ML19150A434
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GINNA/UFSAR 2 SITE CHARACTERISTICS 1 2.1 GEOGRAPHY AND DEMOGRAPHY 2 2.1.1 SITE LOCATION AND DESCRIPTION 2 2.1.2 EXCLUSION AREA AUTHORITY AND CONTROL 2 2.1.3 POPULATION DISTRIBUTION 3 2.1.3.1 Population Within Five Miles 3 2.1.3.2 Population Within Forty Miles 4 2.1.3.3 Transient Population 4 2.1.3.4 Low-Population Zone 4 2.1.3.5 Population Center 5 2.1.3.6 1989 Updated Population Data 5 REFERENCES FOR SECTION 2.1 6 2.2 NEARBY INDUSTRIAL, TRANSPORTATION, AND MILITARY FACILITIES 7 2.2.1 LOCATIONS AND ROUTES 7 2.
2.2 DESCRIPTION
7 2.2.2.1 Railroads 7 2.2.2.2 Pipelines 7 2.2.2.3 Waterways 7 2.2.2.4 Airports 8 2.2.2.5 Military Facilities 8 2.2.2.6 Toxic Chemicals 9 2.2.2.6.1 Onsite Toxic Chemicals 9 2.2.2.6.2 Offsite Toxic Chemicals 10 REFERENCES FOR SECTION 2.2 11 Table 2.2-1 TYPICAL INDUSTRIES IN WAYNE COUNTY (CIRCA 1969) 12 Table 2.2-2 TYPICAL INDUSTRIES IN THE ROCHESTER AREA OF MON- ROE COUNTY (CIRCA 1969) (LOCATED 18 MILES WEST OF THE SITE) 15 2.3 METEOROLOGY 16 2.3.1 REGIONAL CLIMATOLOGY 16 2.3.2 LOCAL METEOROLOGY 16 2.3.2.1 Meteorological Parameters 16 2.3.2.2 Severe Weather 16 2.3.3 ONSITE METEOROLOGICAL MEASUREMENTS PROGRAM 17 2.3.4 DIFFUSION ESTIMATES 19 2.3.4.1 Long-Term Diffusion Characteristics 19 2.3.4.1.1 Meteorological Data 19 2.3.4.1.2 Airflow Trajectory and Terrain Influences 19 Page 1 of 10 Revision 28 5/2019
GINNA/UFSAR 2.3.4.1.3 Atmospheric Diffusion Model 20 2.3.4.1.1 Source Configuration Considerations 21 2.3.4.1.1.1 Unobstructed Release Point 21 2.3.4.1.1.2 Obstructed Release Point 22 2.3.4.1.5 Removal Mechanisms 23 2.3.4.1.6 Summary of Plant Discharges 23 2.3.4.1.7 Input Assumptions 23 2.3.4.1.8 Results 24 2.3.4.2 Accident Analysis Diffusion Characteristics 24 2.3.4.2.1 Nuclear Regulatory Commission Evaluation (Historical) 24 2.3.4.2.1 Rochester Gas and Electric Corporation Evaluation (Historical) 26 2.3.4.2.2 Current Approved Evaluation 26 2.3.4.2.1 Conclusions 27 REFERENCES FOR SECTION 2.3 28 Table 2.3-1 WIND VELOCITY
SUMMARY
GINNA SITE TOWER, 50 FT.
TOWER (FEBRUARY 1965 - JANUARY 1967, INCLUSIVE) 30 Table 2.3-2 WIND VELOCITY
SUMMARY
GINNA SITE TOWER, 150 FT.
TOWER (FEBRUARY 1965 - JANUARY 1967, INCLUSIVE) 31 Table 2.3-3 WIND VELOCITY
SUMMARY
GINNA SITE TOWER, 250 FT.
