ML21109A032
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PBAPS UFSAR CHAPTER 02 2-i REV. 25, APRIL 2015 SECTION 2.0 - SITE TABLE OF CONTENTS SECTION TITLE 2.1
SUMMARY
DESCRIPTION 2.2 SITE DESCRIPTION 2.2.1 Location 2.2.2 Property Ownership 2.2.3 Site Arrangement and Exclusion Area 2.2.4 Topography 2.2.5 Site Access and Control 2.2.6 Land Use 2.2.6.1 On-Site 2.2.6.2 Off-Site 2.2.7 Population 2.2.7.1 Five-to Sixty-Mile Population Distribution 2.2.7.2 Zero-to Five-Mile Population Distribution 2.2.7.3 Parameters and Characteristics for a Low Population Zone 2.3 METEOROLOGY 2.3.1 General Meteorological Features 2.3.2 Sources of Data 2.3.3 Onsite Meteorological Measurements 2.3.3.1 Meteorological Measurements Program, 1976 - 1982 2.3.3.2 Meteorological Measurements Program, 1983 -
Present 2.3.3.2.1 Measurements and Instrumentation 2.3.3.2.1.1 Siting 2.3.3.2.1.2 Instrumentation and Performance Specifications 2.3.3.2.1.3 Windspeed 2.3.3.2.1.4 Wind Direction 2.3.3.2.1.5 Sigma Theta (Standard Deviation) 2.3.3.2.1.6 Temperature 2.3.3.2.1.7 Temperature Difference 2.3.3.2.1.8 Dew Point 2.3.3.2.1.9 Precipitation 2.3.3.2.2 Calibration and Maintenance Procedures 2.3.3.2.2.1 Calibration 2.3.3.2.2.2 Maintenance 2.3.3.2.3 Data Communication, Recording and Display 2.3.3.2.3.1 Data Analysis Procedures 2.3.3.2.3.1.1 Data Quality Control 2.3.3.2.3.1.2 Data Reduction
PBAPS UFSAR TABLE OF CONTENTS (cont'd)
SECTION TITLE CHAPTER 02 2-ii REV. 25, APRIL 2015 2.3.4 Standard Meteorological Data 2.3.4.1 Temperature 2.3.4.2 Precipitation 2.3.4.3 High Winds 2.3.4.4 Ice Storms 2.3.5 Diffusion Meteorology 2.3.5.1 Turbulence Classification 2.3.5.2 Wind Direction Distributions 2.3.5.2.1 Class II 2.3.5.2.2 Class V 2.3.5.3 Wind Speed Distributions 2.3.5.4 Lapse Rates 2.3.5.5 Steadiness Analysis 2.3.5.6 Bivane Fluctuations 2.3.5.7 Dispersion Parameters 2.3.5.8 Least Favorable Meteorological Conditions 2.3.6 Summary and Conclusions 2.3.7 Accident Diffusion Estimates 2.3.7.1 Objective 2.3.7.2 Selection of Meteorological Data 2.3.7.3 Calculation of /Q at EAB and LPZ 2.3.7.3.1 PAVAN Meteorological Databases 2.3.7.3.2 Model Input Parameters 2.3.7.3.3 EAB and LPZ /Q Modeling Results 2.3.7.4 Calculation of /Q at the Control Room Intake 2.3.7.4.1 ARCON96 Model Analysis 2.3.7.4.1.1 ARCON96 Meteorological Databases 2.3.7.4.1.2 ARCON96 Input Parameters 2.3.7.4.1.3 ARCON96 Control Room /Q Results 2.3.7.4.2 PAVAN Model Analysis 2.3.7.4.2.1 PAVAN Meteorological Databases 2.3.7.4.2.2 PAVAN Input Parameters 2.3.7.4.2.3 PAVAN Control Room /Q Results 2.3.7.4.3 Control Room /Q Results (in accordance with RG 1.194) 2.4 HYDROLOGY 2.4.1 General 2.4.2 Land Area Ground Hydrology 2.4.2.1 Introduction 2.4.2.2 Surface Water 2.4.2.2.1 Regional 2.4.2.2.2 Site
PBAPS UFSAR TABLE OF CONTENTS (cont'd)
