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| issue date = 03/29/2016 | | issue date = 03/29/2016 | ||
| title = TMI MSFHI Tables Public 3-29-2016 | | title = TMI MSFHI Tables Public 3-29-2016 | ||
| 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 = 05000289 | | docket = 05000289 | ||
| license number = | | license number = | ||
| contact person = Rivera-Lugo R | | contact person = Rivera-Lugo R | ||
| document type = Graphics incl Charts and Tables | | document type = Graphics incl Charts and Tables | ||
| page count = 3 | | page count = 3 | ||
| Line 15: | Line 15: | ||
=Text= | =Text= | ||
{{#Wiki_filter:}} | {{#Wiki_filter:Three Mile Island Nuclear Station, Unit 1 Table 1. Current Design Basis Flood Hazards for Use in the MSA Mechanism Stillwater Elevation Waves/ | ||
Runup Reference Design Basis Hazard Elevation Note 1: Reported values are rounded to the nearest one-tenth of a foot. | |||
Local Intense Precipitation Not included in DB Not included in DB Not included in DB FHRR Section 3b1 Failure of Dams and Onsite Water Control/Storage Structures REDACTED REDACTED REDACTED REDACTED Streams and Rivers 313.3 ft NGVD29 Not applicable 313.3 ft NGVD29 FHRR Section 3b2 Storm Surge Not included in DB Not included in DB Not included in DB FHRR Section 3b4 Seiche Not included in DB Not included in DB Not included in DB FHRR Section 3b5 Tsunami Not included in DB Not included in DB Not included in DB FHRR Section 3b6 Ice-Induced Flooding Not included in DB Not included in DB Not included in DB FHRR Section 3b7 Channel Migrations/Diversions Not included in DB Not included in DB Not included in DB FHRR Section 3b8 | |||
Three Mile Island Nuclear Station, Unit 1 Table 2. Reevaluated Flood Hazards for Flood-Causing Mechanisms for Use in the MSA Mechanism Stillwater Elevation Waves/ | |||
Runup Reevaluated Hazard Elevation Reference Local Intense Precipitation 305.2 ft NGVD29 Minimal 305.2 ft NGVD29 FHRR Section 4a & Table 3 Air Intake Pagoda & Tunnel 305.3 ft NGVD29 Minimal 305.3 ft NGVD29 FHRR Section 4a & Table 3 Auxiliary Building, Unit 1 - BSWT Tunnel Sumps 305.2 ft NGVD29 Minimal 305.2 ft NGVD29 FHRR Section 4a & Table 3 Auxiliary Building, Unit 1 - | |||
Entrance on South Wall 305.2 ft NGVD29 Minimal 305.2 ft NGVD29 FHRR Section 4a & Table 3 Control Building, Unit 1 - | |||
Entrance on North Wall 305.2 ft NGVD29 Minimal 305.2 ft NGVD29 FHRR Section 4a & Table 3 Control Building, Unit 1 - | |||
Entrance on Northeast Wall 305.2 ft NGVD29 Minimal 305.2 ft NGVD29 FHRR Section 4a & Table 3 Control Building, Unit 1 - Turbine Building Drains 305.1 ft NGVD29 Minimal 305.1 ft NGVD29 FHRR Section 4a & Table 3 Diesel Generating Building - | |||
Entrance on North Wall 305.2 ft NGVD29 Minimal 305.2 ft NGVD29 FHRR Section 4a & Table 3 Diesel Generating Building - | |||
Entrance on East Wall 305.2 ft NGVD29 Minimal 305.2 ft NGVD29 FHRR Section 4a & Table 3 Fuel Handling Building, Unit 1 - | |||
Entrance on South Wall 305.2 ft NGVD29 Minimal 305.2 ft NGVD29 FHRR Section 4a & Table 3 Fuel Handling Building, Unit 1 - | |||
Entrance on West Wall 305.2 ft NGVD29 Minimal 305.2 ft NGVD29 FHRR Section 4a & Table 3 Fuel Handling Building, Unit 1 - | |||
Turbine Building Drains | |||
Three Mile Island Nuclear Station, Unit 1 Table 2. Reevaluated Flood Hazards for Flood-Causing Mechanisms for Use in the MSA Mechanism Stillwater Elevation Waves/ | |||
Runup Reevaluated Hazard Elevation Reference 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. | |||
305.1 ft NGVD29 Minimal 305.1 ft NGVD29 FHRR Section 4a & Table 3 Intake Screen & Pump House, Unit 1 305.4 ft NGVD29 Minimal 305.4 ft NGVD29 FHRR Section 4a & Table 3 Reactor Building, Unit 1 Failure of Dams and Onsite Water Control/Storage Structures REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED Ice-Induced Flooding REDACTED 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 4: FHRR reported ice-induced flooding is bounded by the seismically induced dam failure hazard. Therefore, the maximum water surface elevation reported in this table for this ice-induced flooding is the same as for seismically induced dam failure. | |||