TOWER (FEBRUARY 1965 - JANUARY 1967, INCLUSIVE) 32 Table 2.3-4 WIND VELOCITY
SUMMARY
(HOURS) ROCHESTER AIRPORT FIVE YEARS 33 Table 2.3-5 WIND VELOCITY
SUMMARY
(HOURS) DURING PRECIPITA TION ROCHESTER AIRPORT 34 Table 2.3-6 WIND VELOCITY
SUMMARY
(HOURS) ROCHESTER COAST GUARD STATION (1951 - 1955) 35 Table 2.3-7
SUMMARY
OF METEOROLOGICAL DATA GINNA SITE 36 Table 2.3-8a JOINT FREQUENCY TABLES OF WIND SPEED AND DIRECTION FROM 33-FT LEVEL FOR 1975 (TEMPERATURE DIFFERENCE BETWEEN 150 FT AND 33 FT) 37 Table 2.3-8b JOINT FREQUENCY TABLES OF WIND SPEED AND DIRECTION FROM 33-FT LEVEL FOR 1975 (TEMPERATURE DIFFERENCE BETWEEN 150 FT AND 33 FT) 38 Table 2.3-8c JOINT FREQUENCY TABLES OF WIND SPEED AND DIREC TION FROM 33-FT LEVEL FOR 1975 (TEMPERATURE DIFFERENCE BETWEEN 150 FT AND 33 FT) 39 Table 2.3-8d JOINT FREQUENCY TABLES OF WIND SPEED AND DIRECTION Page 2 of 10 Revision 28 5/2019
GINNA/UFSAR FROM 33-FT LEVEL FOR 1975 (TEMPERATURE DIFFERENCE BETWEEN 150 FT AND 33 FT) 40 Table 2.3-8e JOINT FREQUENCY TABLES OF WIND SPEED AND DIRECTION FROM 33-FT LEVEL FOR 1975 (TEMPERATURE DIFFERENCE BETWEEN 150 FT AND 33 FT) 41 Table 2.3-8f JOINT FREQUENCY TABLES OF WIND SPEED AND DIRECTION FROM 33-FT LEVEL FOR 1975 (TEMPERATURE DIFFERENCE BETWEEN 150 FT AND 33 FT) 42 Table 2.3-8g JOINT FREQUENCY TABLES OF WIND SPEED AND DIRECTION FROM 33-FT LEVEL FOR 1975 (TEMPERATURE DIFFERENCE BETWEEN 150 FT AND 33 FT) 43 Table 2.3-8h JOINT FREQUENCY TABLES OF WIND SPEED AND DIRECTION FROM 33-FT LEVEL FOR 1975 (TEMPERATURE DIFFERENCE BETWEEN 150 FT AND 33 FT) 44 Table 2.3-8i JOINT FREQUENCY TABLES OF WIND SPEED AND DIRECTION FROM 33-FT LEVEL FOR 1975 (TEMPERATURE DIFFERENCE BETWEEN 150 FT AND 33 FT) 45 Table 2.3-8j JOINT FREQUENCY TABLES OF WIND SPEED AND DIRECTION FROM 33-FT LEVEL FOR 1975 (TEMPERATURE DIFFERENCE BETWEEN 150 FT AND 33 FT) 46 Table 2.3-8k JOINT FREQUENCY TABLES OF WIND SPEED AND DIRECTION FROM 33-FT LEVEL FOR 1975 (TEMPERATURE DIFFERENCE BETWEEN 150 FT AND 33 FT) 47 Table 2.3-8l JOINT FREQUENCY TABLES OF WIND SPEED AND DIRECTION FROM 33-FT LEVEL FOR 1975 (TEMPERATURE DIFFERENCE BETWEEN 150 FT AND 33 FT) 48 Table 2.3-8m JOINT FREQUENCY TABLES OF WIND SPEED AND DIRECTION F ROM 33-FT LEVEL FOR 1975 (TEMPERATURE DIFFERENCE BETWEEN 150 FT AND 33 FT) 49 Table 2.3-8n JOINT FREQUENCY TABLES OF WIND SPEED AND DIRECTION FROM 33-FT LEVEL