ML16084A610: Difference between revisions
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| issue date = 03/30/2016 | | issue date = 03/30/2016 | ||
| title = MSFHI Tables 1&2 Final 3-24-2016 | | title = MSFHI Tables 1&2 Final 3-24-2016 | ||
| author name = Rivera-Lugo R | | author name = Rivera-Lugo R | ||
| author affiliation = NRC/NRO/DSEA/RHMB | | author affiliation = NRC/NRO/DSEA/RHMB | ||
| addressee name = | | addressee name = | ||
| Line 9: | Line 9: | ||
| docket = 05000275, 05000323 | | docket = 05000275, 05000323 | ||
| license number = | | license number = | ||
| contact person = Rivera-Lugo R | | contact person = Rivera-Lugo R | ||
| package number = ML16083A552 | | package number = ML16083A552 | ||
| document type = - No Document Type Applies | | document type = - No Document Type Applies | ||
Revision as of 06:55, 20 June 2019
| ML16084A610 | |
| Person / Time | |
|---|---|
| Site: | Diablo Canyon  |
| Issue date: | 03/30/2016 |
| From: | Richard Rivera-Lugo NRC/NRO/DSEA/RHMB |
| To: | |
| Rivera-Lugo R | |
| Shared Package | |
| ML16083A552 | List: |
| References | |
| Download: ML16084A610 (6) | |
Text
Diablo Canyon Nuclear Power Plant, Units 1 & 2Table 1. Current Design Basis Flood Hazards for Use in the MSA MechanismStillwater Elevation Waves/ Runup Reference Design Basis Hazard Elevation Local Intense Precipitation No Impact on the Site IdentifiedNo Impact on the Site IdentifiedNo Impact on the Site IdentifiedFHRR Section 2.3.2.1Failure of Dams and Onsite Water Control/Storage Structures No Impact on the Site IdentifiedNo Impact on the Site IdentifiedNo Impact on the Site IdentifiedFHRR Section 2.3.2.3Streams and Rivers Diablo Creek 81.9 ft. NAVD88 Not applicable 81.9 ft. NAVD88FHRR Section 2.3.2.2Storm Surge Storm Surge No Impact on the Site IdentifiedNo Impact on the Site IdentifiedNo Impact on the Site IdentifiedFHRR Section 2.3.2.4 SeicheNo Impact on the Site IdentifiedNo Impact on the Site IdentifiedNo Impact on the Site IdentifiedFHRR Section 2.3.2.5 TsunamiDistantly-Generated Tsunamis 20.0 ft. NAVD88 10.3 ft 30.3 ft. NAVD88 FHRR Section 2.3.2.6.1FHRR Section 2.3.2.13Near-Shore Tsunamis 9.2 ft. NAVD88 25.7 ft 34.9 ft. NAVD88 FHRR Section 2.3.2.6.2FHRR Section 2.3.2.13Ice-Induced FloodingNot included in DBNot included in DBNot included in DBFHRR Section 2.3.2.7 Diablo Canyon Nuclear Power Plant, Units 1 & 2 Table 1. Current Design Basis Flood Hazards for Use in the MSA MechanismStillwater Elevation Waves/ Runup Reference Design Basis Hazard ElevationNote 1: Reported values are rounded to the nearest one-tenth of a foot.Channel Migrations/Diversions Not included in DB Not included in DB Not included in DBFHRR Section 2.3.2.8 Diablo Canyon Nuclear Power Plant, Units 1 & 2 Table 2. Reevaluated Flood Hazards for Flood-Causing Mechanisms for Use in the MSA MechanismStillwater Elevation Waves/ RunupReevaluated Hazard Elevation ReferenceLocal Intense Precipitation87.4 ft. NAVD88 Minimal87.4 ft. NAVD88FHRR Enclosure 1 Table 3-5Door/Unit No. A2.1 87.4 ft. NAVD88Minimal 87.4 ft. NAVD88FHRR Enclosure 1 Table 3-5Door/Unit No. BU10287.3 ft. NAVD88 Minimal87.3 ft. NAVD88FHRR Enclosure 1 Table 3-5Door/Unit No. BU10387.4 ft. NAVD88 Minimal87.4 ft. NAVD88FHRR Enclosure 1 Table 3-5Door/Unit No. A3.1 87.4 ft. NAVD88Minimal 87.4 ft. NAVD88FHRR Enclosure 1 Table 3-5Door/Unit No.