SECTION TITLE CHAPTER 02 2-iii REV. 25, APRIL 2015 2.4.2.3 Ground Water 2.4.2.3.1 Regional 2.4.2.3.2 Site 2.4.2.4 Conclusions 2.4.3 River Hydrology 2.4.3.1 Introduction 2.4.3.2 Stream Flow 2.4.3.3 Factors Influencing the Concentration of Radioactivity in Conowingo Pond After Release 2.4.3.4 Temperature 2.4.3.5 Floods 2.4.3.5.1 River and Dams 2.4.3.5.2 Flood History 2.4.3.5.3 Flood Studies or Flood Design Considerations 2.4.3.5.4 Conowingo Dam 2.4.3.5.5 Emergency Shutdown due to a High or Low Water Level in the Conowingo Pond 2.4.3.5.6 Wind-Generated Waves and Wave Run-Up 2.4.3.5.7 Safe Shutdown of Structures and Components for Units 2 and 3 due to Run-Up of the Maximum Wave Superimposed on the Probable Maximum Flood Water Level 2.4.4 Uses of River 2.4.4.1 Introduction 2.4.4.2 Industrial Use 2.4.4.3 Public Use 2.5 GEOLOGY AND SEISMOLOGY 2.5.1 Introduction 2.5.1.1 Field Explorations 2.5.1.1.1 Test Borings 2.5.1.1.2 Geologic Survey 2.5.1.1.3 Seismic Refraction Survey 2.5.1.1.4 Micromotion Measurements 2.5.1.2 Laboratory Tests 2.5.1.2.1 Unconfined Compression Tests 2.5.1.2.2 Tensile Tests 2.5.1.2.3 Shockscope Tests 2.5.2 Geology 2.5.2.1 Introduction 2.5.2.1.1 Summary 2.5.2.1.2 Geological Program 2.5.2.2 Regional Geology 2.5.2.2.1 Physiography 2.5.2.2.2 Stratigraphy
PBAPS UFSAR TABLE OF CONTENTS (cont'd)
SECTION TITLE CHAPTER 02 2-iv REV. 25, APRIL 2015 2.5.2.2.3 Structure 2.5.2.2.4 Geologic History 2.5.2.3 Site Geology 2.5.2.3.1 General 2.5.2.3.2 Physiography 2.5.2.3.3 Stratigraphy 2.5.2.3.4 Structure 2.5.2.3.5 River Geology 2.5.2.3.6 Conclusions 2.5.3 Seismology 2.5.3.1 Introduction 2.5.3.1.1 Summary 2.5.3.2 Program of Investigation 2.5.3.3 Geologic and Tectonic Background 2.5.3.3.1 Regional Geology 2.5.3.3.2 Site Geology 2.5.3.4 Seismicity 2.5.3.4.1 General 2.5.3.4.2 Regional Relationship of Tectonics to Earthquakes 2.5.3.4.3 Regional Seismicity 2.5.3.4.4 Local Seismicity 2.5.3.5 Site Seismic Evaluation 2.5.3.5.1 Selection of Maximum Credible Earthquake 2.5.3.5.2 Selection of Design Earthquake 2.5.3.6 Seismic Design Criteria 2.5.3.6.1 Response Spectra 2.6 ENVIRONMENTAL RADIATION MONITORING PROGRAM 2.6.1 General 2.6.2 Pre-operational Radiation Monitoring Program Description 2.6.3 Pre-operational Radiation Monitoring Program Results 2.6.4 Additional Cooperative Monitoring Programs 2.7 FOUNDATION ANALYSIS 2.7.1 General 2.7.2 Field Explorations 2.7.2.1 Test Borings 2.7.2.2 Field Permeability Tests 2.7.3 Laboratory Tests 2.7.4 Subsurface Conditions 2.7.5 General Foundation Criteria
PBAPS UFSAR TABLE OF CONTENTS (cont'd)
SECTION TITLE CHAPTER 02 2-v REV. 25, APRIL 2015 2.7.5.1 General 2.7.5.2 Spread or Mat Foundations 2.7.5.3 Pile Foundations 2.7.6 Foundations for Structures 2.7.6.1 General 2.7.6.2 Design Considerations 2.7.6.3 Major Structures 2.7.6.4 Auxiliary Structures 2.7.6.5 Marine Structures 2.7.6.5.1 Pump Structure 2.7.6.5.2 Cooling Towers 2.7.6.5.3 Offshore Embankments 2.7.6.5.4 Additional Structures 2.8 SITE PREPARATION 2.8.1 General 2.8.2 Major Slopes 2.8.2.1 General 2.8.2.1.1 Soil 2.8.2.1.2 Weathered Rock 2.8.2.1.3 Relatively Fresh Rock 2.8.2.2 Benches 2.8.3 Surface Ravelling and Rock Falls 2.8.4 Rock Blasting 2.8.5 Dewatering 2.8.6 Backfilling 2.9 SLOPE STABILITY 2.9.1 General 2.9.2 Rock Character 2.9.3 Geometry of Constructed Slopes 2.9.4 Stability Analysis 2.9.5 Rock Properties 2.9.6 Sliding Block Analyses 2.9.7 Curved Surface of Sliding Analyses 2.9.8 Finite Element Analyses 2.9.9 Bore Hole Extensometers 2.9.10 Conclusions
