR-N22-0095, Loss of Coolant Accident Peak Cladding Temperature Margin Tracking - Annual Report 20222022-12-20020 December 2022 Loss of Coolant Accident Peak Cladding Temperature Margin Tracking - Annual Report 2022 LR-N22-0094, Emergency Plan Document Revisions Implemented November 21, 20222022-12-14014 December 2022 Emergency Plan Document Revisions Implemented November 21, 2022 LR-N22-0092, Response to Final Iolb Request for Additional Information for Salem LAR to Revise TS to Extend Allowed Outage Time for Inoperable EDG2022-12-0909 December 2022 Response to Final Iolb Request for Additional Information for Salem LAR to Revise TS to Extend Allowed Outage Time for Inoperable EDG LR-N22-0091, Independent Spent Fuel Storage Installation, Report of 10 CFR 72.48 Changes, Tests, and Experiments2022-12-0202 December 2022 Independent Spent Fuel Storage Installation, Report of 10 CFR 72.48 Changes, Tests, and Experiments LR-N22-0084, Response to Final Request for Additional Information for Salem LAR to Revise TS to Extend Allowed Outage Time for Inoperable EDG (EPID L- 2022-LLA-0095)2022-11-17017 November 2022 Response to Final Request for Additional Information for Salem LAR to Revise TS to Extend Allowed Outage Time for Inoperable EDG (EPID L- 2022-LLA-0095) LR-N22-0090, Supplement to Submittal of Salem Generating Station Updated FSAR, Revision 33, 10 CFR 71.106 Review Results and 10 CFR 54.37(b) Review Results for Salem2022-11-10010 November 2022 Supplement to Submittal of Salem Generating Station Updated FSAR, Revision 33, 10 CFR 71.106 Review Results and 10 CFR 54.37(b) Review Results for Salem LR-N22-0065, Submittal of Relief Request Associated with the Fourth Inservice Inspection (ISI) Interval Limited Examinations2022-09-27027 September 2022 Submittal of Relief Request Associated with the Fourth Inservice Inspection (ISI) Interval Limited Examinations LR-N22-0074, Emergency Plan Evacuation Time Estimate2022-09-15015 September 2022 Emergency Plan Evacuation Time Estimate LR-N22-0066, License Amendment Request (LAR) to Relocate Technical Specifications (TS) Requirements for Reactor Head Vents to the Technical Requirements Manual (TRM)2022-08-31031 August 2022 License Amendment Request (LAR) to Relocate Technical Specifications (TS) Requirements for Reactor Head Vents to the Technical Requirements Manual (TRM) LR-N22-0063, Spent Fuel Cask Registration2022-08-10010 August 2022 Spent Fuel Cask Registration LR-N22-0068, In-Service Inspection Activities - 90-Day Report2022-08-10010 August 2022 In-Service Inspection Activities - 90-Day Report LR-N22-0012, License Amendment Request to Amend the Technical Specifications to Revise and Relocate the Reactor Coolant System Pressure and Temperature Limits and Pressurizer Overpressure Protection System Limits to a Pressure and Temperature2022-08-0707 August 2022 License Amendment Request to Amend the Technical Specifications to Revise and Relocate the Reactor Coolant System Pressure and Temperature Limits and Pressurizer Overpressure Protection System Limits to a Pressure and Temperature LR-N22-0062, Spent Fuel Cask Registration2022-07-21021 July 2022 Spent Fuel Cask Registration LR-N22-0006, License Amendment Request (LAR) to Amend Salem Unit 1 and Unit 2 Technical Specifications (TS) to Extend the Allowed Outage Time for an Inoperable Emergency Diesel Generator from 72 Hours to 14 Days2022-06-29029 June 2022 License Amendment Request (LAR) to Amend Salem Unit 1 and Unit 2 Technical Specifications (TS) to Extend the Allowed Outage Time for an Inoperable Emergency Diesel Generator from 72 Hours to 14 Days LR-N22-0051, License Amendment Request to Relocate Technical Specification Facility/Unit Staff Qualification Requirements to Quality Assurance Topical Report2022-06-22022 June 2022 License Amendment Request to Relocate Technical Specification Facility/Unit Staff Qualification Requirements to Quality Assurance Topical Report LR-N22-0044, Emergency Plan Document Revisions Implemented November, 20212022-05-19019 May 2022 Emergency Plan Document Revisions Implemented November, 2021 LR-N22-0043, Core Operating Limits Report - Cycle 292022-05-0909 May 2022 Core Operating Limits Report - Cycle 29 LR-N22-0041, 2021 Annual Radioactive Effluent Release Report (Rerr)2022-04-28028 April 2022 2021 Annual Radioactive Effluent Release Report (Rerr) LR-N22-0040, 2021 Annual Radiological Environmental Operating Report2022-04-28028 April 2022 2021 Annual Radiological Environmental Operating Report LR-N22-0039, Emergency Plan Document Revisions Implemented March 24, 20222022-04-21021 April 2022 Emergency Plan Document Revisions Implemented March 24, 2022 LR-N21-0052, Request for Relief from ASME Code Defect Removal for Service Water Buried Piping2022-04-0707 April 2022 Request for Relief from ASME Code Defect Removal for Service Water Buried Piping LR-N22-0023, Guarantees of Payment of Deferred Premiums2022-03-21021 March 2022 Guarantees of Payment of Deferred Premiums LR-N22-0022, Response to Request for Additional