FOR 1975 (TEMPERATURE DIFFERENCE BETWEEN 150 FT AND 33 FT) 50 Table 2.3-9a JOINT FREQUENCY TABLES OF WIND SPEED AND DIRECTION FROM 50-FT LEVEL FOR 1966, 1967, AND 1973-74 (TEMPERATURE DIFFERENCE BETWEEN 150 FT AND 10 FT; ADJUSTED TO 150 FT TO 33 FT. SPEED ADJUSTED TO 33 FT.) 51 Table 2.3-9b JOINT FREQUENCY TABLES OF WIND SPEED AND DIRECTION FROM 50-FT LEVEL FOR 1966, 1967, AND 1973-74 (TEM PERATURE DIFFERENCE BETWEEN 150 FT AND 10 FT; ADJUSTED TO 150 FT TO 33 FT. SPEED ADJUSTED TO 33 FT.) 52 Page 3 of 10 Revision 28 5/2019
GINNA/UFSAR Table 2.3-9c JOINT FREQUENCY TABLES OF WIND SPEED AND DIRECTION FROM 50-FT LEVEL FOR 1966, 1967, AND 1973-74 (TEMPERATURE DIFFERENCE BETWEEN 150 FT AND 10 FT; ADJUSTED TO 150 FT TO 33 FT. SPEED ADJUSTED TO 33 FT.) 53 Table 2.3-9d JOINT FREQUENCY TABLES OF WIND SPEED AND DIRECTION FROM 50-FT LEVEL FOR 1966, 1967, AND 1973-74 (TEMPERATURE DIFFERENCE BETWEEN 150 FT AND 10 FT; ADJUSTED TO 150 FT TO 33 FT. SPEED ADJUSTED TO 33 FT.) 54 Table 2.3-9e JOINT FREQUENCY TABLES OF WIND SPEED AND DIRECTION FROM 50-FT LEVEL FOR 1966, 1967, AND 1973-74 (TEMPERATURE DIFFERENCE BETWEEN 150 FT AND 10 FT; ADJUSTED TO 150 FT TO 33 FT. SPEED ADJUSTED TO 33 FT.) 55 Table 2.3-9f JOINT FREQUENCY TABLES OF WIND SPEED AND DIRECTION FROM 50-FT LEVEL FOR 1966, 1967, AND 1973-74 (TEMPERATURE DIFFERENCE BETWEEN 150 FT AND 10 FT; ADJUSTED TO 150 FT TO 33 FT. SPEED ADJUSTED TO 33 FT.) 56 Table 2.3-9g JOINT FREQUENCY TABLES OF WIND SPEED AND DIRECTION FROM 50-FT LEVEL FOR 1966, 1967, AND 1973-74 (TEMPERATURE DIFFERENCE BETWEEN 150 FT AND 10 FT; ADJUSTED TO 150 FT TO 33 FT. SPEED ADJUSTED TO 33 FT.) 57 Table 2.3-9h JOINT FREQUENCY TABLES OF WIND SPEED AND DIRECTION FROM 50-FT LEVEL FOR 1966, 1967, AND 1973-74 (TEMPERATURE DIFFERENCE BETWEEN 150 FT AND 10 FT; ADJUSTED TO 150 FT TO 33 FT. SPEED ADJUSTED TO 33 FT.) 58 Table 2.3-9i JOINT FREQUENCY TABLES OF WIND SPEED AND DIRECTION FROM 50-FT LEVEL FOR 1966, 1967, AND 1973-74 (TEMPERATURE DIFFERENCE BETWEEN 150 FT AND 10 FT; ADJUSTED TO 150 FT TO 33 FT. SPEED ADJUSTED TO 33 FT.) 59 Table 2.3-9j JOINT FREQUENCY TABLES OF WIND SPEED AND DIRECTION FROM 50-FT LEVEL FOR 1966, 1967, AND 1973-74 (TEMPERATURE DIFFERENCE BETWEEN 150 FT AND 10 FT; ADJUSTED TO 150 FT TO 33 FT. SPEED ADJUSTED TO 33 FT.) 60 Table 2.3-9k JOINT FREQUENCY TABLES OF WIND SPEED AND DIRECTION