ML22245A053
| ML22245A053 | |
| Person / Time | |
|---|---|
| Site: | Seabrook  |
| Issue date: | 05/05/2022 |
| From: | NextEra Energy Seabrook |
| To: | Office of Nuclear Reactor Regulation |
| Poole J, NRR/DORL/LPL1 | |
| Shared Package | |
| ML22244A196 | List: |
| References | |
| SBK-L-22042 | |
| Download: ML22245A053 (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
Location of Site within Southeastern New Hampshire SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.1-1
Site Area: 0-10 Miles SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.1-2
Site Area: 0-5 Miles SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.1-3
5,190 20 470 800 530 80 4,050 330 200 160 280 30 6,760 120 120 160 240 30 2,960 470 80 270 80 2,560 740 360 290 750 180 120 7,800 3,420 310 710 750 0
750 60 390 230 3,350 11,930 280 310 440 510 400 9,160 140 270 600 580 1,010 7,760 10 100 280 330 520 4,420 0
60 570 0
0 0
1,040 0
0 0
0 0
540 0
0 0
0 0
0 500 930 120 0
0 0
70 900 1,540 940 1,140 0
0 1,930 2,250 430 8,820 1
2 3
4 5
10 7,090 13,430 4,590 Miles 1,550 540 1,040 630 5,660 10,360 11,100 16,710 5,050 7,430 4,310 4,820 12,990 XXX Total Segment Population SW WSW W
WNW NW NNW N
NNE NE ENE E
SSW Population Totals Ring Miles Ring Population Total Miles Cumulative Population 0 - 1 1 - 2 2 - 3 3 - 4 4 - 5 5 - 10 870 5,820 8,160 7,430 12,470 72,550 0 - 1 0 - 2 0 - 3 0 - 4 0 - 5 0 - 10 870 6,690 14,850 22,280 34,750 107,300 G:\\Word\\Images_P\\UFSAR\\216.ds4 1983 Resident Population (0-10 Miles)
SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.1-6
22,010 20 1,380 1,470 970 100 21,110 610 360 240 360 40 12,030 150 160 210 300 30 9,700 1,560 100 340 100 10,750 3,580 840 620 1,850 280 290 12,060 4,090 460 1,620 1,830 0
1,830 160 470 280 4,000 14,530 680 750 650 610 480 10,950 340 670 1,380 690 1,210 9,270 30 250 530 400 630 5,280 0
150 1,040 0
0 0
2,410 0
0 0
0 0
990 0
0 0
0 0
0 920 1,710 230 0
0 0
140 1,640 2,820 1,940 4,040 0
3,540 4,120 1,310 20,410 1
2 3
4 5
10 25,950 29,380 10,580 Miles 2,860 990 2,410 1,190 7,120 13,560 14,120 21,270 22,720 12,880 12,080 17,930 20,060 XXX Total Segment Population SW WSW W
WNW NW NNW N
NNE NE ENE E
SSW Population Totals Ring Miles Ring Population Total Miles Cumulative Population 0 - 1 1 - 2 2 - 3 3 - 4 4 - 5 5 - 10 1,870 12,650 14,960 12,540 20,940 152,140 0 - 1 0 - 2 0 - 3 0 - 4 0 - 5 0 - 10 1,870 14,520 29,480 42,020 62,960 215,100 G:\\Word\\Images_P\\UFSAR\\217.ds4 0
2025 Resident Population (0-10 Miles)
SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.1-7
88,200 111,700 6,800 1,600 500 1,000 9,700 41,800 513,600 1,896,200 58,400 47,200 124,500 186,400 XXX Total Segment Population WSW W
WNW NW NNW N
NNE NE ENE E
SSW Population Totals Ring Miles Ring Population Total Miles Cumulative Population 0 - 10 10 - 20 20 - 30 30 - 40 40 - 50 107,300 261,900 778,700 1,499,600 1,317,800 0 - 10 0 - 20 0 - 30 0 - 40 0 - 50 107,300 369,200 1,147,900 2,647,500 3,965,300 G:\\Word\\Images_P\\UFSAR\\218.ds4 SW 581,900 210,500 99,300 174,500 18,900 13,700 22,400 0