Information Relief Request S1-14R-210, Alternative Examination of Welds2022-03-21021 March 2022 Response to Request for Additional Information Relief Request S1-14R-210, Alternative Examination of Welds LR-N22-0017, Submittal of 2021 Annual Report of Fitness for Duty (FFD) Performance Data2022-02-25025 February 2022 Submittal of 2021 Annual Report of Fitness for Duty (FFD) Performance Data LR-N22-0016, Radiological Survey of Site Property to Be Used for Offshore Wind Port Facility2022-02-24024 February 2022 Radiological Survey of Site Property to Be Used for Offshore Wind Port Facility LR-N22-0013, In-Service Inspection Activities - 90-Day Report2022-02-10010 February 2022 In-Service Inspection Activities - 90-Day Report LR-N22-0007, Request for Exemption from Specific Requirements of 10 CFR Part 26, Fitness for Duty Programs2022-01-0505 January 2022 Request for Exemption from Specific Requirements of 10 CFR Part 26, Fitness for Duty Programs LR-N21-0061, Annual Report of Specific Activity Analysis - TS 6.9.1.5c2021-12-0909 December 2021 Annual Report of Specific Activity Analysis - TS 6.9.1.5c LR-N21-0083, Loss of Coolant Accident Peak Cladding Temperature Margin Tracking - Annual Report 2021 & 30 Day Report for Salem Unit 2 Upflow Conversion2021-11-24024 November 2021 Loss of Coolant Accident Peak Cladding Temperature Margin Tracking - Annual Report 2021 & 30 Day Report for Salem Unit 2 Upflow Conversion LR-N21-0078, Hope and Creek Generating Station, Supplement to License Amendment Request to Revise Technical Specifications (TS) to Delete Definitions Found in 10 CFR Part 20 and Delete Figures of the Site and Surrounding Areas from TS2021-11-18018 November 2021 Hope and Creek Generating Station, Supplement to License Amendment Request to Revise Technical Specifications (TS) to Delete Definitions Found in 10 CFR Part 20 and Delete Figures of the Site and Surrounding Areas from TS LR-N21-0066, Submittal of Relief Request Associated with the Fourth Inservice Inspection (ISI) Interval Limited Examinations2021-11-10010 November 2021 Submittal of Relief Request Associated with the Fourth Inservice Inspection (ISI) Interval Limited Examinations 2023-09-08
[Table view] Category:Report
MONTHYEARML23249A2622023-09-0606 September 2023 Attachment 1: PSEG Site Hourly Meteorological Data (2019 - 2021) LR-N22-0012, License Amendment Request to Amend the Technical Specifications to Revise and Relocate the Reactor Coolant System Pressure and Temperature Limits and Pressurizer Overpressure Protection System Limits to a Pressure and Temperature2022-08-0707 August 2022 License Amendment Request to Amend the Technical Specifications to Revise and Relocate the Reactor Coolant System Pressure and Temperature Limits and Pressurizer Overpressure Protection System Limits to a Pressure and Temperature ML21179A2352021-06-25025 June 2021 PSEG Salem Generating Station - Incidental Take Report Atlantic Sturgeon 6/24/2021 ML21078A0002021-03-25025 March 2021 Review of the Spring 2020 Steam Generator Tube Inspection Report LR-N21-0004, U.S Additional Protocol for Salem, Unit 12021-01-31031 January 2021 U.S Additional Protocol for Salem, Unit 1 LR-N20-0072, License Amendment Request to Amend Tech Specs to Revise and Relocate the Reactor Coolant System Pressure & Temperature Limits & Pressurizer Overpressure Protection System Limits to a Pressure & Temperature Limits Report2020-12-0606 December 2020 License Amendment Request to Amend Tech Specs to Revise and Relocate the Reactor Coolant System Pressure & Temperature Limits & Pressurizer Overpressure Protection System Limits to a Pressure & Temperature Limits Report ML20274A0762020-09-25025 September 2020 PSEG to NRC, Biological and Engineering Evaluation of Alternatives in Connection with Reinitation of Endangered Species Act Section 7 Consultation LR-N20-0010, License Amendment Request to Exclude the Dynamic Effects of Specific Postulated Pipe Ruptures from the Design and Licensing Basis Based on Leak-Before-Break Methodology2020-04-24024 April 2020 License Amendment Request to Exclude the Dynamic Effects of Specific Postulated Pipe Ruptures from the Design and Licensing Basis Based on Leak-Before-Break Methodology ML20121A1332020-03-0303 March 2020 Biological Opinion 2019 Annual Incidental Take Report LR-N19-0103, Loss of Coolant Accident Peak Cladding Temperature Margin Tracking - Annual Report 20192019-11-26026 November 2019 Loss of Coolant Accident Peak Cladding Temperature Margin Tracking - Annual Report 2019 LR-N19-0010, U.S. Additional Protocol for Salem Unit 1 2018 Report2019-01-31031 January 2019 U.S. Additional Protocol for Salem Unit 1 2018 Report ML19029B0172019-01-29029 January 2019 Containment Building, Salem Nuclear Generating Station, Structural Analysis & Design ML18337A3262018-01-30030 January 2018 Sturgeon Incidental Take Report and Data Collection Form for April 11, 2018 (1 of 2) ML18337A3252018-01-30030 January 2018 Sturgeon Incidental Take Report and Data Collection Form for March 28, 2018 