PBAPS UFSAR CHAPTER 02 2-vi REV. 25, APRIL 2015 SECTION 2.0 - SITE LIST OF TABLES TABLE TITLE 2.2.1 Maximum Elevation of Terrain Versus Distance From Off-Gas Stack 2.2.2 Percent of County Land Used for Farming in the Five-County Area Surrounding the Peach Bottom Site 2.2.3 Agricultural Employment in the Five-County Area Surrounding the Peach Bottom Site 2.2.4 Value of Farm Products Sold in the Five-County Area Surrounding the Peach Bottom Site 2.2.5 Employment in Five-County Area Surrounding the Peach Bottom Site 2.2.6 Manufacturing Establishments and Employment in Chester County, Pennsylvania 2.2.7 Manufacturing Establishments and Employment in Lancaster County, Pennsylvania 2.2.8 Manufacturing Establishments and Employment in York County, Pennsylvania 2.2.9 Manufacturing Establishments and Employment in Cecil County, Maryland 2.2.10 Manufacturing Establishments and Employment in Harford County, Maryland 2.2.11 Manufacturing Establishments and Employment in the Five-County Area Surrounding the Peach Bottom Site 2.2.12 Companies Located Within 10 Miles of the Peach Bottom Site 2.2.13 Counties Lying Within About 50 Miles of the Peach Bottom Site
PBAPS UFSAR LIST OF TABLES (cont'd)
TABLE TITLE CHAPTER 02 2-vii REV. 25, APRIL 2015 2.2.14 Employment in Counties Within 50 Miles of the Peach Bottom Site 2.2.15 Manufacturing Establishments and Employments in Counties Within Approximately 50 Miles of the Peach Bottom Site 2.2.15.1 Airports Within 10 Miles of the Peach Bottom Atomic Power Station 2.2.16 Bureau of Census and Projected Population of Counties Lying Within 60-Mile Radius of the Peach Bottom Site 2.2.17 Population of Minor Civil Subdivisions Lying Between 5 Miles and 10 Miles of Peach Bottom Units 2 and 3 (HISTORICAL) 2.2.18 Population of Minor Civil Subdivisions Lying Between 10 Miles and 20 Miles of Peach Bottom Units 2 and 3 (HISTORICAL) 2.2.19 Population of Minor Civil Subdivisions Lying Between 20 Miles and 30 Miles of Peach Bottom Units 2 and 3 (HISTORICAL) 2.2.20 Population of Minor Civil Subdivisions Lying Between 30 Miles and 40 Miles of Peach Bottom Units 2 and 3 (HISTORICAL) 2.2.21 Population of Minor Civil Subdivisions Lying Between 40 Miles and 50 Miles of Peach Bottom Units 2 and 3 (HISTORICAL) 2.2.22 Population of Minor Civil Subdivisions Lying Between 50 Miles and 60 Miles of Peach Bottom Units 2 and 3 (HISTORICAL) 2.2.23 Population Distribution Between 5 Miles and 60 Miles of Peach Bottom Units 2 and 3 by Radial Increment and by Direction from Site (HISTORICAL)
PBAPS UFSAR LIST OF TABLES (cont'd)
TABLE TITLE CHAPTER 02 2-viii REV. 25, APRIL 2015 2.2.23.1 Comparison Between 1970 Projected and 1970 Census Population Distribution Between 5 Miles and 60 Miles of the Peach Bottom Units 2 and 3 by Radial Increment and by Direction from Site (HISTORICAL) 2.2.24 Population Density Between 5 Miles and 60 Miles of Peach Bottom Units 2 and 3 by Radial Increment and by Direction from Site (HISTORICAL) 2.2.24.1 Comparison Between 1970 Projected and 1970 Census Population Density Between 5 Miles and 