0 0
0 8,200 900 0
0 0
0 0
0 0
0 0
0 0
0 2,200 0
0 0
31,300 10,500 16,800 39,700 23,500 30,800 20,500 6,300 5,600 14,400 18,900 14,400 16,700 10,600 3,700 8,800 9,000 13,400 63,300 34,500 17,300 50,400 90,700 23,200 38,500 120,300 100,200 26,500 67,500 20,600 0 to 10 107,300 189,000 179,100 129,900 815,000 884,600 164,000 295,800 50 40 30 20 10 Miles 1983 Resident Population (0-50 Miles)
SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.1-8
128,900 151,400 14,700 2,900 1,000 2,400 12,200 50,200 616,200 2,266,300 96,700 86,000 218,200 352,600 XXX Total Segment Population WSW W
WNW NW NNW N
NNE NE ENE E
SSW Population Totals Ring Miles Ring Population Total Miles Cumulative Population 0 - 10 10 - 20 20 - 30 30 - 40 40 - 50 215,100 400,100 1,010,400 1,924,100 1,614,800 0 - 10 0 - 20 0 - 30 0 - 40 0 - 50 215,100 615,200 1,625,600 3,549,700 5,164,500 G:\\Word\\Images_P\\UFSAR\\219.ds4 SW 696,600 251,400 118,600 210,000 22,600 16.300 26,800 0
0 0
0 10,000 1,000 0
0 0
0 0
0 0
0 0
0 0
0 4,100 0
0 0
41,300 12,700 20,200 47,800 35,000 35,600 24,600 7,700 7,900 18,500 23,200 24,400 26,200 14,500 4,900 27,500 46,900 20,700 87,900 50,600 35,000 85,400 171,000 43,300 50,200 198,000 168,400 31,700 80,700 24,600 0 to 10 215,100 255,700 214,000 154,900 974,800 1,056,800 196,000 468,400 50 40 30 20 10 Miles 2025 Resident Population (0-50 Miles)
SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.1-9
76 0
4 11 12 5
76 5
7 8
13 0
76 7
8 10 7
0 76 11 2
5 1
76 11 4
3 10 0
1 48 15 4
15 14 0
13 1
6 2
36 17 2
4 7
8 7
188 2
5 18 15 32 257 0
3 86 257 302 560 0
17 220 0
0 0
362 0
0 0
0 0
345 0
0 0
0 0
0 474 551 52 0
0 0
61 81 544 246 120 0
32 28 1
76 1
2 3
4 5
10 108 137 1,052 Miles 1,077 345 362 237 1,208 329 216 75 109 108 95 105 96 XXX Total Segment Dwellings SW WSW W
WNW NW NNW N
NNE NE ENE E
SSW Dwelling Totals Ring Miles Ring Dwellings Total Miles Cumulative Dwellings 0 - 1 1 - 2 2 - 3 3 - 4 4 - 5 5 - 10 6
1,334 1,054 942 677 1,646 0 - 1 0 - 2 0 - 3 0 - 4 0 - 5 0 - 10 6
1,340 2,394 3,336 4,013 5,659 G:\\Word\\Images_P\\UFSAR\\2110.ds4 0
Seasonal Dwelling Units (0-10) Miles SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.1-10
410 0
22 59 65 27 410 27 38 43 70 0
410 38 43 54 38 0
410 59 11 27 5
410 59 22 16 54 0
5 259 81 22 81 76 0
70 5
32 11 194 92 11 22 38 43 38 1,015 11 27 97 81 173 1,388 0
16 464 1,388 1,631 3,024 0
92 1,188 0
0 0
1,955 0
0 0
0 0
1,863 0
0 0
0 0
0 2,560 2,975 281 0
0 0
329 437 2,938 1,328 648 0
173 151 5
410 1
2 3
4 5
10 583 739 5,680 Miles 5,816 1,863 1,955 1,280 6,523 1,777 1,167 404 588 583 512 566 519 XXX Total Segment Population SW WSW W
WNW NW NNW N
NNE NE ENE E
SSW Population Totals Ring Miles Ring Population Total Miles Cumulative Population 0 - 1 1 - 2 2 - 3 3 - 4 4 - 5 5 - 10 32 7,204 5,690 5,088 3,655 8,886 0 - 1 0 - 2 0 - 3 0 - 4 0 - 5 0 - 10 32 7,236 12,296 18,014 21,669 30,555 G:\\Word\\Images_P\\UFSAR\\2111.ds4 0
- Population = Number of Dwelling Units x 5.4 Person/Unit Weekday Seasonal Dwelling Unit Population (0-10 Miles)
SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.1-11
578 0
30 84 91 38 578 38 53 61 99 0
578 53 61 76 53 0
578 84 15 38 8
578 84 30 23 76 0
8 365 114 30 114 106 0
99 8
46 15 274 129 15 30 53 61 53 1,429 15 38 137 114 243 1,953 0
23 654 1,953 2,295 4,256 0
129 1,672 0
0 0
2,751 0
0 0
0 0
2,622 0
0 0
0 0
0 3,602 4,188 395 0
0 0
464 616 4,134 1,870 912 0
243 213 8
518 1
2 3
4 5
10 821 1,042 7,996 Miles 8,185 2,622 2,751 1,801 9,181 2,500 1,641 571 829 821 723 799 729 XXX Total Segment Population SW WSW W
WNW NW NNW N
NNE NE ENE E
SSW Population Totals Ring Miles Ring Population Total Miles Cumulative Population 0 - 1 1 - 2 2 - 3 3 - 4 4 - 5 5 - 10 46 10,138 8,012 7,158 5,146 12,512 0 - 1 0 - 2 0 - 3 0 - 4 0 - 5 0 - 10 46 10,184 18,196 25,354 30,500 43,012 G:\\Word\\Images_P\\UFSAR\\2112.ds4 0
- Population = Number of Dwelling Units x 7.6 Person/Unit Weekend Seasonal Dwelling Unit Population (0-10 Miles)
SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.1-12
0 192 60 270 0
0 0
0 0
60 248 0
0 0
0 0
0 0
0 0
0 0
0 0
140 0
0 0
0 68 0
78 0
0 216 0
0 46 0
0 25 0
0 10 420 100 0
0 162 559 120 0
0 0
0 0
0 0
0 0
0 0
0 1,173 0
0 0
0 0
0 3,240 1,942 24 0
0 0
0 488 637 94 412 0
50 54 24 0
100 1
2 3
4 5
10 522 204 1,667 Miles 5,206 1,173 0
0 841 530 71 294 60 248 0
140 68 XXX Total Segment Population SW WSW W
WNW NW NNW N
NNE NE ENE E
SSW Population Totals Ring Miles Ring Population Total Miles Cumulative Population 0 - 1 1 - 2 2 - 3 3 - 4 4 - 5 5 - 10 0
4,809 2,800 929 1,481 1,005 0 - 1 0 - 2 0 - 3 0 - 4 0 - 5 0 - 10 0
4,809 7,609 8,538 10,019 11,024 G:\\Word\\Images_P\\UFSAR\\2113.ds4 0
0 0
0 0
0 0
0 0
Seasonal Overnight Peak Population (Hotels, Motels and Guesthouses) (0-10 Miles)
SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.1-13
800 0
0 500 0
0 0
0 0
0 672 1,200 0
0 0
N.A.
0 0
0 0
0 0
0 0
0 1,076 0
0 0
0 0
0 0
0 0
0 0
N.A.
0 0
0 300 0
0 400 0
0 0
0 0
1,940 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
760 0
0 0
0 0
0 0
0 1
2 3
4 5
10 1,300 0
760 Miles 0
0 0
0 1,940 700 N.A.
0 0
1,872 N.A.
0 1,076 XXX Total Segment Population SW WSW W
WNW NW NNW N
NNE NE ENE E
SSW Population Totals Ring Miles Ring Population Total Miles Cumulative Population 0 - 1 1 - 2 2 - 3 3 - 4 4 - 5 5 - 10 0
300 500 760 1,600 4.488 0 - 1 0 - 2 0 - 3 0 - 4 0 - 5 0 - 10 0
300 800 1,560 3,160 7,648 G:\\Word\\Images_P\\UFSAR\\2114.ds4 0
0 0
0 0
0 0
0 0
Peak Campground Population (0-10 Miles)
SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.1-14
NE ENE E
2 3
4 5
10 Miles 0
0 0
0 0
0 0
0 0
0 0
188 289 1,914 1,965 664 13 0
0 0
0 0
0 547 190 646 0
0 0
0 0
0 0
461 1,157 1,928 3,546 188 289 1,914 2,642 1,383 XXX Total Segment Vehicles Vehicle Totals Ring Miles Ring Vehicles Total Miles Cumulative Vehicles 0 - 1 1 - 2 2 - 3 3 - 4 4 - 5 5 - 10 0
4,168 852 1,021 1,347 2,574 0 - 1 0 - 2 0 - 3 0 - 4 0 - 5 0 - 10 0
4,168 5,020 6,041 7,388 9,962 G:\\Word\\Images_P\\UFSAR\\2115.ds4
- Data Represents Vehicle Counts for July 22, 1979 (Less Leased Parking Spaces).
