ML21089A391
| ML21089A391 | |
| Person / Time | |
|---|---|
| Site: | Seabrook  |
| Issue date: | 10/22/2020 |
| From: | NextEra Energy Seabrook |
| To: | Office of Nuclear Reactor Regulation |
| Poole J, NRR/DORL/LPLI, 415-2048 | |
| Shared Package | |
| ML21088A388 | List: |
| References | |
| SBK-L-20124 | |
| Download: ML21089A391 (38) | |
Text
SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT CHAPTER 2 SITE CHARACTERISTICS FIGURES 2.1-1 Location of Site within Southeastern New Hampshire 2.1-2 Site Area: 0-10 Miles 2.1-3 Site Area: 0-5 Miles 2.1-4 Site Boundaries 2.1-5 Station Layout 2.1-6 1983 Resident Population (0-10 Miles) 2.1-7 2025 Resident Population (0-10 Miles) 2.1-8 1983 Resident Population (0-50 Miles) 2.1-9 2025 Resident Population (0-50 Miles) 2.1-10 Seasonal Dwelling Units (0-10 Miles) 2.1-11 Weekday Seasonal Dwelling Unit Population (0-10 Miles) 2.1-12 Weekend Seasonal Dwelling Unit Population (0-10 Miles) 2.1-13 Seasonal Overnight Peak Population (Hotels, Motels and Guesthouses)
(0-10 Miles) 2.1-14 Peak Campground Population (0-10 Miles) 2.1-15 Maximum Number of Vehicles Observed in Beach Area Parking Lots (0-10 Miles) 2.1-16 Beach Area Parking Lots - Estimated Peak Transient Population (0-10 Miles) 2.1-17 Time-of-Day Vehicle Distribution in Salisbury, Seabrook and Hampton Beach Area Parking Lots 2.1-18 Total Car Count of Observed Parking Areas - 1979-Seabrook Coastal Areas (28 Miles)
2.1-19 Beach Area On-Street Vehicle Parking Capacity - Daily Transients Only (0-10 Miles) 2.1-20 Beach Area On-Street Parking Population Estimate-Daily Transients Only (0-10 Miles) 2.1-21 Population of Major Employers (0-10 Miles) 2.1-22 Estimated School Population (0-10 Miles) 2.1-23 Population Associated with Medical-Related Facilities (0-10 Miles) 2.1-24 Seasonal Resident Population (0-50 Miles) 2.1-25 Estimated 1970 Total Employment (0-50 Miles) 2.1-26 1980 Peak Summer Weekend Transient Population (0-10 Miles) 2.1-27 1980 Peak Summer Weekday Transient Population (0-10 Miles) 2.1-28 Low Population Zone 2.1-29 Projected 1983 Resident Population-Low Population Zone 2.1-30 Projected 2025 Resident Population-Low Population Zone 2.1-31 1983 Cumulative Resident Population 2.1-32 2025 Cumulative Resident Population 2.2-1 Facilities with Bulk Hazardous Materials 2.2-2 Railroads and Highways within Five Miles of the Seabrook Site Center 2.2-3 Hampton Airport Location and Landing Patterns 2.2-4 Water Transportation Routes 2.2-5 Areas Served by Natural Gas Lines 2.2-6 Hampton Harbor Access Route 2.2-7 Radar Traffic Pattern for Pease AFB 2.2-8 Pease AFB HI-TACAN RWY 16 2.2-9 Pease AFB HI-VOR/DME OR ILS/DME2 RWY 34 2.2-10 Pease AFB HI-ILS/DME 1 RWY 34 2.2-11 Pease AFB HI-ILS/DME 3 RWY 34 2.2-12 Pease AFB HI-TACAN RWY 34 2.2-13 Pease AFB Terminal Control Area 2.2-14 Air Traffic Routes V3 and J-55 2.2-15 Geometries for Flammable Vapor Cloud Problems 2.3-1 Seabrook Site - 50 Mile Radius Regional Climatological Data Stations