ML18337A3242018-01-30030 January 2018 Sturgeon Incidental Take Report and Data Collection Form for February 6, 2018 LR-N17-0076, Focused Evaluation of External Flooding2017-06-30030 June 2017 Focused Evaluation of External Flooding LR-N17-0051, Annual Report of Specific Activity Analysis - TS 6.9.1.5c2017-02-16016 February 2017 Annual Report of Specific Activity Analysis - TS 6.9.1.5c LR-N16-0161, Flood Hazards Mitigating Strategies Assessment (MSA) Report Submittal2016-12-30030 December 2016 Flood Hazards Mitigating Strategies Assessment (MSA) Report Submittal ML16280A5232016-08-31031 August 2016 Technical Evaluation Report Salem Generating Station Storm Surge Hazard Reevaluation Review LR-N16-0026, Annual Report of Specific Activity Analysis - TS 6.9.1.5c2016-02-26026 February 2016 Annual Report of Specific Activity Analysis - TS 6.9.1.5c LR-N15-0218, Revised Loss of Coolant Accident Peak Cladding Temperature Margin Tracking - Annual Report2015-10-21021 October 2015 Revised Loss of Coolant Accident Peak Cladding Temperature Margin Tracking - Annual Report LR-N15-0207, Loss of Coolant Accident Peak Cladding Temperature Margin Tracking - Annual Report2015-10-0707 October 2015 Loss of Coolant Accident Peak Cladding Temperature Margin Tracking - Annual Report ML15119A1612015-04-17017 April 2015 Report of Impingement of Atlantic Sturgeon LR-N14-0268, Special Report 272/2014-008, One Channel of Reactor Vessel Level Instrumentation System (RVLIS) Inoperable Greater than 30 Days2014-12-24024 December 2014 Special Report 272/2014-008, One Channel of Reactor Vessel Level Instrumentation System (RVLIS) Inoperable Greater than 30 Days ML15030A1632014-09-22022 September 2014 Remedial Action Progress Report First Quarter 2014 ML15030A2422014-09-22022 September 2014 Appendix a, Mass Flux Calculations ML15030A2432014-09-22022 September 2014 Figure 1, Site Location Map ML15030A2442014-09-22022 September 2014 Figure 2, Station Layout Map ML15030A2832014-09-22022 September 2014 Table 01, Well Construction Details ML15030A2452014-09-22022 September 2014 Figure 3, Salem Generating Station Layout Map ML15030A2462014-09-22022 September 2014 Figure 4, Station Shallow Groundwater Elevation Contours - February 2014 ML15030A2472014-09-22022 September 2014 Figure 5, Salem Generating Station Hydrogeologic Cross Section A-A' ML15030A2482014-09-22022 September 2014 Figure 6, Salem Generating Station Hydrogeologic Cross Section B-B' ML15030A2492014-09-22022 September 2014 Figure 7, Salem Generating Station Hydrogeologic Cross Section C-C' ML15030A2502014-09-22022 September 2014 Figure 8,Salem Generating Station Hydrogeologic Cross Section D-D' ML15030A2752014-09-22022 September 2014 Figure 10, Precipitation Measurements ML15030A3012014-09-22022 September 2014 Table 08, Unit 2 Seismic Gap Drain Tritium Analytical Results ML15030A3002014-09-22022 September 2014 Table 07, Unit 1 Seismic Gap Drain Tritium Analytical Results ML15030A2992014-09-22022 September 2014 Table 06B, Groundwater Analytical Results for Well AC ML15030A2982014-09-22022 September 2014 Table 06A, Groundwater Tritium Analytical Results for Well AC ML15030A2962014-09-22022 September 2014 Table 05, Groundwater Analytical Results (1.22.2003 Through 3.31.2014) ML15030A2952014-09-22022 September 2014 Table 04, Groundwater Measurements and Elevations - First Quarter 2014 ML15030A2942014-09-22022 September 2014 Table 03, Effluent Data Tritium Activity ML15030A2842014-09-22022 September 2014 Table 02, Sample Collection Schedule - First & Second Quarter 2014 ML15030A2822014-09-22022 September 2014 Figure 16, Salem Unit 2 - Tritium Concentrations in Water Recovered Through Seismic Gap Drain Operation ML15030A2812014-09-22022 September 2014 Figure 15, Salem Unit 1 - Tritium Concentrations in Water Recovered Through Seismic Gap Drain Operation ML15030A2802014-09-22022 September 2014 Figure 14, Historic Tritium Recovered Through Well Field Operation ML15030A2792014-09-22022 September 2014 Figure 13, Tritium Isoconcentration Map - March 2014 ML15030A2762014-09-22022 September 2014 Figure 11, Station Wind Summary - Q1 2014 ML15030A2512014-09-22022 September 2014 Figure 9, Salem Generating Station Hydrogeologic Cross Section E-E' 2023-09-06
[Table view] Category:Miscellaneous