Maximum Number of Vehicles Observed in Beach Area Parking Lots (0-10 Miles)
SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.1-15
NE ENE E
2 3
4 5
10 Miles 0
0 0
0 0
0 0
0 0
0 0
646 1,014 8,163 6,989 2,250 112 0
0 0
0 0
0 1,965 998 2.582 0
0 0
0 0
0 0
3,235 5,069 9,651 17,955 646 1,014 8,163 9,351 5,545 XXX Total Segment Population Population Totals Ring Miles Ring Population Total Miles Cumulative Population 0 - 1 1 - 2 2 - 3 3 - 4 4 - 5 5 - 10 0
16,166 2,896 5,312 6,067 12,233 0 - 1 0 - 2 0 - 3 0 - 4 0 - 5 0 - 10 0
16,166 19,062 24,374 30,441 42,674 G:\\Word\\Images_P\\UFSAR\\2116.ds4
- Population = Capacity of Lots (Less Leased Space) x 3.2 Person/Vehicle Beach Area Parking Lots - Estimated Peak Transient Population (0-10 Miles)
SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.1-16
6 - 7 a.m.
8 - 9 10 - 11 1 - 2 p.m.
3 - 4 5 - 6 7 - 8 10 12 a.m.
2 Time of Day 6 - 7 a.m.
8 - 9 10 - 11 1 - 2 p.m.
3 - 4 5 - 6 7 - 8 10 12 a.m.
2 Time of Day 0
400 800 1200 1600 2000 2400 2800 3200 3600 4000 4400 0
400 800 1200 1600 2000 2400 2800 3200 3600 4000 4400 Vehicles Vehicles Sailsbury / Seabrook Beach Areas Hampton Beach Area 7/4 8/9 6/23 9/12 7/8 6/23 8/9 7/18 9/2 7/4 G:\\Word\\Images_P\\UFSAR\\2117.ds4 Time-of-Day Vehicle Distribution in Salisbury, Seabrook, and Hampton Beach Area Parking Lots SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.1-17
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 June July August September 0
2500 5000 7500 10000 12500 15000 0
2500 5000 7500 10000 12500 15000 Car Count Car Count
- Parking Lots
- Street Parking 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 G:\\Word\\Images_P\\UFSAR\\2118.ds4 Total Car Count of Observed Parking Areas - 1979 -
Seabrook Coastal Areas (28 Miles)
SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.1-18
NE ENE E
2 3
4 5
10 Miles 0
0 0
0 0
0 0
0 0
0 0
496 649 257 255 157 24 0
0 0
0 0
0 368 432 548 0
0 0
0 0
0 0
265 299 197 761 496 649 257 436 1,348 XXX Total Segment Vehicles Vehicle Totals Ring Miles Ring Vehicles Total Miles Cumulative Vehicles 0 - 1 1 - 2 2 - 3 3 - 4 4 - 5 5 - 10 0
1,161 653 657 731 745 0 - 1 0 - 2 0 - 3 0 - 4 0 - 5 0 - 10 0
1,161 1,814 2,471 3,202 3,947 G:\\Word\\Images_P\\UFSAR\\2119.ds4 Beach Area On-Street Vehicle Parking Capacity - Daily Transients Only (0-10 Miles)
SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.1-19
NE ENE E
2 3
4 5
10 Miles 0
0 0
0 0
0 0
0 0
0 0
1,587 2,077 822 816 502 77 0
0 0
0 0
0 1,178 1,382 1,754 0
0 0
0 0
0 0
848 957 630 2,435 1,587 2,077 822 1,395 4,314 XXX Total Segment Population Population Totals Ring Miles Ring Population Total Miles Cumulative Population 0 - 1 1 - 2 2 - 3 3 - 4 4 - 5 5 - 10 0
3,715 2,089 2,103 2,339 2,384 0 - 1 0 - 2 0 - 3 0 - 4 0 - 5 0 - 10 0
3,715 5,804 7,907 10,246 12,630 G:\\Word\\Images_P\\UFSAR\\2120.ds4
- Population = On-Street Vehicle Parking Capacity x 3.2 Persons/Vehicle Beach Area On-Street Parking Population Estimate - Daily Transients Only (0-10 Miles)
SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.1-20
Population of Major Employers (0-10)
SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.1-21
Estimated School Population (0-10 Miles)
SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.1-22
Population Associated with Medical-Related Facilities (0-10 Miles)
SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.1-23
Seasonal Resident Population (0-50 Miles)
SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.1-24
Estimated 1970 Total Employment (0-50 Miles)
SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.1-25
1980 Peak Summer Weekend Transient Population (0-10 Miles)
SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.1-26
1980 Peak Summer Weekday Transient Population (0-10 Miles)
SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.1-27
Low Population Zone SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.1-28
Projected 1983 Resident Population - Low Population Zone SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.1-29
Projected 2025 Resident Population - Low Population Zone SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.1-30
1983 Cumulative Resident Population SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.1-31
2025 Cumulative Resident Population SEABROOK STATION UPDATED FINAL SAFETY ANALYSIS REPORT Figure 2.1-32