60 Miles of Peach Bottom Units 2 and 3 by Radial Increment and by Direction from Site (HISTORICAL) 2.2.25 Initial Estimated Population Distribution Within 5 Miles of Peach Bottom Units 2 and 3 by Radial 1-Mile Increments and by Direction from Site 2.2.25.1 Current Estimated Population Distribution Within 5 Miles of Peach Bottom Units 2 and 3 by Radial 1-Mile Increments and by Direction from Site 2.2.26 Initial Estimated Population Density Within 5 Miles of Peach Bottom Units 2 and 3 by Radial 1-Mile Increments and by Direction from Site 2.2.26.1 Current Estimated Population Density Within 5 Miles of Peach Bottom Units 2 and 3 by Radial 3-Mile Increments and by Direction from Site 2.2.27 Current Estimated Population Distribution Within the Low Population Zone Around Peach Bottom Units 2 and 3 by Radial 1-Mile Increments and by Direction from Site 2.3.1 Elevation of Peach Bottom Weather Instruments 2.3.1-A Elevation of Peach Bottom Weather Instruments (a) - 1983 System Upgrade 2.3.2 Sample Weather Data Listings, Weather Station No. 1
PBAPS UFSAR LIST OF TABLES (cont'd)
TABLE TITLE CHAPTER 02 2-ix REV. 25, APRIL 2015 2.3.3 Sample Weather Data Listings, Weather Station No. 2 2.3.4 Distribution of Hourly Temperatures, Peach Bottom Weather Station No. 1, Location T1 (Nominal 30-Ft Level, EL 152 Ft MSL) 2.3.5 Distribution of Hourly Temperatures, Peach Bottom Weather Station No. 2, Location T5 (Nominal 75-Ft Level, EL 443 Ft MSL) 2.3.6 Precipitation, Peach Bottom Weather Station No. 1 2.3.7 Precipitation, Peach Bottom Weather Station No. 2 2.3.8 Distribution of Peak Winds, Philadelphia International Airport 2.3.9 Highest Mean Hourly Wind Speed and Estimated Peak Gust, Peach Bottom Weather Station No. 2, Location W6 (Nominal 320-Ft Level, EL 688 Ft MSL) 2.3.10 Turbulence Classification 2.3.11 Percentage Frequency of Turbulence Classes, Peach Bottom Weather Station No. 1, Location W2 (Nominal 100-Ft Level, EL 211 Ft MSL) 2.3.12 Percentage Frequency of Turbulence Classes, Peach Bottom Weather Station No. 2, Location W6 (Nominal 320-Ft Level, EL 688 Ft MSL) 2.3.13 Relation Between Lapse Rates and Turbulence Classes 2.3.14 Annual Distribution of Wind by Turbulence Class and Direction, Peach Bottom Weather Station No. 1, Location W2 (Nominal 100-Ft Level, EL 211 Ft MSL) 2.3.15 Annual Distribution of Wind by Turbulence Class and Direction, Peach Bottom Weather Station No. 2, Location W6 (Nominal 320-Ft Level, EL 688 Ft MSL)
PBAPS UFSAR LIST OF TABLES (cont'd)
TABLE TITLE CHAPTER 02 2-x REV. 25, APRIL 2015 2.3.16 Mean Annual Wind Speeds at Various Levels, Peach Bottom Weather Stations Nos. 1 and 2 2.3.17 Percentage Frequency of Wind Speeds By Turbulence Classes, Location W1 (Nominal 30-Ft Level, EL 152 Ft MSL) 2.3.18 Percentage Frequency of Wind Speeds by Turbulence Classes, Location W2 (Nominal 100-Ft Level, EL 211 Ft MSL) 2.3.19 Percentage Frequency of Wind Speeds by Turbulence Classes, Location W3 (Hill Pole, EL 302 Ft MSL) 2.3.20 Percentage Frequency of Wind Speeds by Turbulence Classes, Location W4 (Nominal 75-Ft Level, EL 443 Ft MSL) 2.3.21 Percentage Frequency of Wind