A3.287.3 ft. NAVD88 Minimal87.3 ft. NAVD88FHRR Enclosure 1 Table 3-5Door/Unit No. A3.387.3 ft. NAVD88 Minimal87.3 ft. NAVD88FHRR Enclosure 1 Table 3-5Door/Unit No. BU104/587.7 ft. NAVD88 Minimal87.7 ft. NAVD88FHRR Enclosure 1 Table 3-5Door/Unit No.
101-187.7 ft. NAVD88 Minimal87.7 ft. NAVD88FHRR Enclosure 1 Table 3-5Door/Unit No.
102-1 87.9 ft. NAVD88Minimal 87.9 ft. NAVD88FHRR Enclosure 1 Table 3-5Door/Unit No. 119-188.1 ft. NAVD88 Minimal88.1 ft. NAVD88FHRR Enclosure 1 Table 3-5Door/Unit No.
122-1 Diablo Canyon Nuclear Power Plant, Units 1 & 2 Table 2. Reevaluated Flood Hazards for Flood-Causing Mechanisms for Use in the MSA MechanismStillwater Elevation Waves/ RunupReevaluated Hazard Elevation Reference87.6 ft. NAVD88 Minimal87.6 ft. NAVD88FHRR Enclosure 1 Table 3-5Door/Unit No.
C1.1 87.6 ft. NAVD88Minimal 87.6 ft. NAVD88FHRR Enclosure 1 Table 3-5Door/Unit No.
12987.5 ft. NAVD88 Minimal87.5 ft. NAVD88FHRR Enclosure 1 Table 3-5Door/Unit No.
13087.7 ft. NAVD88 Minimal87.7 ft. NAVD88FHRR Enclosure 1 Table 3-5Door/Unit No.
C1.2 87.3 ft. NAVD88Minimal 87.3 ft. NAVD88FHRR Enclosure 1 Table 3-5Door/Unit No.
BU108-287.3 ft. NAVD88 Minimal87.3 ft. NAVD88FHRR Enclosure 1 Table 3-5Door/Unit No. BU105-287.5 ft. NAVD88 Minimal87.5 ft. NAVD88FHRR Enclosure 1 Table 3-5Door/Unit No. BU106-2 87.6 ft. NAVD88Minimal 87.6 ft. NAVD88FHRR Enclosure 1 Table 3-5Door/Unit No.
B2.187.3 ft. NAVD88 Minimal87.3 ft. NAVD88FHRR Enclosure 1 Table 3-5Door/Unit No. BU10187.6 ft. NAVD88 Minimal87.6 ft. NAVD88FHRR Enclosure 1 Table 3-5Door/Unit No. B1.1 87.6 ft. NAVD88Minimal 87.6 ft. NAVD88FHRR Enclosure 1 Table 3-5Door/Unit No.
B1.287.8 ft. NAVD88 Minimal87.8 ft. NAVD88FHRR Enclosure 1 Table 3-5Door/Unit No.
101-2 Diablo Canyon Nuclear Power Plant, Units 1 & 2 Table 2. Reevaluated Flood Hazards for Flood-Causing Mechanisms for Use in the MSA MechanismStillwater Elevation Waves/ RunupReevaluated Hazard Elevation Reference87.8 ft. NAVD88 Minimal87.8 ft. NAVD88FHRR Enclosure 1 Table 3-5Door/Unit No.