FROM 50-FT LEVEL FOR 1966, 1967, AND 1973-74 (TEMPERATURE DIFFERENCE BETWEEN 150 FT AND 10 FT; ADJUSTED TO 150 FT TO 33 FT. SPEED ADJUSTED TO 33 FT.) 61 Table 2.3-9l JOINT FREQUENCY TABLES OF WIND SPEED AND DIRECTION FROM 50-FT LEVEL FOR 1966, 1967, AND 1973-74 (TEMPERATURE DIFFERENCE BETWEEN 150 FT AND 10 FT; ADJUSTED TO 150 FT TO 33 FT. SPEED ADJUSTED TO 33 FT.) 62 Page 4 of 10 Revision 28 5/2019
GINNA/UFSAR Table 2.3-9m JOINT FREQUENCY TABLES OF WIND SPEED AND DIRECTION FROM 50-FT LEVEL FOR 1966, 1967, AND 1973-74 (TEMPERATURE DIFFERENCE BETWEEN 150 FT AND 10 FT; ADJUSTED TO 150 FT TO 33 FT. SPEED ADJUSTED TO 33 FT.) 63 Table 2.3-9n JOINT FREQUENCY TABLES OF WIND SPEED AND DIRECTION FROM 50-FT LEVEL FOR 1966, 1967, AND 1973-74 (TEMPERATURE DIFFERENCE BETWEEN 150 FT AND 10 FT; ADJUSTED TO 150 FT TO 33 FT. SPEED ADJUSTED TO 33 FT.) 64 Table 2.3-10 GASEOUS DISCHARGE POINTS AT THE GINNA SITE 65 Table 2.3-11 VENT DESIGN INFORMATION FOR GINNA 66 Table 2.3-12 TABULATION OF INPUT ASSUMPTIONS FOR CALCULATIONS 67 Table 2.3-13 TOPOGRAPHIC ELEVATIONS FEET (MSL) FOR GINNA SITE PLANT GRADE IS 270 FEET 68 Table 2.3-14 ANNUAL DIFFUSION AND DEPOSITION ESTIMATES FOR ALL RECEPTOR LOCATIONS, RELEASE POINT: PLANT VENTS, WAKE-SPLIT 69 Table 2.3-15 GRAZING SEASON DIFFUSION AND DEPOSITION ESTIMATES FOR LIVESTOCK RECEPTOR LOCATIONS, RELEASE POINT:
PLANT VENTS, WAKE-SPLIT 70 Table 2.3-16 GRAZING SEASON DIFFUSION AND DEPOSITION ESTIMATES FOR ALL RECEPTOR LOCATIONS, RELEASE POINT: PLANT VENTS, WAKE-SPLIT 71 Table 2.3-17 ANNUAL DIFFUSION AND DEPOSITION ESTIMATES FOR ALL RECEPTOR LOCATIONS, RELEASE POINT: GROUND RELEASE IN BUILDING WAKE 72 Table 2.3-18 GRAZING SEASON DIFFUSION AND DEPOSITION ESTIMATES FOR LIVESTOCK RECEPTOR LOCATIONS, RELEASE POINT:
ASSUMED GROUND RELEASE IN BUILDING WAKE 73 Table 2.3-19 GRAZING SEASON DIFFUSION AND DEPOSITION ESTIMATES FOR ALL RECEPTOR LOCATIONS, RELEASE POINT: ASSUMED GROUND RELEASE IN BUILDING WAKE 74 Table 2.3-20 EXCLUSION AREA BOUNDARY DISTANCES 75 Table 2.3-21 KRPavan DIRECTION-DEPENDENT EAB x/Q
SUMMARY
76 Table 2.3-22 KRPavan DIRECTION-DEPENDENT LPZ X/Q
SUMMARY
78 2.4 HYDROLOGIC ENGINEERING 80 2.4.1 HYDROLOGIC DESCRIPTION 80 2.4.2 FLOODS 80 2.4.2.1 Flood Design Considerations 80 2.4.2.2 Effects of Local Intense Precipitation 81 2.4.3 PROBABLE MAXIMUM FLOOD ON STREAMS AND RIVERS 81 2.4.3.1 Flood Evaluation Summary 81 Page 5 of 10 Revision 28 5/2019