MONTHYEARML21179A2352021-06-25025 June 2021 PSEG Salem Generating Station - Incidental Take Report Atlantic Sturgeon 6/24/2021 ML21078A0002021-03-25025 March 2021 Review of the Spring 2020 Steam Generator Tube Inspection Report LR-N19-0010, U.S. Additional Protocol for Salem Unit 1 2018 Report2019-01-31031 January 2019 U.S. Additional Protocol for Salem Unit 1 2018 Report LR-N17-0076, Focused Evaluation of External Flooding2017-06-30030 June 2017 Focused Evaluation of External Flooding LR-N17-0051, Annual Report of Specific Activity Analysis - TS 6.9.1.5c2017-02-16016 February 2017 Annual Report of Specific Activity Analysis - TS 6.9.1.5c LR-N16-0161, Flood Hazards Mitigating Strategies Assessment (MSA) Report Submittal2016-12-30030 December 2016 Flood Hazards Mitigating Strategies Assessment (MSA) Report Submittal LR-N16-0026, Annual Report of Specific Activity Analysis - TS 6.9.1.5c2016-02-26026 February 2016 Annual Report of Specific Activity Analysis - TS 6.9.1.5c LR-N15-0218, Revised Loss of Coolant Accident Peak Cladding Temperature Margin Tracking - Annual Report2015-10-21021 October 2015 Revised Loss of Coolant Accident Peak Cladding Temperature Margin Tracking - Annual Report LR-N15-0207, Loss of Coolant Accident Peak Cladding Temperature Margin Tracking - Annual Report2015-10-0707 October 2015 Loss of Coolant Accident Peak Cladding Temperature Margin Tracking - Annual Report ML15119A1612015-04-17017 April 2015 Report of Impingement of Atlantic Sturgeon LR-N14-0268, Special Report 272/2014-008, One Channel of Reactor Vessel Level Instrumentation System (RVLIS) Inoperable Greater than 30 Days2014-12-24024 December 2014 Special Report 272/2014-008, One Channel of Reactor Vessel Level Instrumentation System (RVLIS) Inoperable Greater than 30 Days ML14113A2212014-04-30030 April 2014 NRC Staff Review of the Documentation Provided by PSEG Nuclear LLC for the Salem Generating Station Units 1 and 2 Concerning Resolution of Generic Letter 2004-02, Potential Impact of Debris Blockage on Emergency Recirculation During Design LR-N14-0112, CFR 20.2206 Report - Apportion the 2013 Site Dose Between Salem and Hope Creek Station2014-04-25025 April 2014 CFR 20.2206 Report - Apportion the 2013 Site Dose Between Salem and Hope Creek Station ML14316A4022014-03-31031 March 2014 Well AA-V Installation Report - FIG-06 Potable Well Locations in Lower Alloways Creek Elsinboro and Greenwich Townships ML14316A4012014-03-31031 March 2014 Well AA-V Installation Report - FIG-05 Vincentown Formation Mean Hydraulic Fluctuation Study Results Map - August 2013-5 ML14316A4002014-03-31031 March 2014 Well AA-V Installation Report - FIG-02 Regional Cross SECTION-2 ML14316A3972014-03-31031 March 2014 Well AA-V Installation Report - FIG-03 Facility Cross Section Through AA-V-3 ML14316A3792014-03-31031 March 2014 Well AA-V Installation Report - Appendix a - Monitoring Well Certification Form B ML14316A3982014-03-31031 March 2014 Well AA-V Installation Report - FIG-04 Monitoring Wells Screened within the Vincentown FORMATION-4 ML14316A3692014-03-31031 March 2014 Final Well AA-V Installation Report 031214 ML14316A3342014-03-31031 March 2014 Well AA-V Installation Report - Appendix F - Well Search Results ML14316A3332014-03-31031 March 2014 Well AA-V Installation Report - Appendix E - Summary, Charts and Raw Data ML14316A3312014-03-31031 March 2014 Well AA-V Installation Report - Appendix D Specific Capacity Test for Well AA-V ML14316A3292014-03-31031 March 2014 Well AA-V Installation Report - Appendix C - AA-V Construction and Boring Logs ML14316A3282014-03-31031 March 2014 Well AA-V Installation Report - Appendix B - Cb Abandonment Report ML14316A4062014-03-31031 March 2014 Well AA-V Installation Report - Table 1 Well Construction Details ML14316A4072014-03-31031 March 2014 Well AA-V Installation Report - Table 2 Groundwater Sample Analytical Results Vincentown Wells ML14316A4032014-03-31031 March 2014 Well AA-V Installation Report - Table 3 Well AA-V Extended Purge Salem Chemistry Screening Results ML14316A4082014-03-31031 March 2014 Well AA-V Installation Report - Table 4 Mean Hydraulic Grad Study Results ML14316A4092014-03-31031 March 2014 Well AA-V Installation Report - Table 5 Well Search Summary LR-N13-0259, Steam Generator Tube Inspection Report - Twenty-Second Refueling Outage (1R22)2013-11-0404 November 2013 Steam Generator Tube Inspection Report - Twenty-Second Refueling Outage (1R22) LR-N13-0083, Response to March 12, 2012, Request for Information Pursuant to Title 10 of the Code of Federal Regulations 50.54(f) Regarding Recommendation of Near-Term Task Force Review of Insights from the Fukushima Dai-ichi Accident, ...2013-04-26026 April 2013 Response to March 12, 2012, Request for Information Pursuant to Title 10 of the Code of Federal Regulations 50.54(f) Regarding Recommendation of Near-Term Task Force Review of Insights from the Fukushima Dai-ichi Accident, ... LR-N13-0040, In-Service Inspection Activities - 90-Day Report, Revision 12013-03-0101 March 2013 In-Service Inspection Activities - 90-Day Report, Revision 1 IR 05000254/20132012013-01-31031 January 2013 Exelon Generation Co., LLC, U.S. Nuclear Regulatory Commission (NRC) Office of Investigations (01) Investigation; Summary of 01 Report No. 3-2010-034; NRC Inspection Report Conference Letter - Licensee ML13008A2192013-01-31031 January 2013 U.S. Nuclear Regulatory Commission (NRC) Office of Investigations (01) Investigation; Summary of 01 Report No. 3-2010-034; NRC Inspection Report Conference Letter - Licensee IR 05000454/20132022013-01-31031 January 2013 Exelon Generation Co., LLC, U.S. Nuclear Regulatory Commission (NRC) Office of Investigations (01) Investigation; Summary of 01 Report No. 3-2010-034; NRC Inspection Report Conference