Speeds by Turbulence Classes, Location W6 (Nominal 320-Ft Level, EL 688 Ft MSL) 2.3.22 Percentage Frequency of Wind Speeds by Turbulence Classes, Location W7 (River Tower, EL 164 Ft MSL) 2.3.23 Percentage Frequency of Lapse Rates, Peach Bottom Weather Station No. 1 2.3.24 Percentage Frequency of Lapse Rates, Peach Bottom Weather Station No. 2 2.3.25 Steadiness Factors, Peach Bottom Weather Station No. 1, Nominal 100-Ft Level (EL 211 Ft MSL) 2.3.26 Steadiness Factors, Peach Bottom Weather Station No. 2, Nominal 320-Ft Level (EL 688 Ft MSL) 2.3.27 Bivane Measurements, Peach Bottom Weather Station No. 2, Nominal 150-Ft Level (EL 518 Ft MSL) 2.3.28 Least Favorable Meteorological Conditions
PBAPS UFSAR LIST OF TABLES (cont'd)
TABLE TITLE CHAPTER 02 2-xi REV. 25, APRIL 2015 2.3.29 Joint Frequency Distributions 2.4.1 Field Permeability Test Data, Pump-In Tests 2.4.2 Field Permeability Test Data, Pump-Out Tests 2.4.3 Percolation Test Data 2.4.4 Water Temperature Data 2.4.5 Natural River Flow of the Susquehanna River at Conowingo Dam 2.4.6 Minimum Average 7-Day Flows at Conowingo for the Various Months of the Year 2.4.7 Dams and Reservoirs on Tributaries of the Susquehanna River 2.4.8 Maximum Concentration in Conowingo Pond from a One-Millicurie/Day Steady-State Discharge from Peach Bottom Units 2 and 3 2.4.9 Maximum Concentration Resulting from an Arbitrary One-Curie Slug Release into the Peach Bottom Discharge Canal 2.4.10 Time in Days After Release to Reach Various Concentrations for an Arbitrary One-Curie Slug Release from the Peach Bottom Discharge 2.4.11 Chronological List of Floods Peak Discharges For Susquehanna River at Harrisburg, Pa.
2.5.1 Rock Tensile Test Data 2.5.2 Shockscope Test Results 2.5.3 Significant Earthquakes Within About 100 Miles of Peach Bottom, Pennsylvania 2.9.1 Design Slopes 2.9.2 Rock Properties 2.9.3 Parameters Used in Curved Surface Stability Analyses
PBAPS UFSAR LIST OF TABLES (cont'd)
TABLE TITLE CHAPTER 02 2-xii REV. 25, APRIL 2015 2.9.4 Parameters Used in Finite Element Analyses
PBAPS UFSAR CHAPTER 02 2-xiii REV. 25, APRIL 2015 SECTION 2.0 - SITE LIST OF FIGURES FIGURE TITLE 2.2.1 Map of Area Surrounding Peach Bottom Atomic Power Station 2.2.2 Ten-Mile Radius Topographical Map - Northern Region 2.2.3 Ten-Mile Radius Topographical Map - Southern Region 2.2.4 Site Access 2.2.5 Exclusion Area 2.2.6 Aerial Photograph of Site, Looking Approximately Toward the West, Prior to Construction of Unit 1 2.2.7 Aerial Photograph of Site, Looking Approximately Toward the North-Northeast, Prior to Construction of Unit 1 2.2.8 Aerial Photograph of Site, Looking Approximately Toward the West-Northwest, After Completion of Unit 1 2.2.9 Deleted 2.2.10 Deleted 2.2.11 Aerial Photograph of Site, Looking Approximately Toward the Northwest, December 1969 2.2.12 Aerial Photograph of Site, Looking Approximately Toward the East-Southeast, November 1969 2.2.13 Maximum Elevation of Terrain vs. Distance from Stack 2.2.14 1980 Population Projection for Various Counties of Maryland
PBAPS UFSAR LIST OF FIGURES (cont'd)