2.3-2 Spring Wind Rose for the 30 ft. Level (March 1972 - May 1972) 2.3-3 Summer Wind Rose for the 30 ft. Level (June 1972 - August 1972) 2.3-4 Fall Wind Rose for the 30 ft. Level (November 1971 and September, October 1972) 2.3-5 Winter Wind Rose for the 30 ft. Level (December 1971 - February 1972) 2.3-6 Annual Wind Rose for the 30 ft. Level (November 1971 - October 1972) 2.3-7 Topographic Map within a Five Mile Radius of the Seabrook Site 2.3-8 Terrain Cross Section 2.3-9 Topographic Map Showing the Location of the Meteorological Tower with Respect to the Reactor Area 2.3-10 Meander as a Function of Wind Speed and Stability 2.3-11 Plume and TIBL Interaction 2.4-1 Site Topography and Plot Plan 2.4-2 Topographic Map Depicting Major Hydrologic Features of Region 2.4-3 Time Incremental Distribution of Local PMP 2.4-4 Probable Maximum Precipitation for 200 Square Miles - 24 Hours (in Inches) - The All Season Envelope 2.4-5 Depth-Area-Duration Relationships 2.4-6 Hampton Harbor Drainage Basin 2.4-7 Hampton Harbor Drainage Basin-Detailed Topography 2.4-8 PMP Hydrographs 2.4-9 PMF Discharge Hydrograph 2.4-10 Hampton Harbor Surface Area vs. Elevation 2.4-11 Astronomical Tidal Cycle - Hampton Harbor - November 22, 1972 2.4-12 Hampton Harbor PMF Hydrograph 2.4-13 PMH Path 2.4-14 Offshore Depth Profile-Transverse Line N75 W (True) 2.4-15 Estimated Probability of Extreme High Tide at Portland, Maine and Boston, Mass.
2.4-16 Open Coast Storm Surge Hydrographs - Seabrook Plant 2.4-17 SPF Discharge Hydrograph 2.4-18 Resultant PMH and SPF Stillwater levels 2.4-19 Design Wave Heights, Periods and Waterlevels
2.4-20 Flow Pathways for Wave Overtopping Waters 2.4-21 Wave Protection Revetments and Seawall 2.4-22 Topographic Profiles 2.4-23 SPS-PMH Site Flooding 2.4-24 Typical Sections-Revetments A, B, & C 2.4-25 Wave Pressure Distributions against Seawall and Retaining Wall 2.4-26 Surficial Geology in the Seabrook Area 2.4-27 Geologic Profile of Seabrook Area 2.4-28 Water Table Contours 2.4-29 Groundwater Contours in Plant Site Area Prior to Construction 2.4-30 Site Vicinity Wells 2.4-31 Seabrook Area Wells 2.4-32 Water Level Variations in the Seabrook Area 2.5-1 Regional Physiographic Map 2.5-2 Regional Bedrock Geology 2.5-3 Regional Geologic Profile 2.5-4 Regional Tectonic Elements 2.5-5 Regional Tectonic Provinces 2.5-6 Site Vicinity - Surface Geology 2.5-7 Site Vicinity - Bedrock Geology 2.5-8 Site Vicinity - Fault Investigations and Radiometric Dating 2.5-9 Site Vicinity - Bedrock Geology - Circulating Water System 2.5-10 Site Vicinity-Estimated Bedrock Topography-Circulating Water System 2.5-11 Site Vicinity - Geological Profile - Circulating Water System 2.5-12 Site Vicinity - Circulating Water Tunnels Geology Plan 2.5-13 Site Vicinity - Intake Tunnel Geology 2.5-14 Site Vicinity-Discharge Tunnel Geology 2.5-15 Site Area - Plot Plan and Original Surface Topography 2.5-16 Site Area - Bedrock Geology 2.5-17 Site Area - Boring Locations and Estimated Bedrock Topography 2.5-18 Approximate Groundwater Elevation Contours