Letter - Licensee IR 05000461/20132012013-01-31031 January 2013 Exelon Generation Co., LLC, U.S. Nuclear Regulatory Commission (NRC) Office of Investigations (01) Investigation; Summary of 01 Report No. 3-2010-034; NRC Inspection Report Conference Letter - Licensee IR 05000456/20132022013-01-31031 January 2013 Exelon Generation Co., LLC, U.S. Nuclear Regulatory Commission (NRC) Office of Investigations (01) Investigation; Summary of 01 Report No. 3-2010-034; NRC Inspection Report Conference Letter - Licensee IR 05000289/20132012013-01-31031 January 2013 Exelon Generation Co., LLC, U.S. Nuclear Regulatory Commission (NRC) Office of Investigations (01) Investigation; Summary of 01 Report No. 3-2010-034; NRC Inspection Report Conference Letter - Licensee IR 05000373/20132012013-01-31031 January 2013 Exelon Generation Co., LLC, U.S. Nuclear Regulatory Commission (NRC) Office of Investigations (01) Investigation; Summary of 01 Report No. 3-2010-034; NRC Inspection Report Conference Letter - Licensee IR 05000272/20132012013-01-31031 January 2013 Exelon Generation Co., LLC, U.S. Nuclear Regulatory Commission (NRC) Office of Investigations (01) Investigation; Summary of 01 Report No. 3-2010-034; NRC Inspection Report Conference Letter - Licensee IR 05000277/20132012013-01-31031 January 2013 Exelon Generation Co., LLC, U.S. Nuclear Regulatory Commission (NRC) Office of Investigations (01) Investigation; Summary of 01 Report No. 3-2010-034; NRC Inspection Report Conference Letter - Licensee IR 05000219/20132012013-01-31031 January 2013 Exelon Generation Co., LLC, U.S. Nuclear Regulatory Commission (NRC) Office of Investigations (01) Investigation; Summary of 01 Report No. 3-2010-034; NRC Inspection Report Conference Letter - Licensee IR 05000352/20132012013-01-31031 January 2013 Exelon Generation Co., LLC, U.S. Nuclear Regulatory Commission (NRC) Office of Investigations (01) Investigation; Summary of 01 Report No. 3-2010-034; NRC Inspection Report Conference Letter - Licensee IR 05000237/20132022013-01-31031 January 2013 Exelon Generation Co., LLC, U.S. Nuclear Regulatory Commission (NRC) Office of Investigations (01) Investigation; Summary of 01 Report No. 3-2010-034; NRC Inspection Report Conference Letter - Licensee LR-N12-0366, Attachment to LR-N12-0366 - Study Kld TR-499, Rev 0 - 10CFR 50.54 (8) Summary2012-11-28028 November 2012 Attachment to LR-N12-0366 - Study Kld TR-499, Rev 0 - 10CFR 50.54 (8) Summary ML13052A6752012-11-28028 November 2012 Attachment to LR-N12-0366 - Study Kld TR-499, Rev 0 - 10CFR 50.54 (8) Summary ML11203A0782011-07-13013 July 2011 Independent Spent Fuel Storage Installation, 10 CFR 72.212 Evaluation Report, Revision 6 LR-N11-0090, 2010 10 CFR 20.2206 Report - Apportion the 2010 Site Dose Between Salem and Hope Creek Stations2011-04-0808 April 2011 2010 10 CFR 20.2206 Report - Apportion the 2010 Site Dose Between Salem and Hope Creek Stations ML1029800892010-10-21021 October 2010 Steam Generator Tube Inspection Report- Twentieth Refueling Outage (1 R20) 2021-06-25
[Table view] |
Text
PSEG Nuclear LLC P.O. Box 236, Hancocks Bridge, NJ 08038-0236 10 CFR 50.4 LR-N16-0161 DEC 3 0 ?016 U.S. Nuclear Regulatory Commission ATTN: Document Control Desk Washington, DC 20555 Salem Generating Station, Units 1 and 2 Renewed Facility Operating License Nos. DPR-70 and DPR-75 NRC Docket Nos. 50-272 and 50-311
Subject:
Salem Generating Station's Flood Hazards Mitigating Strategies Assessment (MSA)
Report Submittal
References:
- 1. NRC Letter, "Request for Information Pursuant to Title 10 of the Code of Federal Regulations 50.54(f) Regarding Recommendations 2.1, 2.3, and 9.3, of the Near-Term Task Force Review of Insights from the Fukushima Dai-ichi Accident," dated March 12, 2012.
- 2. PSEG Letter LR-N14-0042, "PSEG Nuclear LLC's Response to Request for Information Regarding Flooding Aspects of Recommendation 2.1 of the Near-Term Task Force Review of Insights from the Fukushima Dai-ichi Accident- Salem Generating Station Flood Hazard Reevaluation," dated March 11,2014.
- 3. PSEG Letter LR-N14-0170, "PSEG Nuclear LLC's 30-day Response to Request for Additional Information Regarding Flooding Aspects of Recommendation 2.1 of the Near-Term Task Force Review of Insights from Fukushima Dai-Ichi Accident," dated July 28, 2014.
- 4. NRC Letter, "Nuclear Regulatory Commission Report for the Audit of PSEG Nuclear LLC's Flood Hazard Reevaluation Report Submittals Relating to the Near-Term Task Force Recommendation 2.1 - Flooding for Salem Nuclear Generating Station, Units 1 and 2 (CAC NOS. MF3790 and MF3791 )," dated January 8, 2016.
- 5. NRC Memorandum to COMSECY-14-0037, "Staff Requirements - COMSECY-14-0037
- Integration of Mitigating Strategies for Beyond-Design-Basis External Events and the Reevaluation of Flooding Hazards," dated March 30, 2015.
Page 2 10 CFR SO.4 LR-N16-0161
- 6. Nuclear Energy Institute (NEI), Report NEI 12-06, Revision 2, "Diverse and Flexible Coping Strategies (FLEX) Implementation Guide," dated December 201S.
