ML22245A059

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1 to Updated Final Safety Analysis Report, Chapter 2.5, Figures, Part 2_Redacted
ML22245A059
Person / Time
Site: Seabrook NextEra Energy icon.png
Issue date: 05/05/2022
From:
NextEra Energy Seabrook
To:
Office of Nuclear Reactor Regulation
Poole J, NRR/DORL/LPLI, 415-2048
Shared Package
ML22244A196 List:
References
SBK-L-22042
Download: ML22245A059 (23)


Text

SEABROOK STATION Offsite Borrow UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.5-51

SEABROOK STATION Offsite Borrow Compaction Test Results - Typical Winter Period UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.5-52

SEABROOK STATION Offsite Borrow Compaction Test Results - Typical Spring Period UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.5-53

SEABROOK STATION Offsite Borrow Compaction Test Results - Typical Summer Period UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.5-54

SEABROOK STATION Offsite Borrow Compaction Test Results 95% Critieria -

Revetment Area UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.5-55

SEABROOK STATION Offsite Borrow Compaction Test Results 90% Critieria -

Revetment Area UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.5-56

SEABROOK STATION Tunnel Cuttings Compaction Test Results UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.5-57

SEABROOK STATION Sand-Cement Test Results UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.5-58

SEABROOK STATION Fill Concrete Test Results UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.5-59

SEABROOK STATION Backfill Concrete Test Results UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.5-60

SEABROOK STATION Tunnel Cuttings UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.5-61

SEABROOK STATION Overall View of Foundation Excavations, Looking East from Unit 2 toward Unit 1 UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.5-62

SEABROOK STATION Foundation Excavation for Service and Circulating Water Pumphouse Looking North UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.5-63

SEABROOK STATION Summary Plot of Compaction Curves for Tunnel Cuttings (March to September 1979)

UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.5-64

SEABROOK STATION Summary Plot of Compaction Curves for Offsite Borrow (June to December 1979)

UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.5-65

SEABROOK STATION Lateral Loading Diagrams for Nonrigid Walls UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.5-66

SEABROOK STATION Lateral Loading Diagrams for Rigid Walls UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.5-67

SEABROOK STATION Soil Profile and Finite Mesh Revetment A - Deepest Soil Deposit Cross Section Q-Q UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.5-68

SEABROOK STATION Soil Profile and Finite Mesh Revetment A - Highest Section Cross Section R-R UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.5-69

SEABROOK STATION Trial Wedges and Method of Settlement Analysis Revetment UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.5-70

SEABROOK STATION Shear Modules at Low Strain Levels for Offsite Borrow and Tunnel Cuttings UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.5-71