GINNA/UFSAR 2.4.3.2 Derivation of Probable Maximum Flood 82 2.4.3.3 Deleted 82 2.4.3.4 Beyond-Design-Basis Flooding Hazards Reevaluation Performed in 82 Response to the Accident at Fukushima Dai-Ichi 2.4.4 LAKE ONTARIO SURGE FLOODING 83 2.4.5 ICE EFFECTS 83 2.4.6 COOLING WATER CANALS AND RESERVOIRS 84 2.4.7 FLOODING PROTECTION REQUIREMENTS 84 2.4.8 LOW WATER CONSIDERATIONS 84 2.4.9 DISPERSION, DILUTION, AND TRAVEL TIMES OF RELEASES OF LIQUID EFFLUENTS IN SURFACE WATERS 85 2.4.9.1 Near-Shore Lake Currents 85 2.4.9.2 Dispersion of Regulated Radioactive Liquid Releases 85 2.4.9.2.1 Regulated Radioactive Liquid Releases 85 2.4.9.2.2 Liquid Dispersion 86 2.4.9.2.3 Effect of Local Recirculation 87 2.4.9.2.4 Concentration of Nearest Public Water Supply Intake 88 2.4.9.2.5 Environmental Monitoring Program 88 2.4.9.3 Dispersion of Accidental Radioactive Liquid Releases 88 2.4.9.3.1 Accidental Releases to the Lake 88 2.4.9.3.2 Accidental Spills on the Ground 89 2.4.10 DISPERSION, DILUTION, AND TRAVEL TIMES OF RELEASES OF LIQUID EFFLUENTS IN SURFACE WATERS 89 2.4.10.1 Design-Basis Groundwater Level 89 2.4.10.1 Groundwater Protection Program 90 2.4.10.2 Water Use 91 REFERENCES FOR SECTION 2.4 93 Table 2.4-1 DEER CREEK OVERFLOW
SUMMARY
TABLE (SEP Results) 96 Table 2.4-2 INDUSTRIAL AND MUNICIPAL WATER SUPPLIES 97 2.5 GEOLOGY, SEISMOLOGY, AND GEOTECHNICAL ENGINEER ING 99 2.5.1 BASIC GEOLOGIC AND SEISMIC INFORMATION 99 2.5.1.1 Regional Geology 99 2.5.1.2 Site Geology 100 2.5.2 VIBRATORY GROUND MOTION 101 2.5.2.1 Seismicity 101 2.5.2.2 Maximum Earthquake Potential 101 2.5.2.3 Surface Faulting 102 2.5.2.3.1 Nearby Regional Faulting 102 2.5.2.3.2 Ginna Site Vicinity Faulting 103 2.5.2.3.3 Ginna Excavation 104 Page 6 of 10 Revision 28 5/2019
GINNA/UFSAR 2.5.3 STABILITY OF SLOPES 104 2.5.3.1 General 104 2.5.3.2 Onsite Slopes 105 2.5.3.3 Stability Analyses 105 2.5.3.4 Failure Evaluation 105 REFERENCES FOR SECTION 2.5 106 Table 2.5-1 EARTHQUAKE ACTIVITY NEAR ATTICA, NEW YORK 108 Table 2.5-2 MATERIAL PROPERTIES USED IN THE NRC STAFF ANALYSIS 109 OF SLOPE STABILITY FIGURES Figure 2.1-1 Location of the R. E. Ginna Nuclear Power Plant Figure 2.1-2 R. E. Ginna Site Figure 2.1-3 Figure Deleted Figure 2.1-4 Projection of Population Distribution 0-5 Miles Figure 2.1-5 