102-2 87.9 ft. NAVD88Minimal 87.9 ft. NAVD88FHRR Enclosure 1 Table 3-5Door/Unit No. 119-288.0 ft. NAVD88 Minimal88.0 ft. NAVD88FHRR Enclosure 1 Table 3-5Door/Unit No.
122-288.2 ft. NAVD88 Minimal88.2 ft. NAVD88FHRR Enclosure 1 Table 3-5Door/Unit No.
192-1 88.0 ft. NAVD88Minimal 88.0 ft. NAVD88FHRR Enclosure 1 Table 3-5Door/Unit No.
191-188.0 ft. NAVD88 Minimal88.0 ft. NAVD88FHRR Enclosure 1 Table 3-5Door/Unit No.
194-188.1 ft. NAVD88 Minimal88.1 ft. NAVD88FHRR Enclosure 1 Table 3-5Door/Unit No.
192-2 88.0 ft. NAVD88Minimal 88.0 ft. NAVD88FHRR Enclosure 1 Table 3-5Door/Unit No.
191-2/191A-287.9 ft. NAVD88 Minimal87.9 ft. NAVD88FHRR Enclosure 1 Table 3-5Door/Unit No.
194-2117.6 ft.
NAVD88 Minimal117.6 ft.
NAVD88FHRR Enclosure 1 Table 3-5Door/Unit No.
363-1117.9 ft.
NAVD88Minimal117.9 ft.
NAVD88FHRR Enclosure 1 Table 3-5Door/Unit No.
361-1117.9 ft.
NAVD88 Minimal117.9 ft.
NAVD88FHRR Enclosure 1 Table 3-5Door/Unit No.
360-1 Diablo Canyon Nuclear Power Plant, Units 1 & 2 Table 2. Reevaluated Flood Hazards for Flood-Causing Mechanisms for Use in the MSA MechanismStillwater Elevation Waves/ RunupReevaluated Hazard Elevation ReferenceNote 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.117.9 ft.
NAVD88 Minimal117.9 ft.
NAVD88FHRR Enclosure 1 Table 3-5Door/Unit No.
355-1117.9 ft.
NAVD88Minimal117.9 ft.
NAVD88FHRR Enclosure 1 Table 3-5Door/Unit No.
354-1117.9 ft.
NAVD88 Minimal117.9 ft.
NAVD88FHRR Enclosure 1 Table 3-5Door/Unit No.
360-2117.9 ft.
NAVD88 Minimal117.9 ft.
NAVD88FHRR Enclosure 1 Table 3-5Door/Unit No.
361-2117.5 ft.
NAVD88Minimal117.5 ft.
NAVD88FHRR Enclosure 1 Table 3-5Door/Unit No.
363-2Note 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.
Diablo Canyon Nuclear Power Plant, Units 1 & 2Table 1. Current Design Basis Flood Hazards for Use in the MSA MechanismStillwater Elevation Waves/ Runup Reference Design Basis Hazard Elevation Local Intense Precipitation No Impact on the Site IdentifiedNo Impact on the Site IdentifiedNo Impact on the Site IdentifiedFHRR Section 2.3.2.1Failure of Dams and Onsite Water Control/Storage Structures No Impact on the Site IdentifiedNo Impact on the Site IdentifiedNo Impact on the Site IdentifiedFHRR Section 2.3.2.3Streams and Rivers Diablo Creek 81.9 ft. NAVD88 Not applicable 81.9 ft. NAVD88FHRR Section 2.3.2.2Storm Surge Storm Surge No Impact on the Site IdentifiedNo Impact on the Site IdentifiedNo Impact on the Site IdentifiedFHRR Section 2.3.2.4 SeicheNo Impact on the Site IdentifiedNo Impact on the Site IdentifiedNo Impact on the Site IdentifiedFHRR Section 2.3.2.5 TsunamiDistantly-Generated Tsunamis 20.0 ft. NAVD88 10.3 ft 30.3 ft. NAVD88 