Three Mile Island Nuclear Station, Unit 1 Table 1. Current Design Basis Flood Hazards for Use in the MSA Mechanism Stillwater Elevation Waves/ | |||
Runup Reference Design Basis Hazard Elevation Note 1: Reported values are rounded to the nearest one-tenth of a foot. | |||
Local Intense Precipitation Not included in DB Not included in DB Not included in DB FHRR Section 3b1 Failure of Dams and Onsite Water Control/Storage Structures REDACTED REDACTED REDACTED REDACTED Streams and Rivers 313.3 ft NGVD29 Not applicable 313.3 ft NGVD29 FHRR Section 3b2 Storm Surge Not included in DB Not included in DB Not included in DB FHRR Section 3b4 Seiche Not included in DB Not included in DB Not included in DB FHRR Section 3b5 Tsunami Not included in DB Not included in DB Not included in DB FHRR Section 3b6 Ice-Induced Flooding Not included in DB Not included in DB Not included in DB FHRR Section 3b7 Channel Migrations/Diversions Not included in DB Not included in DB Not included in DB FHRR Section 3b8 | |||
Three Mile Island Nuclear Station, Unit 1 Table 2. Reevaluated Flood Hazards for Flood-Causing Mechanisms for Use in the MSA Mechanism Stillwater Elevation Waves/ | |||
Runup Reevaluated Hazard Elevation Reference Local Intense Precipitation 305.2 ft NGVD29 Minimal 305.2 ft NGVD29 FHRR Section 4a & Table 3 Air Intake Pagoda & Tunnel 305.3 ft NGVD29 Minimal 305.3 ft NGVD29 FHRR Section 4a & Table 3 Auxiliary Building, Unit 1 - BSWT Tunnel Sumps 305.2 ft NGVD29 Minimal 305.2 ft NGVD29 FHRR Section 4a & Table 3 Auxiliary Building, Unit 1 - | |||
Entrance on South Wall 305.2 ft NGVD29 Minimal 305.2 ft NGVD29 FHRR Section 4a & Table 3 Control Building, Unit 1 - | |||
Entrance on North Wall 305.2 ft NGVD29 Minimal 305.2 ft NGVD29 FHRR Section 4a & Table 3 Control Building, Unit 1 - | |||
Entrance on Northeast Wall 305.2 ft NGVD29 Minimal 305.2 ft NGVD29 FHRR Section 4a & Table 3 Control Building, Unit 1 - Turbine Building Drains 305.1 ft NGVD29 Minimal 305.1 ft NGVD29 FHRR Section 4a & Table 3 Diesel Generating Building - | |||
Entrance on North Wall 305.2 ft NGVD29 Minimal 305.2 ft NGVD29 FHRR Section 4a & Table 3 Diesel Generating Building - | |||
Entrance on East Wall 305.2 ft NGVD29 Minimal 305.2 ft NGVD29 FHRR Section 4a & Table 3 Fuel Handling Building, Unit 1 - | |||
Entrance on South Wall 305.2 ft NGVD29 Minimal 305.2 ft NGVD29 FHRR Section 4a & Table 3 Fuel Handling Building, Unit 1 - | |||
Entrance on West Wall 305.2 ft NGVD29 Minimal 305.2 ft NGVD29 FHRR Section 4a & Table 3 Fuel Handling Building, Unit 1 - | |||
Turbine Building Drains | |||
Three Mile Island Nuclear Station, Unit 1 Table 2. Reevaluated Flood Hazards for Flood-Causing Mechanisms for Use in the MSA Mechanism Stillwater Elevation Waves/ | |||
Runup Reevaluated Hazard Elevation Reference 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. | |||
305.1 ft NGVD29 Minimal 305.1 ft NGVD29 FHRR Section 4a & Table 3 Intake Screen & Pump House, Unit 1 305.4 ft NGVD29 Minimal 305.4 ft NGVD29 FHRR Section 4a & Table 3 Reactor Building, Unit 1 Failure of Dams and Onsite Water Control/Storage Structures REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED Ice-Induced Flooding REDACTED 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 4: FHRR reported ice-induced flooding is bounded by the seismically induced dam failure hazard. Therefore, the maximum water surface elevation reported in this table for this ice-induced flooding is the same as for seismically induced dam failure.}} | |||
Latest revision as of 02:05, 10 January 2025
| ML16089A455 | |
| Person / Time | |
|---|---|
| Site: | Crane  |
| Issue date: | 03/29/2016 |
| From: | Richard Rivera-Lugo NRC/NRO/DSEA/RHMB |
| To: | |
| Rivera-Lugo R | |
| References | |
| Download: ML16089A455 (3) | |
Text
Three Mile Island Nuclear Station, Unit 1 Table 1. Current Design Basis Flood Hazards for Use in the MSA Mechanism Stillwater Elevation Waves/
Runup Reference Design Basis Hazard Elevation Note 1: Reported values are rounded to the nearest one-tenth of a foot.
