ML19067A016

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Revision 24 to Updated Final Safety Analysis Report, Chapter 2, Site and Environment, Table of Contents. Redacted
ML19067A016
Person / Time
Site: Three Mile Island Constellation icon.png
Issue date: 04/06/2018
From: Justin Poole
Plant Licensing Branch 1
To: Bryan Hanson
Exelon Nuclear
Poole J, NRR/DORL/LPLI, 301-415-2048
References
TMI-18-047
Download: ML19067A016 (9)


Text

TMI-1 UFSAR CHAPTER 02 - SITE AND ENVIRONMENT TABLE OF CONTENTS SECTION TITLE 2.0 SITE AND ENVIRONMENT 2.1 GENERAL DESCRIPTION AND LOCATION 2.1.1 SITE LOCATION 2.1.2 SITE DESCRIPTION 2.1.2.1 EXCLUSION AREA CONTROL 2.1.2.2 BOUNDARIES FOR ESTABLISHING EFFLUENT RELEASE LIMITS 2.2 POPULATION 2.2.1 POPULATION WITHIN 10 MILES 2.2.2 POPULATION WITHIN 50 MILES 2.2.3 LOW POPULATION ZONE 2.2.4 TRANSIENT POPULATION 2.2.5 POPULATION CENTER 2.2.6 PUBLIC FACILITIES AND INSTITUTIONS 2.2.7 BUSINESS FACILITIES WITHIN 5 MILES 2.3 LAND USE 2.4 AIRPORT TO SITE RELATIONSHIP 2.4.1 RUNAWAY LOCATION AND USE 2.4.2 PROBABILITY OF AIRPLANE STRIKES 2.4.2.1 GENERAL 2.4.2.2 PROBABILITY OF STRIKE BY LARGE AIRCRAFT 2.4.2.3 PROBABILITY OF A STRIKE BY A VERY LARGE AIRCRAFT (( )

AT A HIGH ANGLE ((b) ) ON A CRITICAL STRUCTURE b 2.4.2.4 (5)

PROBABILITY OF SMALL AIRCRAFT STRIKE )

(

2.4.2.5 BABILITY OF FIRE FROM AN AIRCRAFT STRIKE 5

)

2.5 METEOROLOGY 2.5.1 GENERAL 2.5.2 SEVERE WEATHER 2.5.3 ANNUAL AVERAGE ATMOSPHERIC DIFFUSION CONDITIONS 2.5.4 ACCIDENT METEOROLOGY 2.5.5 DELETED 2.5.5.1 DELETED 2.5.5.2 DELETED 2.5.5.3 DELETED 2.5.6 DELETED 2.5.6.1 DELETED 2.5.6.2 DELETED 2.5.6.3 DELETED CHAPTER 02 2-i REV. 22, APRIL 2014

TMI-1 UFSAR TABLE OF CONTENTS (cont'd)

SECTION TITLE 2.6 HYDROLOGY 2.6.1 CHARACTERISTICS OF STREAMS IN VICINITY 2.6.2 STREAM USERS 2.6.2.1 UPSTREAM USERS 2.6.2.2 OTHER POWER PROJECTS IN VICINITY 2.6.2.3 DOWNSTREAM USERS 2.6.3 LOW FLOW STUDIES 2.6.4 FLOOD STUDIES 2.6.4.1 DISCHARGE FREQUENCY ANALYSIS 2.6.4.2 STAGE DISCHARGE ANALYSIS 2.6.5 DESIGN OF HYDRAULIC FACILITIES 2.7 ENGINEERING GEOLOGY AND FOUNDATION CONSIDERATIONS 2.7.1 GENERAL 2.7.2 FIELD INVESTIGATION 2.7.3 GEOLOGY 2.7.3.1 GEOGRAPHIC SETTING 2.7.3.2 REGIONAL GEOLOGIC HISTORY 2.7.3.3 DEPOSITIONAL HISTORY OF THREE MILE ISLAND 2.7.3.4 BEDROCK GEOLOGY 2.7.3.5 FAULTING 2.7.3.6 SOILS 2.7.4 GROUNDWATER HYDROLOGY 2.7.4.1 GENERAL 2.7.4.2 MODE OF OCCURRENCE 2.7.4.3 SITE STUDIES 2.7.4.4 AREA WATER WELL DATA 2.7.5 FOUNDATION CONSIDERATIONS 2.7.5.1 SOILS 2.7.5.2 ROCK 2.7.5.3 GROUNDWATER 2.8 SEISMOLOGY 2.8.1 SEISMICITY 2.8.2 ACCELERATION RESPONSE SPECTRA 2.9 GEOLOGIC GLOSSARY 2.9.1 GENERAL 2.9.2 HARDNESS CRITERIA 2.10 REFERENCES CHAPTER 02 2-ii REV. 22, APRIL 2014