FHRR Section 2.3.2.6.1FHRR Section 2.3.2.13Near-Shore Tsunamis 9.2 ft. NAVD88 25.7 ft 34.9 ft. NAVD88 FHRR Section 2.3.2.6.2FHRR Section 2.3.2.13Ice-Induced FloodingNot included in DBNot included in DBNot included in DBFHRR Section 2.3.2.7 Diablo Canyon Nuclear Power Plant, Units 1 & 2 Table 1. Current Design Basis Flood Hazards for Use in the MSA MechanismStillwater Elevation Waves/ Runup Reference Design Basis Hazard ElevationNote 1: Reported values are rounded to the nearest one-tenth of a foot.Channel Migrations/Diversions Not included in DB Not included in DB Not included in DBFHRR Section 2.3.2.8 Diablo Canyon Nuclear Power Plant, Units 1 & 2 Table 2. Reevaluated Flood Hazards for Flood-Causing Mechanisms for Use in the MSA MechanismStillwater Elevation Waves/ RunupReevaluated Hazard Elevation ReferenceLocal Intense Precipitation87.4 ft. NAVD88 Minimal87.4 ft. NAVD88FHRR Enclosure 1 Table 3-5Door/Unit No. A2.1 87.4 ft. NAVD88Minimal 87.4 ft. NAVD88FHRR Enclosure 1 Table 3-5Door/Unit No. BU10287.3 ft. NAVD88 Minimal87.3 ft. NAVD88FHRR Enclosure 1 Table 3-5Door/Unit No. BU10387.4 ft. NAVD88 Minimal87.4 ft. NAVD88FHRR Enclosure 1 Table 3-5Door/Unit No. A3.1 87.4 ft. NAVD88Minimal 87.4 ft. NAVD88FHRR Enclosure 1 Table 3-5Door/Unit No.
A3.287.3 ft. NAVD88 Minimal87.3 ft. NAVD88FHRR Enclosure 1 Table 3-5Door/Unit No. A3.387.3 ft. NAVD88 Minimal87.3 ft. NAVD88FHRR Enclosure 1 Table 3-5Door/Unit No. BU104/587.7 ft. NAVD88 Minimal87.7 ft. NAVD88FHRR Enclosure 1 Table 3-5Door/Unit No.
101-187.7 ft. NAVD88 Minimal87.7 ft. NAVD88FHRR Enclosure 1 Table 3-5Door/Unit No.
102-1 87.9 ft. NAVD88Minimal 87.9 ft. NAVD88FHRR Enclosure 1 Table 3-5Door/Unit No. 119-188.1 ft. NAVD88 Minimal88.1 ft. NAVD88FHRR Enclosure 1 Table 3-5Door/Unit No.
122-1 Diablo Canyon Nuclear Power Plant, Units 1 & 2 Table 2. Reevaluated Flood Hazards for Flood-Causing Mechanisms for Use in the MSA MechanismStillwater Elevation Waves/ RunupReevaluated Hazard Elevation Reference87.6 ft. NAVD88 Minimal87.6 ft. NAVD88FHRR Enclosure 1 Table 3-5Door/Unit No.
C1.1 87.6 ft. NAVD88Minimal 87.6 ft. NAVD88FHRR Enclosure 1 Table 3-5Door/Unit No.
12987.5 ft. NAVD88 Minimal87.5 ft. NAVD88FHRR Enclosure 1 Table 3-5Door/Unit No.
13087.7 ft. NAVD88 Minimal87.7 ft. NAVD88FHRR Enclosure 1 Table 3-5Door/Unit No.
C1.2 87.3 ft. NAVD88Minimal 87.3 ft. NAVD88FHRR Enclosure 1 Table 3-5Door/Unit No.
BU108-287.3 ft. NAVD88 Minimal87.3 ft. NAVD88FHRR Enclosure 1 Table 3-5Door/Unit No. BU105-287.5 ft. NAVD88 Minimal87.5 ft. NAVD88FHRR Enclosure 1 Table 3-5Door/Unit No. BU106-2 87.6 ft. NAVD88Minimal 87.6 ft. NAVD88FHRR Enclosure 1 Table 3-5Door/Unit No.
