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Category:Graphics incl Charts and Tables
MONTHYEARML23249A2632023-09-0606 September 2023 Attachment 1: PSEG Site Hourly Meteorological Data (2019 - 2021), Salem/Hope Creek Finalized Hourly Meteorological Data 2019 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 ML23249A2662023-09-0606 September 2023 Attachment 2: Salem Pavan Input File ML23249A2672023-09-0606 September 2023 Attachment 3: Salem Pavan Output File ML23249A2682023-09-0606 September 2023 Attachment 4: Hope Creek Pavan Input File LR-N23-0050, Attachment 5: Hope Creek Pavan Output File2023-09-0606 September 2023 Attachment 5: Hope Creek Pavan Output File LR-N16-0112, Flood Hazards Mitigating Strategies Assessment (MSA) Report Submittal2016-12-29029 December 2016 Flood Hazards Mitigating Strategies Assessment (MSA) Report Submittal ML16320A4842016-11-15015 November 2016 Public Telecon Regarding LAR to Upgrade Power Range Neutron Monitoring System (Meeting Handout) ML16231A1102016-08-16016 August 2016 Updated Issues List for 08/16/2016 Public Telecon Regarding LAR to Upgrade Power Range Neutron Monitoring System Meeting Handout ML16116A2352016-03-15015 March 2016 Meeting Summary for Public Teleconference Between PSEG LLC and the Nuclear Regulatory Commission, Hope Creek Generating Station - Power Range Neutron Monitoring System Digital Upgrade LAR HCGS Numac Upgrade - Open Item DOC-0006-2118 Ri 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 ML15238B6552015-09-10010 September 2015 Interim Staff Response to Reevaluated Flood Hazards Submitted in Response to 10 CFR 50.54(f) Information Request - Flood-Causing Mechanism Reevaluation ML15243A5022015-09-10010 September 2015 Interim Letter Tables 1 and 2 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 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 ML11181A1872011-06-29029 June 2011 Attendance Sheet for 06/29/2011 Public Meeting to Discuss Observations and Lessons Learned of the Pilot Application of the Nuclear Energy Institute'S 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 ML0715002022007-05-29029 May 2007 U.S. Census Bureau Minority Data for Hope Creek Generating Station EPU ML0620201752006-07-17017 July 2006 NRC Inspection Findings ML0606600642006-02-0707 February 2006 SCWE Followup Practices - Development Timeline LR-N06-0046, PSEG Metrics for Improving Work Environment, Salem and Hope Creek, Quarterly Report2006-01-31031 January 2006 PSEG Metrics for Improving Work Environment, Salem and Hope Creek, Quarterly Report ML0509801732005-04-0505 April 2005 PSEG Nuclear LLC Hope Creek Station B-Reactor Recirculation Decontamination Connection Leak Cause Determination Report Notification No. 20230319, Event Date: March 27. 2005 ML0509801992005-04-0202 April 2005 Decontamination Port, Reactor Recirc Vibration Data Analysis ML0509801312005-04-0101 April 2005 Decontamination Port, Natural Frequency of Loop B Port ML0509801122005-04-0101 April 2005 Decontamination Port, Harmonic Stress Analysis of Loop B Port ML0521403342005-03-0909 March 2005 RIC 2005 Presentation - B3 - Michael Brothers - Objective Measures of Safety Culture ML0501202612005-01-12012 January 2005 December Monthly Report on the Status of Open TIAs Assigned to NRR ML0500600222004-12-30030 December 2004 'B' Recirculation Pump Stuffing Box Measurements Summary ML0500602562004-12-30030 December 2004 'B' Reactor Recirculation Pump Vibration Troubleshooting Summary ML0500501112004-12-12012 December 2004 H-1-FD-CEE-1879, Hope Creek HPCI Exhaust Piping Supports Analysis Reported Damage in RF12. ML0500603842004-09-0707 September 2004 C-0031 Piping Code Compliance, 9/7/2004 ML0524904612004-08-10010 August 2004 Open Branch 3 Allegation Status Summary ML0622103332004-03-0303 March 2004 Regulatory Activity Schedule ML0500600411995-12-26026 December 1995 H-1-BB-MEE-1050 Hope Creek Recirculation System Large Bore Pipe Cracking Resolution, 12/26/1995 2023-09-06
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Hope Creek, Unit 1 Table 1. Current Design Basis Flood Hazards for Use in the MSA Mechanism Stillwater Waves/ Design Basis Reference Elevation Runup Hazard Elevation Local Intense Precipitation 12.1 ft Minimal 12.1 ft FHRR Table 3-1 NAVD88 NAVD88 Streams and Rivers Powerblock/Service Water Intake 7.5 ft 12.5 ft 20.0 ft FHRR Section 1.2.2 Structure NAVD88 NAVD88 Failure of Dams and Onsite Water Control/Storage Structures Multiple Failures of Connonsville, 12.7 ft 12.8 ft 25.5 ft FHRR Section 1.2.3 Pepacton and Tocks Island Dams NAVD88 NAVD88 Storm Surge Powerblock A 24.0 ft 6.2 ft 30.2 ft FHRR Table 3-1 NAVD88 NAVD88 Powerblock B 24.0 ft 10.6 ft 34.6 ft FHRR Section 1.2.4 NAVD88 NAVD88 Service Water Intake Structure 24.0 ft 20.6 ft 44.6 ft FHRR Section 1.2.4 NAVD88 NAVD88 Seiche No Impact No Impact No Impact FHRR Section 1.2.5 on the Site on the Site on the Site Identified Identified Identified Tsunami 5.2 ft 12.1 ft 17.3 ft FHRR Section 1.2.6 NAVD88 NAVD88 Ice-Induced Flooding No Impact No Impact No Impact FHRR Section 1.2.7 on the Site on the Site on the Site Identified Identified Identified
Hope Creek, Unit 1 Table 1. Current Design Basis Flood Hazards for Use in the MSA Mechanism Stillwater Waves/ Design Basis Reference Elevation Runup Hazard Elevation Channel Migrations/Diversions No Impact No Impact No Impact FHRR Section 1.2.8 on the Site on the Site on the Site Identified Identified Identified Note 1: Reported values are rounded to the nearest one-tenth of a foot.
Note 2: Based on the NRC staffs independent (deterministic) hazard assessment using present-day regulatory guidance and methodologies of storm surge, the staff concludes that the sites current design basis remains bounded. For this reason, the staff concludes it is appropriate to utilize the current design basis storm surge elevation in conjunction with the mitigating strategies assessment.
Hope Creek, Unit 1 Table 2. Reevaluated Flood Hazards for Flood-Causing Mechanisms for Use in the MSA Mechanism Stillwater Waves/ Reevaluated Reference Elevation Runup Hazard Elevation Local Intense Precipitation 12.8 ft Minimal 12.8 ft FHRR Section 3.1 NAVD88 NAVD88 Note 1: The licensee is expected to develop flood event duration parameters and applicable flood associated effects to conduct the MSA. The staff will evaluate the flood event duration parameters (including warning time and period of inundation) and flood associated effects during its review of the MSA.
Note 2: Reevaluated hazard mechanisms bounded by the current design basis (see Table 1) are not included in this table.
Note 3: Reported values are rounded to the nearest one-tenth of a foot.