- 7. NRC Interim Staff Guidance JLD-ISG-2012-01, Revision 1, "Compliance with Order EA-12-049, Order Modifying Licenses with Regard to Requirements for Mitigating Strategies for Beyond-Design-Basis External Events," dated January 22, 2016.
- 8. NRC Letter, "Salem Nuclear Generating Station, Units 1 and 2 Interim Staff Response to Reevaluated Flood Hazards Submitted in Response to 10 CFR SO.S4(f) Information Request - Flood-Causing Mechanism Reevaluation (TAC NOS. MF3790 and MF3791 ),"
dated September 10, 201S.
- 9. NRC Letter, "Supplemental Information Related to Request for Information Pursuant to Title 10 of the Code of Federal Regulations SO.S4(f) Regarding Flooding Hazard Reevaluations for Recommendation 2.1 of the Near-Term Task Force Review of Insights from the Fukushima Dai-ichi Accident," dated March 1, 2013.
- 10. PSEG Letter LR-N14-0207, "PSEG Nuclear LLC's 90-day Response to Request for Additional Information Regarding Flooding Aspects of Recommendation 2.1 of the Near-Term Task Force Review of Insights from the Fukushima Dai-ichi Accident," dated September 23, 2014.
- 11. PSEG Letter LR-N1S-01 01, "Salem Generating Station's Response to Request for Additional Information Regarding Flooding Aspects of Recommendation 2.1 of the Near-Term Task Force Review of Insights from the Fukushima Dai-ichi Accident," dated May 7, 201S.
- 12. NRC Letter, "Salem Nuclear Generating Station, Units 1 and 2 - Staff Assessment of Response to 10 CFR 50.S4(f) Information Request - Flood-Causing Mechanism Reevaluation (CAC NOS. MF3790 AND MF3791 )," dated October 7, 2016.
- 13. PSEG Letter LR-N12-0370, "Salem Generating Station Response to Recommendation 2.3: Flooding Walkdown of the Near-Term Task Force Review of Insights from the Fukushima Dai-ichi Accident," dated November 26,2012.
The purpose of this letter is to provide the Salem Generating Station (SGS) mitigating strategies assessment (MSA) for reevaluated external flood hazards.
On March 12, 2012, the NRC issued Reference 1 to request information associated with Near-Term Task Force (NTTF) Recommendation 2.1 for Flooding. One of the Required Responses in Reference 1 directed licensees to submit a Flood Hazard Reevaluation Report (FHRR). For SGS. PSEG submitted the FHRR on March 11, 2014 (Reference 2). The reevaluated flood hazard was further developed in response to requests for additional information and a regulatory audit (References 3, 4, 10 and 11). Per Reference 9, the NRC considers the reevaluated flood hazard to be "beyond the current designllicensing basis of operating plants."
Concurrent with the flood hazard reevaluation, SGS developed and implemented mitigating strategies in accordance with NRC Order EA-12-049, "Requirements for Mitigation Strategies for Beyond-Design-Basis External Events." In Reference S, the Commission affirmed that licensees need to assess their mitigating strategies for beyond-design-basis (BDB) external
Page 3 10 CFR 50.4 LR-N16-0161 events, including the reevaluated flood hazards. Guidance for performing mitigating strategies assessments (MSAs) is contained in Appendix G of Reference 6, endorsed by the NRC (with conditions) in Reference 7. For the purpose of the MSAs, the NRC has termed the reevaluated flood hazard, summarized in Reference 8, as the "Mitigating Strategies Flood Hazard Information" (MSFHI). Reference 6, Appendix G, describes the MSA for flooding as containing the following elements:
- Section G.2 - Characterization of the MSFHI
- Section G.3 - Comparison of the MSFHI and FLEX DB Flood
- Section G.4.1 - Assessment of Current FLEX Strategies (if necessary)
- Section G.4.2 - Assessment for Modifying FLEX Strategies (if necessary)
- Section G.4.3 - Assessment of Alternative Mitigating Strategies (if necessary)
- Section G.4.4 - Assessment of Targeted Hazard Mitigating Strategies (if necessary)
The following provides the MSA results for the Salem Generating Station.
Reference 6. Section G.2 - Characterization of the MSFH I Characterization of the Mitigating Strategies Flood Hazard Information (MSFHI) is summarized in Reference 8, the NRC's interim response to the flood hazard reevaluation submittal (Reference 2) and related correspondence (References 3, 4, 10 and 11). A more detailed description of the MSFHI, along with the basis for inputs, assumptions, methodologies, and models, is provided in the following references:
- Local Intense Precipitation (LIP): See Section 2.1 of Reference 2, Enclosure 1.
- Flooding in Streams and Rivers: See Section 2.2 of Reference 2, Enclosure 1.
- Dam Breaches and Failures: See Section 2.3 of Reference 2, Enclosure 1.
- Storm Surge: See Section 2.4 of Reference 2, Enclosure 1.
- Seiche: See Section 2.5 of Reference 2, Enclosure 1.
- Tsunami: See Section 2.6 of Reference 2, Enclosure 1.
- Ice-Induced Flooding: See Section 2.7 of Reference 2, Enclosure 1.
- Channel Migration or Diversion: See Section 2.8 of Reference 2, Enclosure 1.
- Combined Effects (including wind-waves and runup effects): See Section 2.9 of Reference 2, Enclosure 1.
- Other Associated Effects (Le., hydrodynamic loading, including debris; effects caused by sediment deposition and erosion; concurrent site conditions; and groundwater ingress): See Sections 2.10 and 3.10 of Reference 2, Enclosure 1.
