ML15239B221: Difference between revisions

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| author name =  
| author name =  
| author affiliation = PPL Susquehanna, LLC
| author affiliation = PPL Susquehanna, LLC
| addressee name = Quinn-Willingham L M
| addressee name = Quinn-Willingham L
| addressee affiliation = NRC/NRO/DSEA/RHMB
| addressee affiliation = NRC/NRO/DSEA/RHMB
| docket = 05000387, 05000388
| docket = 05000387, 05000388
| license number =  
| license number =  
| contact person = Quinn-Willingham L M
| contact person = Quinn-Willingham L
| document type = Graphics incl Charts and Tables
| document type = Graphics incl Charts and Tables
| page count = 3
| page count = 3

Revision as of 19:20, 20 June 2019

Master Report - Tables 1 and 2
ML15239B221
Person / Time
Site: Susquehanna  Talen Energy icon.png
Issue date: 11/03/2015
From:
Susquehanna
To: Quinn-Willingham L
NRC/NRO/DSEA/RHMB
Quinn-Willingham L
References
Download: ML15239B221 (3)


Text

Susquehanna, Units 1 & 2Table 1. Current Design Basis Flood Hazards for Use in the MSAMechanismStillwater Elevation Waves/ RunupReferenceDesign Basis Hazard ElevationLocal Intense PrecipitationEngineered Safeguards Service Water (ESSW) Pumphouse (South side)694.8 ft MSL0.0 ft694.8 ft MSLLetter dated September 24, 2015 to the NRC, "Susquehanna Steam Electric Station Flood Hazards Reevaluation Report Information to Support Audit", ADAMS Accession No. ML15267A600.ESSW Pumphouse Valve Chamber697.3 ft MSL0.0 ft697.3 ft MSLEmail dated October 2, 2015 to the NRC, "Susquehanna: Follow-on Audit Question", ADAMS Accession No. ML15288A563.Common Diesel Generator Building679.0 ft MSL0.0 ft679.0 ft MSLLetter dated September 24, 2015 to the NRC, "Susquehanna Steam Electric Station Flood Hazards Reevaluation Report Information to Support Audit", ADAMS Accession No. ML15267A600.Unit 1 Reactor Building672.0 ft MSL0.0 ft672.0 ft MSLLetter dated September 24, 2015 to the NRC, "Susquehanna Steam Electric Station Flood Hazards Reevaluation Report Information to Support Audit", ADAMS Accession No. ML15267A600.Unit 2 Reactor Building672.0 ft MSL0.0 ft672.0 ft MSLLetter dated September 24, 2015 to the NRC, "Susquehanna Steam Electric Station Flood Hazards Reevaluation Report Information to Support Audit", ADAMS Accession No. ML15267A600.Common Diesel 'E' Building678.0 ft MSL:0.0 ft678.0 ft MSL:Letter dated September 24, 2015 to the NRC, "Susquehanna Steam Electric Station Flood Hazards Reevaluation Report Information to Support Audit", ADAMS Accession No. ML15267A600.

Susquehanna, Units 1 & 2Table 1. Current Design Basis Flood Hazards for Use in the MSAMechanismStillwater Elevation Waves/ RunupReferenceDesign Basis Hazard ElevationSpray Pond682.4 ft MSL2.4 ft684.8 ft MSLFSAR Table 4-3Failure of Dams and Onsite Water Control/Storage StructuresOffsite Dam FailureNo Impact on the Site IdentifiedNo Impact on the Site IdentifiedNo Impact on the Site IdentifiedFHRR Section 2.2.3 and Section 2.2.3 & 2.2.7Cooling Tower Basin Rupture694.8 ft MSLNot applicable694.8 ft MSLLetter dated September 24, 2015 to the NRC, "Susquehanna Steam Electric Station Flood Hazards Reevaluation Report Information to Support Audit", ADAMS Accession No. ML15267A600.Streams and RiversSusquehanna River545.7 ft MSL2.3 ft548.0 ft MSLFHRR Section 2.2.2Storm SurgeNo Impact on the Site IdentifiedNo Impact on the Site IdentifiedNo Impact on the Site IdentifiedFHRR Section 2.2.4SeicheNo Impact on the Site IdentifiedNo Impact on the Site IdentifiedNo Impact on the Site IdentifiedFHRR Section 2.2.4TsunamiNo Impact on the Site IdentifiedNo Impact on the Site IdentifiedNo Impact on the Site IdentifiedFHRR Section 2.2.4Ice-Induced FloodingNo Impact on the Site IdentifiedNo Impact on the Site IdentifiedNo Impact on the Site IdentifiedFHRR Section 2.2.5 Susquehanna, Units 1 & 2Table 1. Current Design Basis Flood Hazards for Use in the MSAMechanismStillwater Elevation Waves/ RunupReferenceDesign Basis Hazard ElevationNote 1: Reported values are rounded to the nearest one-tenth of a foot.Channel Migrations/DiversionsNo Impact on the SIte IdentifiedNo Impact on the Site IdentifiedNo Impact on the Site IdentifiedFHRR Section 2.2.6