1980 Population Estimates 0-5 Miles Figure 2.1-5a 1992 Population Estimates 0-10 Miles Figure 2.1-6 Projection of Population Distribution 0-40 Miles Figure 2.1-7 Location of Ginna Site Figure 2.1-8 Population Centers Over 2000 Figure 2.3-1 Climate of the Ginna Site Region Figure 2.3-2 Wind Direction Patterns Long Period Averages Figure 2.3-3 Sensor Placements, Primary Meteorological Tower Figure 2.3-4 Sensor Placements, Backup (Substation 13A) Meteorological Tower Figure 2.3-5 Ginna 1966, 50-Ft Wind Rose Figure 2.3-6 Ginna 1967, 50-Ft Wind Rose Figure 2.3-7 Ginna 1973-1974, 50-Ft Wind Rose Figure 2.3-8 Ginna 1975, 33-Ft Wind Rose Figure 2.3-9 Site Plan - Activity Release Points and Elevation Figure 2.4-1 Lake Ontario Levels Figure 2.4-2 General North-South Cross Section Ginna Site Figure 2.4-3 FIGURE DELETED Figure 2.4 Ginna Site Layout and Topography Figure 2.5-1 Plot Plan Showing Boring Locations Figure 2.5-2 Epicentral Location Map Figure 2.5-3 NRC Systematic Evaluation Program, Site Specific Spectrum, Ginna Site (5% Damping)
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GINNA/UFSAR APPENDIX 2A PROBABLE MAXIMUM FLOOD AND LOW WATER CONDITIONS 1 2A.1 ESTIMATE OF WAVE RUNUP ON VERTICAL PLANT WALL ROBERT EMMETT GINNA NUCLEAR POWER PLANT ROCHESTER, NEW YORK 3 2A.1.1 GENERAL 3 2A.1.2 DISCUSSION OF FACTORS 3 2A.1.3 ANALYSIS 4 2A.1.4 DISCUSSION 4 2A.
1.5 CONCLUSION
S 4 REFERENCES 6 2A.2 MAXIMUM PROBABLE WATER LEVELS IN LAKE ONTARIO AT THE ROBERT EMMETT GINNA NUCLEAR POWER PLANT SITE 7 2A.
2.1 INTRODUCTION
7 2A.3 ANALYSES OF ALTERNATIVE HYDROLOGIC AND METEOROLOGIC CRITERIA 8 A. LAKE ONTARIO REGULATION 8 B. RAINFALL 10 C. EXTRATROPICAL CYCLONES 11 D. TROPICAL CYCLONES 12 2A.4 DESIGN STORM ANALYSIS FOR MAXIMUM PROBABLE WATER LEVEL 13 2A.4.1 EXTRATROPICAL STORM ANALYSIS 13 2A.4.2 TROPICAL STORM ANALYSIS 14 2A.4.3 EXTREME LOW WATER LEVEL 16 CONCLUSIONS 16 BIBLIOGRAPHY REFERENCES 18 APPENDIX 2A FIGURES Figure 1 Lake Ontario Bottom Profile Figure Exhibit 1 A typical northeaster with a single center and a single frontal system, occurring 0100 EST, April 2, 1958, four hours before a peak surge of 3.5 ft. at Boston, Mass.
Figure Exhibit 2 A complex northeaster with two low centers and a double frontal system, occurring 1900 EST, March 1, 1914, three hours before a peak surge of 4.1 ft. at Portland, Maine.