- Flood Event Duration Parameters (Le. warning time, period of site preparation, period of inundation, and period of recession): See Section 2.10.6 of Reference 2, Enclosure 1.
As discussed in Reference 2, the flood hazard reevaluation showed that the Flooding in Streams and Rivers (including combined effects provided in NUREG/CR-7046, "Design-Basis Flood Estimation for Site Characterization at Nuclear Power Plants in the United States of America," Appendix H, H.1), Dam Breaches and Failures (including combined effects provided in NUREG/CR-7046, Appendix H, H.2), Seiche, Tsunami (including combined effects provided in NUREG/CR-7046, Appendix H, H.5), Ice-Induced Flooding, and Channel Migration or Diversion flood-causing mechanisms were either determined to be implausible or completely bounded by other mechanisms. Storm Surge (including combined effects provided in NUREG/CR-7046, Appendix H, H.3) is the primary flood-causing mechanism at Salem
Page 4 10 CFR 50.4 LR-N16-0161 Generating Station; however, the reevaluated flood hazard water surface elevation level (WSEL) remains bounded by the current design basis. LIP is the only flood hazard at SGS for which the reevaluated maximum water surface elevation (WSEL) exceeds its current design basis (COB) WSEL. Parameters for this flood-causing mechanism, including associated effects and flood event duration parameters, are described in detail in Reference 2 and summarized in to this letter.
In Reference 8, the NRC concluded that the "reevaluated flood hazards information, as summarilzed in Attachment 1, is suitable for the assessment of mitigating strategies developed in response to Order EA-12-049 for Salem." Table 2 of Reference 8 describes the reevaluated flood hazards that exceed the current design-basis for use in the MSA (i.e., LIP with associated effects and flood duration parameters).
As discussed in Reference 2, the reevaluated LIP event could produce flood levels that are above the watertight door thresholds, but significantly below the plants' flood-protected elevation of 115 ft. Public Service Datum (PSD); e.g., the maximum LIP flood level at critical door locations is 102 ft. PSD. Protection of safety related SSCs can be ensured by implementing operating procedure SC.OP-AB.ZZ-0001, "Adverse Environmental Conditions," which instructs operators to close all watertight doors. Following submittal of Reference 2, PSEG revised SC.OP-AB.ZZ-0001 to include actions to close watertight doors if the National Weather Service Probabilistic Quantitative Precipitation Forecast (PQPF) predicts Local Intense Precipitation (LI P) to exceed 6 inches over the next 24 hours2.777778e-4 days <br />0.00667 hours <br />3.968254e-5 weeks <br />9.132e-6 months <br />.
The process for closure of the March 12, 2012 Request for Information, Recommendation 2.1 :
Flooding has evolved with NRC and the industry reaching a common ground with the development of the MSA process, and subsequently with the issuance of NEI 16-05, "External Flooding Assessment Guidelines," as endorsed in Interim Staff Guidance JLD-ISG-2016-01, "Guidance for Activities Related to Near-Term Task Force Recommendation 2.1, Flooding Hazard Reevaluation; Focused Evaluation and Integrated Assessment." One area in the MSA process that is not clearly discussed pertains to flood mechanisms which exceed the current licensing basis for that mechanism and therefore are included in the MSFHI, but still have significant available physical margin (APM) to the plant's design basis flood protection level. In the case of SGS, the plant's design basis flood protection features are established to mitigate the effects of a hurricane storm surge event, with the flood protection elevation at approximately 115ft. PSD.
A LIP event alone cannot produce a water surface elevation across the site to challenge SGS's flood protection elevation. Only events where Delaware River water is pushed onto the site from a storm surge could challenge SGS's installed flood protection features' design elevation.
Due to the APM during a LIP event, an extended loss of AC power and loss of ultimate heat sink are not credible outcomes of a BDB LIP event. Therefore, SGS does not consider LIP an event that can challenge key safety functions, and only considers LIP flooding elevations and associated effects in the protection of FLEX connections and equipment during storage.
Reference 6, Section G.3 - Basis for Mitigating Strategies Assessment (FLEX Design Basis Comparison)
At Salem Generating Station, the FLEX design basis (FLEX DB) flood is primarily based on the plant's current design basis (COB) flood, but also incorporated aspects of the reevaluated flood hazard (i.e. MSFHI), including LIP, Flooding in Streams and Rivers, Dam Breaches and Failures, and Tsunami. The FLEX DB flood and associated mitigating strategies are bounded by
Page 5 10 CFR 50.4 LR-N16-0161 the Storm Surge event. LIP is the only flood hazard at SGS for which the reevaluated WSEL exceeds its COB WSEL; therefore, a comparison of the COB, FLEX DB, and MSFHI for LIP is provided in Attachment 1.
Comparison of the FLEX DB and reevaluated flood hazards (Le. MSFHI) shows that the FLEX DB flood bounds the MSFHI for all applicable flood-causing mechanisms, including associated effects and flood event duration parameters. Therefore, SGS considers the requirement to address the reevaluated flooding hazards within its BOB mitigating strategies as being satisfied with no further action required.
There are no regulatory commitments contained in this letter. If you have any questions or require additional information, please do not hesitate to contact Mr. Brian J. Thomas at 856-339-2022.
I declare under penalty of perjury that the foregoing is true and correct.