Local Intense Precipitation Not included in DB Not included in DB Not included in DB FHRR Section 3b1 Failure of Dams and Onsite Water Control/Storage Structures REDACTED REDACTED REDACTED REDACTED Streams and Rivers 313.3 ft NGVD29 Not applicable 313.3 ft NGVD29 FHRR Section 3b2 Storm Surge Not included in DB Not included in DB Not included in DB FHRR Section 3b4 Seiche Not included in DB Not included in DB Not included in DB FHRR Section 3b5 Tsunami Not included in DB Not included in DB Not included in DB FHRR Section 3b6 Ice-Induced Flooding Not included in DB Not included in DB Not included in DB FHRR Section 3b7 Channel Migrations/Diversions Not included in DB Not included in DB Not included in DB FHRR Section 3b8
Three Mile Island Nuclear Station, Unit 1 Table 2. Reevaluated Flood Hazards for Flood-Causing Mechanisms for Use in the MSA Mechanism Stillwater Elevation Waves/
Runup Reevaluated Hazard Elevation Reference Local Intense Precipitation 305.2 ft NGVD29 Minimal 305.2 ft NGVD29 FHRR Section 4a & Table 3 Air Intake Pagoda & Tunnel 305.3 ft NGVD29 Minimal 305.3 ft NGVD29 FHRR Section 4a & Table 3 Auxiliary Building, Unit 1 - BSWT Tunnel Sumps 305.2 ft NGVD29 Minimal 305.2 ft NGVD29 FHRR Section 4a & Table 3 Auxiliary Building, Unit 1 -
Entrance on South Wall 305.2 ft NGVD29 Minimal 305.2 ft NGVD29 FHRR Section 4a & Table 3 Control Building, Unit 1 -
Entrance on North Wall 305.2 ft NGVD29 Minimal 305.2 ft NGVD29 FHRR Section 4a & Table 3 Control Building, Unit 1 -
Entrance on Northeast Wall 305.2 ft NGVD29 Minimal 305.2 ft NGVD29 FHRR Section 4a & Table 3 Control Building, Unit 1 - Turbine Building Drains 305.1 ft NGVD29 Minimal 305.1 ft NGVD29 FHRR Section 4a & Table 3 Diesel Generating Building -
Entrance on North Wall 305.2 ft NGVD29 Minimal 305.2 ft NGVD29 FHRR Section 4a & Table 3 Diesel Generating Building -
Entrance on East Wall 305.2 ft NGVD29 Minimal 305.2 ft NGVD29 FHRR Section 4a & Table 3 Fuel Handling Building, Unit 1 -
Entrance on South Wall 305.2 ft NGVD29 Minimal 305.2 ft NGVD29 FHRR Section 4a & Table 3 Fuel Handling Building, Unit 1 -
Entrance on West Wall 305.2 ft NGVD29 Minimal 305.2 ft NGVD29 FHRR Section 4a & Table 3 Fuel Handling Building, Unit 1 -
Turbine Building Drains
Three Mile Island Nuclear Station, Unit 1 Table 2. Reevaluated Flood Hazards for Flood-Causing Mechanisms for Use in the MSA Mechanism Stillwater Elevation Waves/
Runup Reevaluated Hazard Elevation Reference 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.