B2.187.3 ft. NAVD88 Minimal87.3 ft. NAVD88FHRR Enclosure 1 Table 3-5Door/Unit No. BU10187.6 ft. NAVD88 Minimal87.6 ft. NAVD88FHRR Enclosure 1 Table 3-5Door/Unit No. B1.1 87.6 ft. NAVD88Minimal 87.6 ft. NAVD88FHRR Enclosure 1 Table 3-5Door/Unit No.
B1.287.8 ft. NAVD88 Minimal87.8 ft. NAVD88FHRR Enclosure 1 Table 3-5Door/Unit No.
101-2 Diablo Canyon Nuclear Power Plant, Units 1 & 2 Table 2. Reevaluated Flood Hazards for Flood-Causing Mechanisms for Use in the MSA MechanismStillwater Elevation Waves/ RunupReevaluated Hazard Elevation Reference87.8 ft. NAVD88 Minimal87.8 ft. NAVD88FHRR Enclosure 1 Table 3-5Door/Unit No.
102-2 87.9 ft. NAVD88Minimal 87.9 ft. NAVD88FHRR Enclosure 1 Table 3-5Door/Unit No. 119-288.0 ft. NAVD88 Minimal88.0 ft. NAVD88FHRR Enclosure 1 Table 3-5Door/Unit No.
122-288.2 ft. NAVD88 Minimal88.2 ft. NAVD88FHRR Enclosure 1 Table 3-5Door/Unit No.
192-1 88.0 ft. NAVD88Minimal 88.0 ft. NAVD88FHRR Enclosure 1 Table 3-5Door/Unit No.
191-188.0 ft. NAVD88 Minimal88.0 ft. NAVD88FHRR Enclosure 1 Table 3-5Door/Unit No.
194-188.1 ft. NAVD88 Minimal88.1 ft. NAVD88FHRR Enclosure 1 Table 3-5Door/Unit No.
192-2 88.0 ft. NAVD88Minimal 88.0 ft. NAVD88FHRR Enclosure 1 Table 3-5Door/Unit No.
191-2/191A-287.9 ft. NAVD88 Minimal87.9 ft. NAVD88FHRR Enclosure 1 Table 3-5Door/Unit No.
194-2117.6 ft.
NAVD88 Minimal117.6 ft.
NAVD88FHRR Enclosure 1 Table 3-5Door/Unit No.
363-1117.9 ft.
NAVD88Minimal117.9 ft.
NAVD88FHRR Enclosure 1 Table 3-5Door/Unit No.
361-1117.9 ft.
NAVD88 Minimal117.9 ft.
NAVD88FHRR Enclosure 1 Table 3-5Door/Unit No.
360-1 Diablo Canyon Nuclear Power Plant, Units 1 & 2 Table 2. Reevaluated Flood Hazards for Flood-Causing Mechanisms for Use in the MSA MechanismStillwater Elevation Waves/ RunupReevaluated Hazard Elevation ReferenceNote 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.117.9 ft.
NAVD88 Minimal117.9 ft.
NAVD88FHRR Enclosure 1 Table 3-5Door/Unit No.
355-1117.9 ft.
NAVD88Minimal117.9 ft.
NAVD88FHRR Enclosure 1 Table 3-5Door/Unit No.
354-1117.9 ft.
NAVD88 Minimal117.9 ft.
NAVD88FHRR Enclosure 1 Table 3-5Door/Unit No.
360-2117.9 ft.
NAVD88 Minimal117.9 ft.
NAVD88FHRR Enclosure 1 Table 3-5Door/Unit No.
361-2117.5 ft.
NAVD88Minimal117.5 ft.
NAVD88FHRR Enclosure 1 Table 3-5Door/Unit No.
363-2Note 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.