Executed on f l. I ~ 6 II' (Date)
Sincerely, Charles V. McFeaters Site Vice President Salem Generating Station : SGS FLEX DB and MSFHI- Flood Parameter Comparison Tables cc: Mr. Daniel Dorman, Administrator, Region I, NRC Mr. Patrick Finney, NRC Senior Resident Inspector, Salem Ms. Carleen J. Parker, Project Manager, NRC/NRRlDORL Mr. John Boska, Senior Project Manager, NRC/NRRlJLD Mr. Patrick Mulligan, Chief, NJBNE Mr. Thomas Cachaza, Salem Commitment Tracking Coordinator Mr. Lee Marabella, PSEG Corporate Commitment Coordinator
LR-N16-0161 ATTACHMENT 1 SGS FLEX DB AND MSFHI - FLOOD PARAMETER COMPARISON TABLES
LR-N16-0161 Table 1 - Local Intense Precipitation Flood Parameter Comparison Flood Scenario Parameter Plant's FLEX MSFHI Bounded Current Design (B) or Design Basis Not Basis Bounded (NB)
- 1. Max Stillwater Elevation (ft. NAVD88) Nil 12.2 12.2 B N/A N/A N/A N/A V)
'00 2. Max Wave Run-up Elevation (ft. NAVD88)
~~
(i5W 3. Max Hydrodynamic (lb/ft)/Debris Loading (Ib) Nil See note See note B
>'0 Q) Q)
--l ...... 4. Effects of Sediment Deposition/Erosion Nil See note See note B
'0 .~
o ()
o 0
- 5. Other associated effects (identify each effect) N/A N/A N/A N/A
_V)
LL~ 6. Concurrent Site Conditions Nil See note See note B
- 7. Effects on Groundwater Nil See note See note N/A c 8. Warning Time (hours) Nil See note See note N/A
-g~g 9 . Period of Site Preparation (hours) Nil See note See note N/A
.2>~
LLwB 10. Period of Inundation (hours) Nil 1 1 B
- 11. Period of Recession (hours) Nil <11 <11 B
- 12. Plant Mode of Operations Any Any Any B Other
- 13. Other Factors N/A N/A N/A N/A
=
N/A Not Applicable =
Nil Not Included NOTES CORRESPONDING TO TABLE 1 LINE ITEMS:
- 1. Elevation varies around the site; this elevation represents the maximum flood elevation at critical door locations. The LIP maximum stillwater elevation is also considered in siting the Outdoor FLEX Storage Areas, and protection of FLEX equipment and connections in the Salem Unit 2 Canyon Area.
=
NAVD88 North American Vertical Datum of 1988. 12.2 ft. NAVD88 is equivalent to 102.0 ft PSD.
- 2. Consideration of wind-wave action for the LIP event is not explicitly required by NUREG/CR-7046 and is judged to be a negligible because of limited fetch lengths and water depths.
- 3. The hydrodynamic and hydrostatic loads during a LIP are negligible compared to the design basis loads on SSC due to the Storm Surge event. The debris load for the LIP event is assumed to be negligible due to low flow velocity and water depths. The water depths around the buildings due to LIP are relatively shallow. Also, tie-downs for FLEX equipment at Outdoor FLEX Storage Areas consider the effects of water-induced drag loads.
- 4. The flow velocities due to the LIP event are determined to be below the suggested velocities (FHRR Reference 2.1-4) for the ground cover type (asphalt, concrete and gravel) at the plant area. Therefore, significant erosion is not expected for the LIP flood. Similarly, the relatively low velocities and flow depths are not expected to have the power to transport sediment and cause significant deposition during the LIP flood. Refer to FHRR Section 2.1.4.2 for further discussion.
- 5. N/A
- 6. High winds could be generated concurrent to a LIP event. However, manual actions are not required to protect the plant during LIP flooding so this concurrent condition is not applicable. Closure of watertight doors around the plant takes place prior to the onset of the LIP event.
- 7. Below grade structures at SGS are designed to mitigate the effects of the continuous presence of groundwater through the use of waterproofing and waterstops. Refer to FHRR Sections 2.10.5 and 3.10.5 for further discussion.
- 8. The reevaluated LIP event could produce flood levels that are above watertight door thresholds, but significantly below the plants flood protected elevation described in FHRR Section 1.5. Plant safety can be ensured by implementing operating procedure SC.OP-AB.ZZ-0001 , which instructs operators to close all watertight doors. PSEG updated SC.OP-AB.ZZ-0001 to include guidance on accessing the National Weather Service's Probabilistic Quantitative Precipitation Forecast (NWS PQPF). If the NWS PQPF predicts greater than 6 inches of rainfall in the next 24 hours2.777778e-4 days <br />0.00667 hours <br />3.968254e-5 weeks <br />9.132e-6 months <br />, operators are instructed to close the watertight doors.
1 of 2
LR-N16-0161
- 9. SSG's important to safety are currently protected by means of permanent/passive measures and permanent active features, i.e., watertight doors. Watertight door closure can be performed well within the warning time provided by the 24-hour PQPF trigger discussed above in Note 8, as shown by SGS operating experience (e.g., the flooding walkdown report in Reference 13 documents actual closure can be performed within the required period of time following exceedance of a high river water level trigger). Therefore, the period of site preparation can be performed given the warning time discussed above.
- 10. SSG's important to safety are currently protected by means of permanent measures. The LIP event is assumed to occur over a one hour period, then enter into a period of recession across the site.
- 11. Following a one hour LIP event, waters recede from critical door locations in approximately seven hours (See FHRR Table 2.1-3). FHRR Figure 2.1-9 shows the flood depths at 11 hours1.273148e-4 days <br />0.00306 hours <br />1.818783e-5 weeks <br />4.1855e-6 months <br /> after the one hour LIP event concludes. Minor standing water is around the site, but Outdoor FLEX Storage Areas are accessible and critical FLEX deployment routes are passable. SSG's important to safety are currently protected by means of permanent measures.
- 12. Protection against the LIP flood causing mechanism can be implemented in any operational mode.
- 13. N/A 2of2