305.1 ft NGVD29 Minimal 305.1 ft NGVD29 FHRR Section 4a & Table 3 Intake Screen & Pump House, Unit 1 305.4 ft NGVD29 Minimal 305.4 ft NGVD29 FHRR Section 4a & Table 3 Reactor Building, Unit 1 Failure of Dams and Onsite Water Control/Storage Structures REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED Ice-Induced Flooding REDACTED 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 4: FHRR reported ice-induced flooding is bounded by the seismically induced dam failure hazard. Therefore, the maximum water surface elevation reported in this table for this ice-induced flooding is the same as for seismically induced dam failure.
Three Mile Island Nuclear Station, Unit 1 Table 1. Current Design Basis Flood Hazards for Use in the MSA Mechanism Stillwater Elevation Waves/
Runup Reference Design Basis Hazard Elevation Note 1: Reported values are rounded to the nearest one-tenth of a foot.
Local Intense Precipitation Not included in DB Not included in DB Not included in DB FHRR Section 3b1 Failure of Dams and Onsite Water Control/Storage Structures REDACTED REDACTED REDACTED REDACTED Streams and Rivers 313.3 ft NGVD29 Not applicable 313.3 ft NGVD29 FHRR Section 3b2 Storm Surge Not included in DB Not included in DB Not included in DB FHRR Section 3b4 Seiche Not included in DB Not included in DB Not included in DB FHRR Section 3b5 Tsunami Not included in DB Not included in DB Not included in DB FHRR Section 3b6 Ice-Induced Flooding Not included in DB Not included in DB Not included in DB FHRR Section 3b7 Channel Migrations/Diversions Not included in DB Not included in DB Not included in DB FHRR Section 3b8
Three Mile Island Nuclear Station, Unit 1 Table 2. Reevaluated Flood Hazards for Flood-Causing Mechanisms for Use in the MSA Mechanism Stillwater Elevation Waves/
Runup Reevaluated Hazard Elevation Reference Local Intense Precipitation 305.2 ft NGVD29 Minimal 305.2 ft NGVD29 FHRR Section 4a & Table 3 Air Intake Pagoda & Tunnel 305.3 ft NGVD29 Minimal 305.3 ft NGVD29 FHRR Section 4a & Table 3 Auxiliary Building, Unit 1 - BSWT Tunnel Sumps 305.2 ft NGVD29 Minimal 305.2 ft NGVD29 FHRR Section 4a & Table 3 Auxiliary Building, Unit 1 -
Entrance on South Wall 305.2 ft NGVD29 Minimal 305.2 ft NGVD29 FHRR Section 4a & Table 3 Control Building, Unit 1 -
Entrance on North Wall 305.2 ft NGVD29 Minimal 305.2 ft NGVD29 FHRR Section 4a & Table 3 Control Building, Unit 1 -
Entrance on Northeast Wall 305.2 ft NGVD29 Minimal 305.2 ft NGVD29 FHRR Section 4a & Table 3 Control Building, Unit 1 - Turbine Building Drains 305.1 ft NGVD29 Minimal 305.1 ft NGVD29 FHRR Section 4a & Table 3 Diesel Generating Building -
Entrance on North Wall 305.2 ft NGVD29 Minimal 305.2 ft NGVD29 FHRR Section 4a & Table 3 Diesel Generating Building -
Entrance on East Wall 305.2 ft NGVD29 Minimal 305.2 ft NGVD29 FHRR Section 4a & Table 3 Fuel Handling Building, Unit 1 -
Entrance on South Wall 305.2 ft NGVD29 Minimal 305.2 ft NGVD29 FHRR Section 4a & Table 3 Fuel Handling Building, Unit 1 -
Entrance on West Wall 305.2 ft NGVD29 Minimal 305.2 ft NGVD29 FHRR Section 4a & Table 3 Fuel Handling Building, Unit 1 -
Turbine Building Drains
Three Mile Island Nuclear Station, Unit 1 Table 2. Reevaluated Flood Hazards for Flood-Causing Mechanisms for Use in the MSA Mechanism Stillwater Elevation Waves/
Runup Reevaluated Hazard Elevation Reference 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.
305.1 ft NGVD29 Minimal 305.1 ft NGVD29 FHRR Section 4a & Table 3 Intake Screen & Pump House, Unit 1 305.4 ft NGVD29 Minimal 305.4 ft NGVD29 FHRR Section 4a & Table 3 Reactor Building, Unit 1 Failure of Dams and Onsite Water Control/Storage Structures REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED REDACTED Ice-Induced Flooding REDACTED 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 4: FHRR reported ice-induced flooding is bounded by the seismically induced dam failure hazard. Therefore, the maximum water surface elevation reported in this table for this ice-induced flooding is the same as for seismically induced dam failure.