ML16245A720

From kanterella
Revision as of 06:17, 8 July 2018 by StriderTol (talk | contribs) (Created page by program invented by StriderTol)
Jump to navigation Jump to search

Monticello MSFHI Tables Final 8-31-2016
ML16245A720
Person / Time
Site: Monticello Xcel Energy icon.png
Issue date: 09/16/2016
From: Rivera-Lugo R F
NRC/NRO/DSEA/RHMB
To:
Rivera-Lugo R F
Shared Package
ML16248A004 List:
References
CAC MF7712
Download: ML16245A720 (2)


Text

Monticello Nuclear Generating Plant, Unit 1Table 1. Current Design Basis Flood Hazards for Use in the MSA MechanismStillwater Elevation Waves/ RunupReference Design Basis Hazard Elevation Note 1: Reported values are rounded to the nearest one-t enth of a foot.

Local Intense PrecipitationNot included in DBNot included in DBNot included in DBFHRR Section 1.5, 2.1.3 & Table 5Failure of Dams and Onsite Water Control/Storage StructuresNot included in DBNot included in DBNot included in DBFHRR Section 1.5Streams and RiversMississippi River Probable Maximum Precipitation939.2 ft NGVD29 Not applicable939.2 ft NGVD29FHRR Section 1.5.1Storm SurgeNot included in DBNot included in DBNot included in DBFHRR Section 1.5 SeicheNot included in DBNot included in DBNot included in DBFHRR Section 1.5 TsunamiNot included in DBNot included in DBNot included in DBFHRR Section 1.5Ice-Induced FloodingNo Impact on the Site IdentifiedNo Impact on the Site IdentifiedNo Impact on the Site IdentifiedFHRR Section 1.5.2Channel Migrations/DiversionsNot included in DBNot included in DBNot included in DBFHRR Section 1.5 Monticello Nuclear Generating Plant, Unit 1 Table 2. Reevaluated Flood Hazards for Flood-Causing Mechanisms for Use in the MSA MechanismStillwater Elevation Waves/ RunupReevaluated Hazard Elevation Reference Note 2: Reevaluated hazard mechanisms bounded by the current design basis (see Table 1) are not included in this tableNote 3: Reported values are rounded to the nearest one-tenth of a foot.Local Intense Precipitation935.8 ft NGVD29 Minimal935.8 ft NGVD29FHRR Section 2.1.2 & Tables 5 and 6Note 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.