ML22245A002

1 to Updated Final Safety Analysis Report, Chapter 2.4, Figures Redacted

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

SEABROOK STATION Site Topography and Plot Plan UPDATED FINAL SAFETY ANALYSIS REPORT Rev. 12 Figure 2.4-1

SEABROOK STATION Topographic Map Depicting Major Hydrologic Features of Region UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.4-2

SEABROOK STATION Time Incremental Distribution of Local PMP UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.4-3

SEABROOK STATION Probable Maximum Precipitation for 200 Square Miles - 24 Hours (in Inches) - The All Season Envelope UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.4-4

SEABROOK STATION Depth - Area - Duration Relationships UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.4-5

SEABROOK STATION Hampton Harbor Drainage Basin UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.4-6

SEABROOK STATION Hampton Harbor Drainage Basin - Detailed Topography

[2 Sheets]

UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.4-7 Sh. 1 of 2

SEABROOK STATION Hampton Harbor Drainage Basin - Detailed Topography

[2 Sheets]

UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.4-7 Sh. 2 of 2

SEABROOK STATION PMP Hydrographs UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.4-8

SEABROOK STATION PMF Discharge Hydrograph UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.4-9

SEABROOK STATION Hampton Harbor Surface Area vs. Elevation UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.4-10

SEABROOK STATION Astronomical Tidal Cycle - Hampton Harbor - November 22, 1972 UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.4-11

SEABROOK STATION Hampton Harbor PMF Hydrograph UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.4-12

SEABROOK STATION PMH Path UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.4-13

SEABROOK STATION Offshore Depth Profile - Transverse Line N75W (True)

UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.4-14

SEABROOK STATION Estimated Probability of Extreme High Tide at Portland, Maine and Boston, Mass.

UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.4-15

SEABROOK STATION Open Coast Storm Surge Hydrographs - Seabrook Plant UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.4-16

SEABROOK STATION SPF Discharge Hydrograph UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.4-17

SEABROOK STATION Resultant PMH and SPF Stillwater Levels UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.4-18

SEABROOK STATION Design Wave Heights, Periods and Waterlevels UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.4-19

SEABROOK STATION Topographic Profiles UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.4-22

SEABROOK STATION SPS - PMH Site Flooding UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.4-23

SEABROOK STATION Typical Sections - Revetments A, B, & C UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.4-24

SEABROOK STATION Wave Pressure Distributions against Seawall and Retaining Wall UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.4-25

SEABROOK STATION Surficial Geology in the Seabrook Area UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.4-26

SEABROOK STATION Geologic Profile of Seabrook Area UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.4-27

SEABROOK STATION Water Table Contours UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.4-28

SEABROOK STATION Groundwater Contours in Plant Site Area Prior to Construction UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.4-29

SEABROOK STATION Site Vicinity Wells UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.4-30

SEABROOK STATION Seabrook Area Wells UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.4-31

SEABROOK STATION Water Level Variations in the Seabrook Area UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.4-32