2.5-19 Geologic Map of Site Foundation Excavations 2.5-20 Geologic Profiles of Site Foundation Excavations 2.5-21 Jointing Orientations in Site Foundation Excavations 2.5-22 Foliation and Bedding Orientations in Site Foundation Excavations 2.5-23 Sketches Detailing NI-1, NI-2, EI-1, and W-6 2.5-24 Sketches Detailing W-1, Dl-1 and Dl-3 2.5-25 Sketches Detailing CI-2 and CI-2C 2.5-26 Sketches Detailing CI-1, CI-1A and CI-1D 2.5-27 Sketch Detailing SI-1 2.5-28 Sketch Detailing CII-1, CII-2 and TW-1 2.5-29 Sketches Detailing CII-2, PII-lA and CT-1 2.5-30 Sketches Detailing EII-1 and EII-2 2.5-31 Sketch Detailing CII-1, CII-3 and EII-1 2.5-32 Sketch Detailing Pseudo-Offset of Dikes 2.5-33 Strain Ellipsoid for NW-SE Tensional Stress 2.5-34 Cumulative Seismicity Map 2.5-35 Regional Seismicity Map 2.5-36 Epicenter Tectonic Map, 200 Miles 2.5-37 Epicenter Tectonic Map, 50 Miles 2.5-38 Expansion and Settlement in the Eastern United States, 1650-1890 2.5-39 Settlement in Canada 2.5-40 Northeastern U.S. Seismic Network, Bulletin No. 12 2.5-41 Intensity Attenuation Curves for Eastern North America 2.5-42 Intensity-Acceleration Relationship 2.5-43 Safe Shutdown Earthquake Design Response Spectra, Horizontal Motion 2.5-44 Safe Shutdown Earthquake Design Response Spectra, Vertical Motion 2.5-45 In Situ Temperature vs. Depth, Boring F2 2.5-46 Extent of Excavation 2.5-47 Locations of Additional Sections - Building and Utility Foundations 2.5-48 Extent of Excavation 2.5-49 Building Foundation Cross-Sections
2.5-50 Foundation Cross-Section for Electrical Duct Banks, Manholes, and Service Water Piping 2.5-51 Offsite Borrow 2.5-52 Offsite Borrow Compaction Test Results - Typical Winter Period 2.5-53 Offsite Borrow Compaction Test Results - Typical Spring Period 2.5-54 Offsite Borrow Compaction Test Results - Typical Summer Period 2.5-55 Offsite Borrow Compaction Test Results 95% Criteria - Revetment Area 2.5-56 Offsite Borrow Compaction Test Results 90% Criteria - Revetment Area 2.5-57 Tunnel Cuttings Compaction Test Results 2.5-58 Sand-Cement Test Results 2.5-59 Fill Concrete Test Results 2.5-60 Backfill Concrete Test Results 2.5-61 Tunnel Cuttings 2.5-62 Overall View of Foundation Excavations, Looking East from Unit 2 toward Unit 1 2.5-63 Foundation Excavation for Service and Circulating Water Pumphouse Looking North 2.5-64 Summary Plot of Compaction Curves for Tunnel Cuttings (March to September 1979) 2.5-65 Summary Plot of Compaction Curves for Offsite Borrow (June to December 1979) 2.5-66 Lateral Loading Diagrams for Nonrigid Walls 2.5-67 Lateral Loading Diagrams for Rigid Walls 2.5-68 Soil Profile and Finite Element Mesh Revetment A - Deepest Soil Deposit Cross Section Q-Q 2.5-69 Soil Profile and Finite Element Mesh Revetment A - Highest Section Cross Section R-R 2.5-70 Trial Wedges and Method of Settlement Analysis Revetment 2.5-71 Shear Modulus at Low Strain Levels for Offsite Borrow and Tunnel Cuttings