ML15219A645

From kanterella
Jump to navigation Jump to search

Tables 1 and 2
ML15219A645
Person / Time
Site: Clinton 
Issue date: 09/03/2015
From:
NRC/NRO/DSEA/RHMB
To:
Chaput P
Shared Package
ML15230A012 List:
References
TAC MF3654
Download: ML15219A645 (4)


Text

Clinton 1 Table 1. Current Design Basis Flood Hazards for Use in the MSA Mechanism Stillwater Elevation Waves/

Runup Reference Design Basis Hazard Elevation Note: Reported values are rounded to the nearest one-tenth of a foot.

Local Intense Precipitation Local Intense Precipitation and Associated Drainage 736.8 ft MSL Not applicable 736.8 ft MSL FHRR Section 2.2.1 and Table 4.0.2 Failure of Dams and Onsite Water Control/Storage Structures No impact on the site identified No impact on the site identified No impact on the site identified FHRR Section 2.2.3 Streams and Rivers No impact on the site identified No impact on the site identified No impact on the site identified FHRR Section 2.2.2 Storm Surge Probable maximum flooding on cooling pond No impact on the site identified No impact on the site identified No impact on the site identified FHRR Section 2.2.5 Seiche No impact on the site identified No impact on the site identified No impact on the site identified FHRR Section 2.2.5 Tsunami No impact on the site identified No impact on the site identified No impact on the site identified FHRR Section 2.2.6 Ice-Induced Flooding No impact on the site identified No impact on the site identified No impact on the site identified FHRR Section 2.2.7 Channel Migrations/Diversions No impact on the site identified No impact on the site identified No impact on the site identified FHRR Section 2.2.8