TMI-1 UFSAR CHAPTER 02 - SITE AND ENVIRONMENT LIST OF TABLES TABLE TITLE 2.2-1 INDUSTRIAL AND MANUFACTURING FACILITIES WITHIN FIVE MILES OF SITE 2.2-2 PUBLIC FACILITIES & INSTITUTIONS WITHIN A 10 MILE RADIUS 2.3-1 AGRICULTURAL CHARACTERISTICS 2.3-2 TYPICAL MAJOR INDUSTRIES WITHIN 10 MILES OF TMI 2.3-3 FISH SPECIES OF THE SUSQUEHANNA RIVER 2.4-1 APPROXIMATE PROBABILITIES FOR AIRCRAFT CRASH EFFECTS ON THE THREE MILE ISLAND PLANT 2.4-2

SUMMARY

OF U.S. AIR CARRIER ACCIDENTS 2.4-3 FATAL ACCIDENTS IN THE PROXIMITY OF AIRPORTS 2.4-4 TYPES OF AIRCRAFT INVOLVED IN THE FATAL ACCIDENTS LISTED IN TABLE 2.4-3 2.4-5 CHARACTERISTICS OF TYPICAL AIR CARRIER AIRCRAFT 2.4-6 TYPICAL GENERAL AVIATION AIRCRAFT CHARACTERISTICS 2.4-7 GENERAL AVIATION TOTAL FATAL ACCIDENTS IN CONTINENTAL U.S.

2.5-1 TORNADOES WITHIN 25 MILES OF THREE MILE ISLAND 2.5-1A HISTOGRAM OF THREE MILE ISLAND WEATHER DATA-1967-1968 WIND DIRECTION 2.5-1B HISTOGRAM OF THREE MILE ISLAND WEATHER DATA-1967-1968 WIND SPEED 2.5-1C HISTOGRAM OF THREE MILE ISLAND WEATHER DATA -1968-1969 WIND DIRECTION 2.5-1D HISTOGRAM OF THREE MILE ISLAND WEATHER DATA -1968-1969 WIND SPEED CHAPTER 02 2-iii REV. 22, APRIL 2014

TMI-1 UFSAR LIST OF TABLES (cont'd)

TABLE TITLE 2.5-2 WIND VELOCITY DISTRIBUTION VS PASQUILL DIFFUSION GROUP "A" (MEASURED DATA) 2.5-3 WIND VELOCITY DISTRIBUTION VS PASQUILL DIFFUSION GROUP "B" (MEASURED DATA) 2.5-4 WIND VELOCITY DISTRIBUTION VS PASQUILL DIFFUSION GROUP "C" (MEASURED DATA) 2.5-5.1.1 WIND VELOCITY DISTRIBUTION VS PASQUILL DIFFUSION GROUP "D" (MEASURED DATA) 2.5-6 WIND VELOCITY DISTRIBUTION VS PASQUILL DIFFUSION GROUP "E" MEASURED DATA) 2.5-7 WIND VELOCITY DISTRIBUTION VS PASQUILL DIFFUSION GROUP "F" (MEASURED DATA) 2.5-8 WIND VELOCITY DISTRIBUTION VS PASQUILL DIFFUSION GROUP "A" (CORRECTED FOR UNSTEADY CONDITIONS) 2.5-9 WIND VELOCITY DISTRIBUTIONS PASQUILL DIFFUSION GROUP "B" (CORRECTED FOR UNSTEADY CONDITIONS) 2.5-10 WIND VELOCITY DISTRIBUTION VS PASQUILL DIFFUSION GROUP "C" (CORRECTED FOR UNSTEADY CONDITIONS) 2.5-11 WIND VELOCITY DISTRIBUTION VS PASQUILL DIFFUSION GROUP "D" (CORRECTED FOR UNSTEADY CONDITIONS) 2.5-12 WIND VELOCITY DISTRIBUTION VS PASQUILL DIFFUSION GROUP "E" (CORRECTED FOR UNSTEADY CONDITIONS) 2.5-13 WIND VELOCITY DISTRIBUTION VS PASQUILL DIFFUSION GROUP "F" (CORRECTED FOR UNSTEADY CONDITIONS) 2.5-14 NUMBER OF CALMS VS TIME OF DAY 2.5-15 DELETED 2.5-16 DELETED 2.5-17 DELETED 2.5-18 DELETED CHAPTER 02 2-iv REV. 22, APRIL 2014

