ML15219A661

From kanterella
Jump to navigation Jump to search

Tables 1 and 2
ML15219A661
Person / Time
Site: LaSalle  Constellation icon.png
Issue date: 09/03/2015
From:
Japan Lessons-Learned Division
To:
Exelon Generation Co, Exelon Nuclear
Chaput P
References
TAC MF3655, TAC MF3656
Download: ML15219A661 (4)


Text

LaSalle, Units 1 & 2 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 LIP Zone 1 (North portion of site) 710.1 ft MSL Not 710.1 ft MSL FHRR Section 2.2.1 applicable LIP Zone 2 (South portion of site) 710.3 ft MSL Not 710.3 ft MSL FHRR Section 2.2.1 applicable Streams and Rivers Riverine 521.8 ft MSL 0.7 ft 522.5 ft MSL USFAR Revision 19 Section 2.4.3 FHRR Section 2.2.2 Failure of Dams and Onsite Water Control/Storage Structures No impact on No impact on No impact on the site the site the site FHRR Section 2.2.3 identified identified identified Storm Surge PMF on Lake at Dike 704.3 ft MSL 2.9 ft 707.2 ft MSL FHRR Section 2.2.4 PMF on Cooling Lake at Plant 704.3 ft MSL 1.3 ft 705.6 ft MSL FHRR Section 2.2.4 PMF on Cooling Lake at Lake 704.3 ft MSL 1.8 ft 706.1 ft MSL FHRR Section 2.2.4 Screen House Seiche Not included Not included Not included FHRR Section 2.2.5 in DB in DB in DB Tsunami Not included Not included Not included FHRR Section 2.2.6 in DB in DB in DB

LaSalle, Units 1 & 2 Table 1. Current Design Basis Flood Hazards for Use in the MSA Mechanism Stillwater Waves/ Design Basis Reference Elevation Runup Hazard Elevation Ice-Induced Flooding No impact on No impact on No impact on the site the site the site FHRR Section 2.2.7 identified identified identified Channel Migrations/Diversions No impact on No impact on No impact on the site the site the site FHRR Section 2.2.8 identified identified identified Note: Reported values are rounded to the nearest one-tenth of a foot.

LaSalle, Units 1 & 2 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 LIP for entire site 710.8 MSL Minimal 710.8 MSL FHRR Section 3.1 Storm Surge Lake screen house 701.0 MSL 9.6 ft 710.6 MSL FHRR Section 3.4.4 Inlet structure 701.0 MSL 11.0 ft 712.0 MSL FHRR Section 3.4.4 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.