ML15243A502: Difference between revisions

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| issue date = 09/10/2015
| issue date = 09/10/2015
| title = Interim Letter Tables 1 and 2
| title = Interim Letter 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 = 05000354
| docket = 05000354
| license number =  
| license number =  
| contact person = Quinn-Willingham L M
| contact person = Quinn-Willingham L
| package number = ML15238B660
| package number = ML15238B660
| document type = Graphics incl Charts and Tables
| document type = Graphics incl Charts and Tables

Revision as of 19:11, 20 June 2019

Interim Letter Tables 1 and 2
ML15243A502
Person / Time
Site: Hope Creek PSEG icon.png
Issue date: 09/10/2015
From: Quinn-Willingham L
NRC/NRO/DSEA/RHMB
To:
Quinn-Willingham L
Shared Package
ML15238B660 List:
References
Download: ML15243A502 (3)


Text

Hope Creek, Unit 1Table 1. Current Design Basis Flood Hazards for Use in the MSAMechanismStillwater Elevation Waves/ RunupReferenceDesign Basis Hazard ElevationLocal Intense PrecipitationFailure of Dams and Onsite Water Control/Storage StructuresStreams and RiversStorm SurgeSeicheTsunamiIce-Induced Flooding Hope Creek, Unit 1Table 1. Current Design Basis Flood Hazards for Use in the MSAMechanismStillwater Elevation Waves/ RunupReferenceDesign Basis Hazard ElevationChannel Migrations/Diversions Hope Creek, Unit 1Table 2. Reevaluated Flood Hazards for Flood-Causing Mechanisms for Use in the MSAMechanismStillwater Elevation Waves/ RunupReevaluated Hazard ElevationReferenceLocal Intense Precipitation