Figure Exhibit 3 Lake Ontario Stage Data Page 8 of 10 Revision 28 5/2019
GINNA/UFSAR APPENDIX 2B DRIFT AND DISPERSION CHARACTERISTICS OF LAKE ONTARIO NEARSHORE WATERS ROCHESTER, NEW YORK TO SODUS BAY, NEW YORK 20 2B.1 DRIFT AND DISPERSION CHARACTERISTICS OF LAKE ONTARIO NEARSHORE WATERS ROCHESTER, NEW YORK TO SODUS BAY, NEW YORK 21 2B.1.1 Summary 21 2B.1.2 Introduction 22 2B.1.3 General comment on effect of discharges on Lake Ontario 23 2B.1.4 Currents in Lake Ontario 23 2B.1.5 Tracer releases 25 2B.1.6 Discussion 30 2B.1.7 Point source 31 2B.1.8 Line source 31 2B.1.9 Diffuser source 31 2B.1.10 Jet source 32 Table 1 Temperature (C) at a station 6000 feet offshore of Brookwood 34 APPENDIX A to Observed Tracer Distributions (Parts per Billion) 35 APPENDIX 2B APPENDIX B to Wind Speed and Direction Observations Meteorological Tower on APPENDIX 2B Brookwood Site Anemometer - Elevation 150 Feet 36 Table 1 37 APPENDIX 2B THE EFFECT ON LAKE DILUTION OF MOMENT MIXING 47 ATTACHMENT I Table 1 52 Table 2 53 APPENDIX 2B FIGURES Figure 1 Upper - Lake Current, Lower - Wind Speed Figure 2 Figure 3 Figure 4 Maximum concentration versus distance, May 1965 East Distribution Figure 5 Maximum concentration versus distance, July 1965 East Distribution Figure 6 Maximum concentration versus distance, October 1965 East Distribution Figure 7 Maximum concentration versus distance, May 1965 West Distribution Figure 8 Maximum concentration versus distance, October 1965 West Distribution Figure 9 Figure 10 Probable temperature elevation (degrees F) in upper six feet of Lake Ontario for horizontal canal discharge at the Brookwood site.
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GINNA/UFSAR APPENDIX A to APPENDIX 2B FIGURES Figure 1 Figure 2 Figure 3 APPENDIX 2B ATTACHMENT I Figure 3 APPENDIX 2C REPORT, SUPPLEMENTARY FOUNDATION STUDIES, 56 PROPOSED BROOKWOOD NUCLEAR POWER PLANT (R. E.
GINNA NUCLEAR POWER PLANT), ONTARIO, NEW YORK 2C.1 INTRODUCTION 58 2C.1.1 GENERAL 58 2C.1.2 PURPOSE 58 2C.1.3 SCOPE OF WORK 58 2C.1.4 SITE CONDITIONS 58 2C.2 DISCUSSION AND RECOMMENDATIONS 60 2C.2.1 GENERAL 60 2C.2.2 FOUNDATION INSTALLATION PROCEDURES 60 2C.2.3 FOUNDATION DESIGN CRITERIA 61 2C.2.4 TURBINE-GENERATOR FOUNDATION 61 2C.3 Report Appendix - Field Explorations and Laboratory Tests 63 2C.3.1 FIELD EXPLORATIONS 63 2C.3.2 LABORATORY TESTS 63 Table 1
SUMMARY
OF SOIL STRENGTH TEST DATA 65 APPENDIX 2C FIGURES Figure 1 Plate 1 - Plot Plan Figure 2 Plate 2 - Foundation Design Data Figure 3 Soil Sampler Type U Figure 4 Methods of Performing Unconfined Compression and Triaxial Compression Tests Figure 5 Plate A-1A - Log of Borings (Borings 201 through 202)
Figure 6 Plate A-1B - Log of Borings (Borings 203 through 207)
Figure 7 Plate A Unified Soil Classification System and Key to Test Data Page 10 of 10 Revision 28 5/2019