FIGURE TITLE CHAPTER 02 2-xiv REV. 25, APRIL 2015 2.2.15 1966 and 1970 Estimated Population Cumulative from Reactor Location-by Direction to 5 Miles 2.2.16 1970 Estimated and Census Population Cumulative from Reactor Location By Direction from 5 Miles to 60 Miles 2.2.17 Population Center Distances Within a 60 Mile Radius 2.3.1 Location of Meteorological Instruments 2.3.2 Elevations of Meteorological Instruments and Gaseous Release Points 2.3.2-A Elevations of Meteorological Instruments and Gaseous Release Points - 1983 System Upgrade 2.3.3 Jan-Feb-Mar Wind Rose, Peach Bottom Weather Station No. 1, Location Wl (Tower No. 1),
Nominal 30-Ft Level, El 153 Ft MSL, Turbulence Class II 2.3.4 Jul-Aug-Sep Wind Rose, Peach Bottom Weather Station No. 1, Location Wl (Tower No. 1),
Nominal 30-Ft Level, El 153 Ft MSL, Turbulence Class II 2.3.5 Jan-Feb-Mar Wind Rose, Peach Bottom Weather Station No. 1, Location W2 (Tower No. 1),
Nominal 100-Ft Level, El 211 Ft MSL, Turbulence Class II 2.3.6 Jul-Aug-Sep Wind Rose, Peach Bottom Weather Station No. 1, Location W2 (Tower No. 1),
Nominal 100-Ft Level, El 211 Ft MSL, Turbulence Class II 2.3.7 Jan-Feb-Mar Wind Rose, Peach Bottom Weather Station No. 1, Location W3 (Hill Pole),
Nominal 40-Ft Level, El 302 Ft MSL, Turbulence Class II
PBAPS UFSAR LIST OF FIGURES (cont'd)
FIGURE TITLE CHAPTER 02 2-xv REV. 25, APRIL 2015 2.3.8 Jul-Aug-Sep Wind Rose, Peach Bottom Weather Station No. 1, Location W3 (Hill Pole),
Nominal 40-Ft Level, El 302 Ft MSL, Turbulence Class II 2.3.9 Jan-Feb-Mar Wind Rose, Peach Bottom Weather Station No. 2, Location W6 (Microwave Tower),
Nominal 320-Ft Level, El 688 Ft MSL, Turbulence Class II 2.3.10 Jul-Aug-Sep Wind Rose, Peach Bottom Weather Station No. 2, Location W6 (Microwave Tower)
Nominal 320-Ft Level, El 688 Ft MSL, Turbulence Class II 2.3.11 Jan-Feb-Mar Wind Rose, Peach Bottom Weather Station No. 2, Location W7 (River Tower),
Nominal 50-Ft Level, El 164 Ft MSL, Turbulence Class II 2.3.12 Jul-Aug-Sep Wind Rose, Peach Bottom Weather Station No. 2, Location W7 (River Tower),
Nominal 50-Ft Level, El 164 Ft MSL, Turbulence Class II 2.3.13 Jan-Feb-Mar Wind Rose, Peach Bottom Weather Station No. 1, Location Wl (Tower No. 1),
Nominal 30-Ft Level, El 153 Ft MSL, Turbulence Class V 2.3.14 Jul-Aug-Sep Wind Rose, Peach Bottom Weather Station No. 1, Location Wl (Tower No. 1)
Nominal 30-Ft Level, El 153 Ft MSL, Turbulence Class V 2.3.15 Jan-Feb-Mar Wind Rose, Peach Bottom Weather Station No. 1, Location W2 (Tower No. 1),
Nominal 100-Ft Level, El 211 Ft MSL, Turbulence Class V 2.3.16 Jul-Aug-Sep Wind Rose, Peach Bottom Weather Station No. 1, Location W2 (Tower No. 1),
Nominal 100-Ft Level, El 211 Ft MSL, Turbulence Class V
PBAPS UFSAR LIST OF FIGURES (cont'd)
FIGURE TITLE CHAPTER 02 2-xvi REV. 25, APRIL 2015 2.3.17 Jan-Feb-Mar Wind Rose, Peach Bottom Weather Station No. 1, Location W3 (Hill Pole),
Nominal 40-Ft Level, El 302 Ft MSL, Turbulence Class V 2.3.18 Jul-Aug-Sep Wind Rose, Peach Bottom Weather Station No. 1, Location W3 (Hill Pole),
Nominal 40-Ft Level, El 302 Ft MSL, Turbulence Class V 2.3.19 Jan-Feb-Mar Wind Rose, Peach Bottom Weather Station No. 2, Location W6 (Microwave Tower),
