ML22245A059
| ML22245A059 | |
| 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 | |
| Shared Package | |
| ML22244A196 | List: |
| References | |
| SBK-L-22042 | |
| Download: ML22245A059 (23) | |
Text
Offsite Borrow SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.5-51
Offsite Borrow Compaction Test Results - Typical Winter Period SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.5-52
Offsite Borrow Compaction Test Results - Typical Spring Period SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.5-53
Offsite Borrow Compaction Test Results - Typical Summer Period SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.5-54
Offsite Borrow Compaction Test Results 95% Critieria -
Revetment Area SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.5-55
Offsite Borrow Compaction Test Results 90% Critieria -
Revetment Area SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.5-56
Tunnel Cuttings Compaction Test Results SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.5-57
Sand-Cement Test Results SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.5-58
Fill Concrete Test Results SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.5-59
Backfill Concrete Test Results SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.5-60
Tunnel Cuttings SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.5-61
Overall View of Foundation Excavations, Looking East from Unit 2 toward Unit 1 SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.5-62
Foundation Excavation for Service and Circulating Water Pumphouse Looking North SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.5-63
Summary Plot of Compaction Curves for Tunnel Cuttings (March to September 1979)
SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.5-64
Summary Plot of Compaction Curves for Offsite Borrow (June to December 1979)
SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.5-65
Lateral Loading Diagrams for Nonrigid Walls SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.5-66
Lateral Loading Diagrams for Rigid Walls SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.5-67
Soil Profile and Finite Mesh Revetment A - Deepest Soil Deposit Cross Section Q-Q SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.5-68
Soil Profile and Finite Mesh Revetment A - Highest Section Cross Section R-R SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.5-69
Trial Wedges and Method of Settlement Analysis Revetment SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.5-70
Shear Modules at Low Strain Levels for Offsite Borrow and Tunnel Cuttings SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.5-71