ML15219A645: Difference between revisions

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| document type = Graphics incl Charts and Tables
| document type = Graphics incl Charts and Tables
| page count = 4
| page count = 4
| project = TAC:MF3654
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{{#Wiki_filter:Clinton 1Table 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.Local Intense PrecipitationLocal Intense Precipitation and Associated Drainage736.8 ft MSLNot applicable736.8 ft MSLFHRR Section 2.2.1 and Table 4.0.2Failure of Dams and Onsite Water Control/Storage StructuresFHRR Section 2.2.3Streams and RiversFHRR Section 2.2.2Storm SurgeProbable maximum flooding on cooling pondFHRR Section 2.2.5SeicheFHRR Section 2.2.5TsunamiFHRR Section 2.2.6Ice-Induced FloodingFHRR Section 2.2.7Channel Migrations/DiversionsFHRR Section 2.2.8
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Revision as of 17:51, 21 March 2018

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


Text

Clinton 1Table 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.Local Intense PrecipitationLocal Intense Precipitation and Associated Drainage736.8 ft MSLNot applicable736.8 ft MSLFHRR Section 2.2.1 and Table 4.0.2Failure of Dams and Onsite Water Control/Storage StructuresFHRR Section 2.2.3Streams and RiversFHRR Section 2.2.2Storm SurgeProbable maximum flooding on cooling pondFHRR Section 2.2.5SeicheFHRR Section 2.2.5TsunamiFHRR Section 2.2.6Ice-Induced FloodingFHRR Section 2.2.7Channel Migrations/DiversionsFHRR Section 2.2.8