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| | number = ML15243A447 | | | number = ML15243A447 |
| | issue date = 09/10/2015 | | | issue date = 09/10/2015 |
| | title = Salem Master Report - Tables 1 and 2 | | | title = Master Report - Tables 1 and 2 |
| | author name = Quinn-Willingham L M | | | author name = Quinn-Willingham L |
| | author affiliation = NRC/NRO/DSEA/RHMB | | | author affiliation = NRC/NRO/DSEA/RHMB |
| | addressee name = | | | addressee name = |
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| | docket = 05000272, 05000311 | | | docket = 05000272, 05000311 |
| | license number = | | | license number = |
| | contact person = Quinn-Willingham L M | | | contact person = Quinn-Willingham L |
| | case reference number = TAC MF3790, TAC MF3791 | | | case reference number = TAC MF3790, TAC MF3791 |
| | package number = ML15244B266 | | | package number = ML15244B266 |
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| {{#Wiki_filter:Salem, Units 1 and 2Table 1. Current Design Basis Flood Hazards for Use in the MSAMechanismStillwater Elevation Waves/ RunupReferenceDesign Basis Hazard ElevationLocal Intense PrecipitationNot included in DBNot included in DBNot included in DBFHRR Section 1.2.1Failure of Dams and Onsite Water Control/Storage StructuresNot included in DBNot included in DBNot included in DBFHRR Section 1.2.3Streams and RiversNot included in DBNot included in DBNot included in DBFHRR Section 1.2.2Storm SurgeAuxiliary Building24.0 ft NAVD886.6 ft30.6 ft NAVD88FHRR Section 1.2.4Service Water Intake Structure24.0 ft NAVD8813.5 ft37.5 ft NAVD88FHRR Section 1.2.4 and Table 3-1SeicheNo Impact on the Site IdentifiedNo Impact on the Site IdentifiedNo Impact on the Site IdentifiedFHRR Section 1.2.5TsunamiNo Impact on the Site IdentifiedNo Impact on the Site IdentifiedNo Impact on the Site IdentifiedFHRR Section 1.2.6Ice-Induced FloodingNo Impact on the Site IdentifiedNo Impact on the Site IdentifiedNo Impact on the Site IdentifiedFHRR Section 1.2.7 Salem, Units 1 and 2Table 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.Channel Migrations/DiversionsNo Impact on the SteIdentifiedNo Impact on the Site IdentifiedNo Impact on the Site IdentifiedFHRR Section 1.2.8 Salem, Units 1 and 2Table 2. Reevaluated Flood Hazards for Flood-Causing Mechanisms for Use in the MSAMechanismStillwater Elevation Waves/ RunupReevaluated Hazard ElevationReferenceNote 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.Local Intense Precipitation12.2 ft NAVD88Minimal12.2 ft NAVD88FHRR Section 3.1Note 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. | | {{#Wiki_filter:Salem, Units 1 and 2 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 Not included Not included Not included FHRR Section 1.2.1 in DB in DB in DB Streams and Rivers Not included Not included Not included FHRR Section 1.2.2 in DB in DB in DB Failure of Dams and Onsite Water Control/Storage Structures Not included Not included Not included FHRR Section 1.2.3 in DB in DB in DB Storm Surge Auxiliary Building 24.0 ft 6.6 ft 30.6 ft FHRR Section 1.2.4 NAVD88 NAVD88 Service Water Intake Structure 24.0 ft 13.5 ft 37.5 ft FHRR Section 1.2.4 and Table 3-1 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 No Impact No Impact No Impact FHRR Section 1.2.6 on the Site on the Site on the Site Identified Identified Identified 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 |
| }} | | |
| | Salem, Units 1 and 2 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. |
| | |
| | Salem, Units 1 and 2 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 12.2 ft Minimal 12.2 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.}} |
Letter Sequence Other |
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MONTHYEARML14071A4012014-03-11011 March 2014
PSEG Nuclear Llc'S Response to Request for Information Regarding Flooding Aspects of Recommendation 2.1 of Near-Term Task Force Review of Insights from the Fukushima Dai-ichi Accident - Generating Station Flood Hazard Reevaluation
Project stage: Request
ML14168A2422014-06-28028 June 2014
Request for Additional Information Regarding Flooding Hazard Reevaluation
Project stage: RAI
ML15146A2202015-06-0101 June 2015
Nuclear Regulatory Commission Plan for the Audit of PSEG Nuclear Llc'S Flood Hazard Reevaluation Report Submittal Relating to the Near-Term Task Force Recommendation 2.1-Flooding for Salem Nuclear Generating Station, Units 1 and 2
Project stage: Other
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
Project stage: Other
ML15243A4472015-09-10010 September 2015
Master Report - Tables 1 and 2
Project stage: Other
2014-06-28
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[Table view] |
Text
Salem, Units 1 and 2 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 Not included Not included Not included FHRR Section 1.2.1 in DB in DB in DB Streams and Rivers Not included Not included Not included FHRR Section 1.2.2 in DB in DB in DB Failure of Dams and Onsite Water Control/Storage Structures Not included Not included Not included FHRR Section 1.2.3 in DB in DB in DB Storm Surge Auxiliary Building 24.0 ft 6.6 ft 30.6 ft FHRR Section 1.2.4 NAVD88 NAVD88 Service Water Intake Structure 24.0 ft 13.5 ft 37.5 ft FHRR Section 1.2.4 and Table 3-1 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 No Impact No Impact No Impact FHRR Section 1.2.6 on the Site on the Site on the Site Identified Identified Identified 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
Salem, Units 1 and 2 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.
Salem, Units 1 and 2 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 12.2 ft Minimal 12.2 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.