Nominal 320-Ft Level, El 688 Ft MSL, Turbulence Class V 2.3.20 Jul-Aug-Sep Wind Rose, Peach Bottom Weather Station No. 2, Location W6 (Microwave Tower)
Nominal 320-Ft Level, El 688 Ft MSL, Turbulence Class V 2.3.21 Jan-Feb-Mar Wind Rose, Peach Bottom Weather Station No. 2, Location W7 (River Tower),
Nominal 50-Ft Level, El 164 Ft MSL, Turbulence Class V 2.3.22 Jul-Aug-Sep Wind Rose, Peach Bottom Weather Station No. 2, Location W7 (River Tower),
Nominal 50-Ft Level, El 164 Ft MSL, Turbulence Class V 2.3.23 Annual Wind Rose, Peach Bottom Weather Station No. 1, Location Wl (Tower No. 1), Nominal 30-Ft Level, El 153 Ft MSL, All Turbulence Classes 2.3.24 Annual Wind Rose, Peach Bottom Weather Station No. 1, Location W2 (Tower No. 1), Nominal 100-Ft Level, El 211 Ft MSL, All Turbulence Classes 2.3.25 Annual Wind Rose, Peach Bottom Weather Station No. 1, Location W3 (Hill Pole), Nominal 40-Ft Level, El 302 Ft MSL, All Turbulence Classes 2.3.26 Annual Wind Rose, Peach Bottom Weather Station No. 2, Location W4 (Microwave Tower), Nominal 75-Ft Level, El 443 Ft MSL, All Turbulence Classes
PBAPS UFSAR LIST OF FIGURES (cont'd)
FIGURE TITLE CHAPTER 02 2-xvii REV. 25, APRIL 2015 2.3.27 Annual Wind Rose, Peach Bottom Weather Station No. 2, Location W6 (Microwave Tower), Nominal 320-Ft Level, El 688 Ft MSL, All Turbulence Classes 2.3.28 Annual Wind Rose, Peach Bottom Weather Station No. 2, Location W7 (River Tower), Nominal 50-Ft Level, El 164 Ft MSL, All Turbulence Classes 2.3.29 Diurnal Variation of Lapse Rate, Peach Bottom Weather Station No. 1, January, 1968 2.3.30 Diurnal Variation of Lapse Rate, Peach Bottom Weather Station No. 1, April, 1968 2.3.31 Diurnal Variation of Lapse Rate, Peach Bottom Weather Station No. 1, August, 1967 2.3.32 Diurnal Variation of Lapse Rate, Peach Bottom Weather Station No. 1, October, 1967 2.3.33 Diurnal Variation of Lapse Rate, Peach Bottom Weather Station No. 2, January, 1968 2.3.34 Diurnal Variation of Lapse Rate, Peach Bottom Weather Station No. 2, April, 1968 2.3.35 Diurnal Variation of Lapse Rate, Peach Bottom Weather Station No. 2, August, 1967 2.3.36 Diurnal Variation of Lapse Rate, Peach Bottom Weather Station No. 2, October, 1967 2.3.37 Relative Elevations of Meteorological Sensors and Release Points 2.4.1 Major Gaging Stations and Corresponding Drainage Areas 2.4.2 Flow Duration Curves - Susquehanna River at Conowingo 2.4.3 Susquehanna River Basin 2.5.1 Epicentral Location
PBAPS UFSAR LIST OF FIGURES (cont'd)
FIGURE TITLE CHAPTER 02 2-xviii REV. 25, APRIL 2015 2.6.1 Environmental Radiation Sampling Stations Within 10 Miles of Site 2.6.2 Environmental Radiation Sampling Stations Farther Than 10 Miles from Site 2.7.1 Boring Plan - Plant Area 2.7.2 Log of Boring 2.7.3 Log of Boring 2.7.4 Log of Boring 2.7.5 Log of Boring 2.7.6 Log of Boring 2.7.7 Log of Boring 2.7.8 Log of Borings 2.7.9 Log of Boring 2.8.1 Subsurface Section 2.8.2 Subsurface Section 2.8.3 Attenuation Curves 2.9.1 Soil-Rock Profile 2.9.2 Finite Element Mesh 2.9.3 Maximum Principal Stress 2.9.4 Minimum Principal Stress 2.9.5 Stress Directions