ML22245A002
| ML22245A002 | |
| Person / Time | |
|---|---|
| Site: | Seabrook  |
| Issue date: | 05/05/2022 |
| From: | NextEra Energy Seabrook |
| To: | Office of Nuclear Reactor Regulation |
| Poole J, NRR/DORL/LPLI, 415-2048 | |
| References | |
| SBK-L-22042 | |
| Download: ML22245A002 (33) | |
Text
Site Topography and Plot Plan SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Rev. 12 Figure 2.4-1
Topographic Map Depicting Major Hydrologic Features of Region SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.4-2
Time Incremental Distribution of Local PMP SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.4-3
Probable Maximum Precipitation for 200 Square Miles - 24 Hours (in Inches) - The All Season Envelope SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.4-4
Depth - Area - Duration Relationships SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.4-5
Hampton Harbor Drainage Basin SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.4-6
Hampton Harbor Drainage Basin - Detailed Topography
[2 Sheets]
SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.4-7 Sh. 1 of 2
Hampton Harbor Drainage Basin - Detailed Topography
[2 Sheets]
SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.4-7 Sh. 2 of 2
PMP Hydrographs SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.4-8
PMF Discharge Hydrograph SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.4-9
Hampton Harbor Surface Area vs. Elevation SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.4-10
Astronomical Tidal Cycle - Hampton Harbor - November 22, 1972 SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.4-11
Hampton Harbor PMF Hydrograph SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.4-12
PMH Path SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.4-13
Offshore Depth Profile - Transverse Line N75W (True)
SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.4-14
Estimated Probability of Extreme High Tide at Portland, Maine and Boston, Mass.
SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.4-15
Open Coast Storm Surge Hydrographs - Seabrook Plant SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.4-16
SPF Discharge Hydrograph SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.4-17
Resultant PMH and SPF Stillwater Levels SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.4-18
Design Wave Heights, Periods and Waterlevels SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.4-19
Topographic Profiles SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.4-22
SPS - PMH Site Flooding SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.4-23
Typical Sections - Revetments A, B, & C SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.4-24
Wave Pressure Distributions against Seawall and Retaining Wall SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.4-25
Surficial Geology in the Seabrook Area SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.4-26
Geologic Profile of Seabrook Area SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.4-27
Water Table Contours SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.4-28
Groundwater Contours in Plant Site Area Prior to Construction SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.4-29
Site Vicinity Wells SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.4-30
Seabrook Area Wells SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.4-31
Water Level Variations in the Seabrook Area SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.4-32