ML15229A023: Difference between revisions

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| number = ML15229A023
| number = ML15229A023
| issue date = 08/13/2015
| issue date = 08/13/2015
| title = FitzPatrick Tables 1 and 2
| title = Tables 1 and 2
| author name = Hibler L F
| author name = Hibler L
| author affiliation = NRC/NRO/DSEA/RHMB
| author affiliation = NRC/NRO/DSEA/RHMB
| addressee name =  
| addressee name =  
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=Text=
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{{#Wiki_filter:FitzPatrickTable 1. Current Design Basis Flood Hazards for Use in the MSAMechanismStillwater Elevation Waves/ RunupReferenceDesign Basis Hazard ElevationLocal Intense PrecipitationNot included in DBNot included in DBNot included in DBFHHR Table 4-1Failure of Dams and Onsite Water Control/Storage StructuresNot included in DBNot included in DBNot included in DBFHRR Table 4-1Streams and RiversNot included in DBNot included in DBNot included in DBFHRR Table 4-1Storm SurgeStorm Surge254.1 ft USLS357.9 ft262 ft USLS35FHRR Table 4-1Storm Surge at Screenwell254.0 ft USLS351.0 ft255 ft USLS35FHRR Table 4-1SeicheNot included in DBNot included in DBNot included in DBFHRR Table 4-1TsunamiNot included in DBNot included in DBNot included in DBFHRR Table 4-1Ice-Induced FloodingNot included in DBNot included in DBNot included in DBFHRR Table 4-1 FitzPatrickTable 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.Channel Migrations/DiversionsNot included in DBNot included in DBNot included in DBFHRR Table 4-1 FitzPatrickTable 2. Reevaluated Flood Hazards for Flood-Causing Mechanisms for Use in the MSAMechanismStillwater Elevation Waves/ RunupReevaluated Hazard ElevationReferenceNote 2: Reevaluated hazard mechanisms bounded by the current design basis (see Table 1) are not included in this table.Note 3: Reported values are rounded to the nearest one-tenth of a foot.Local Intense Precipitation272.8 ft USLS35Minimal272.8 ft USLS35FHRR Table 4-1 and FHRR Appendix AStreams and Rivers272.8 ft USLS35Not applicable272.8 ft USLS35FHRR Table 4-4Unnamed StreamStorm Surge252.8 ft USLS3515.2 ft268.0 ft USLS35FHRR Sect 3.4.3 & Table 4-1FHRR Table 4-1PMSS + PMP + WavesNote 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.}}
{{#Wiki_filter:FitzPatrick Table 1. Current Design Basis Flood Hazards for Use in the MSA Mechanism              Stillwater    Waves/         Design Basis       Reference Elevation    Runup              Hazard Elevation Local Intense Precipitation Not included Not included      Not included    FHHR Table 4-1 in DB      in DB              in DB Streams and Rivers Not included Not included      Not included     FHRR Table 4-1 in DB      in DB              in DB Failure of Dams and Onsite Water Control/Storage Structures Not included Not included     Not included     FHRR Table 4-1 in DB      in DB              in DB Storm Surge Storm Surge                        254.1 ft     7.9 ft           262 ft      FHRR Table 4-1 USLS35                          USLS35 Storm Surge at Screenwell          254.0 ft     1.0 ft           255 ft      FHRR Table 4-1 USLS35                          USLS35 Seiche Not included Not included     Not included     FHRR Table 4-1 in DB      in DB              in DB Tsunami Not included Not included     Not included     FHRR Table 4-1 in DB      in DB              in DB Ice-Induced Flooding Not included Not included     Not included     FHRR Table 4-1 in DB      in DB              in DB
 
FitzPatrick Table 1. Current Design Basis Flood Hazards for Use in the MSA Mechanism                Stillwater      Waves/         Design Basis   Reference Elevation        Runup            Hazard Elevation Channel Migrations/Diversions Not included  Not included      Not included FHRR Table 4-1 in DB          in DB            in DB Note: Reported values are rounded to the nearest one-tenth of a foot.
 
FitzPatrick Table 2. Reevaluated Flood Hazards for Flood-Causing Mechanisms for Use in the MSA Mechanism                Stillwater        Waves/         Reevaluated                Reference Elevation        Runup            Hazard Elevation Local Intense Precipitation 272.8 ft         Minimal          272.8 ft       FHRR Table 4-1 and FHRR USLS35                            USLS35                  Appendix A Streams and Rivers Unnamed Stream                        272.8 ft           Not          272.8 ft             FHRR Table 4-4 USLS35          applicable        USLS35 Storm Surge PMSS + PMP + Waves                    252.8 ft         15.2 ft        268.0 ft       FHRR Sect 3.4.3 & Table 4-1 USLS35                            USLS35 FHRR Table 4-1 Note 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.
Note 2: Reevaluated hazard mechanisms bounded by the current design basis (see Table 1) are not included in this table.
Note 3: Reported values are rounded to the nearest one-tenth of a foot.}}

Latest revision as of 07:51, 31 October 2019

Tables 1 and 2
ML15229A023
Person / Time
Site: FitzPatrick Constellation icon.png
Issue date: 08/13/2015
From: Lyle Hibler
NRC/NRO/DSEA/RHMB
To:
Hibler L
References
Download: ML15229A023 (3)
v • d • e


Text

FitzPatrick Table 1. Current Design Basis Flood Hazards for Use in the MSA Mechanism Stillwater Waves/ Design Basis Reference Elevation Runup Hazard Elevation Local Intense Precipitation Not included Not included Not included FHHR Table 4-1 in DB in DB in DB Streams and Rivers Not included Not included Not included FHRR Table 4-1 in DB in DB in DB Failure of Dams and Onsite Water Control/Storage Structures Not included Not included Not included FHRR Table 4-1 in DB in DB in DB Storm Surge Storm Surge 254.1 ft 7.9 ft 262 ft FHRR Table 4-1 USLS35 USLS35 Storm Surge at Screenwell 254.0 ft 1.0 ft 255 ft FHRR Table 4-1 USLS35 USLS35 Seiche Not included Not included Not included FHRR Table 4-1 in DB in DB in DB Tsunami Not included Not included Not included FHRR Table 4-1 in DB in DB in DB Ice-Induced Flooding Not included Not included Not included FHRR Table 4-1 in DB in DB in DB

FitzPatrick Table 1. Current Design Basis Flood Hazards for Use in the MSA Mechanism Stillwater Waves/ Design Basis Reference Elevation Runup Hazard Elevation Channel Migrations/Diversions Not included Not included Not included FHRR Table 4-1 in DB in DB in DB Note: Reported values are rounded to the nearest one-tenth of a foot.

FitzPatrick Table 2. Reevaluated Flood Hazards for Flood-Causing Mechanisms for Use in the MSA Mechanism Stillwater Waves/ Reevaluated Reference Elevation Runup Hazard Elevation Local Intense Precipitation 272.8 ft Minimal 272.8 ft FHRR Table 4-1 and FHRR USLS35 USLS35 Appendix A Streams and Rivers Unnamed Stream 272.8 ft Not 272.8 ft FHRR Table 4-4 USLS35 applicable USLS35 Storm Surge PMSS + PMP + Waves 252.8 ft 15.2 ft 268.0 ft FHRR Sect 3.4.3 & Table 4-1 USLS35 USLS35 FHRR Table 4-1 Note 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.

Note 2: Reevaluated hazard mechanisms bounded by the current design basis (see Table 1) are not included in this table.

Note 3: Reported values are rounded to the nearest one-tenth of a foot.

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