TMI-1 UFSAR LIST OF TABLES (cont'd)

TABLE TITLE 2.5-19 DELETED 2.5-20 DELETED 2.6-1 DATA ON RESERVOIRS AND LAKES WITHIN A 50 MILE RADIUS 2.6-2 DATA ON OTHER WATER SUPPLIES WITHIN A 20 MILE RADIUS 2.6-3 SUSQUEHANNA RIVER WATER QUALITY AT HARRISBURG 2.6-4 SUSQUEHANNA RIVER WATER QUALITY AT MARIETTA AND COLUMBIA 2.6-5 TABULAR PRECIPITATION FOR PMF -HYDROMET 2.6-6 SUSQUEHANNA RIVER STAGE DISCHARGE TABLE AT TMI RIVER WATER INTAKE STRUCTURES 2.7-1 FOUNDATIONS FOR CLASS I STRUCTURES 2.7-2

SUMMARY

OF LABORATORY TEST RESULTS CHAPTER 02 2-v REV. 22, APRIL 2014

TMI-1 UFSAR CHAPTER 02 - SITE AND ENVIRONMENT LIST OF FIGURES FIGURE TITLE 2.1-1 GENERAL AREA MAP 2.1-2 SITE TOPOGRAPHY-5 MILE RADIUS 2.1-3 EXTENDED PLOT PLAN - TMINS 2.2-1 POPULATION DISTRIBUTION 0 TO 10 MILES-1970 2.2-2 POPULATION DISTRIBUTION 0 TO 10 MILES-1980 2.2-3 POPULATION DISTRIBUTION 0 TO 10 MILES-1990 2.2-4 POPULATION DISTRIBUTION 0 TO 10 MILES-2000 2.2-5 POPULATION DISTRIBUTION 0 TO 10 MILES-2010 2.2-6 POPULATION DISTRIBUTION 0 TO 50 MILES-1970 2.2-7 POPULATION DISTRIBUTION 0 TO 50 MILES-1980 2.2-8 POPULATION DISTRIBUTION 0 TO 50 MILES-1990 2.2-9 POPULATION DISTRIBUTION 0 TO 50 MILES-2000 2.2-10 POPULATION DISTRIBUTION 0 TO 50 MILES-2010 2.2-11 COUNTIES AND COMMUNITIES WITHING-14 A 50 MILE RADIUS 2.2-12 DELETED 2.4-1 SITE TOPOGRAPHY FIVE MILE RADIUS 2.4-2 DELETED 2.5-1 WIND ROSE THREE MILE ISLAND TOWER 2.5-2 WIND ROSE CRAWFORD STATION 2.5-3 ANNUAL AVERAGE ATMOSPHERIC DISPERSION ESTIMATE, X/Q ISOPLETH (1967-1969) 2.5-4 DELETED CHAPTER 02 2-vi REV. 22, APRIL 2014

TMI UFSAR LIST OF FIGURES (cont'd)

FIGURE TITLE 2.5-5 DELETED 2.5-6 DELETED 2.5-7 ANNUAL AVERAGE X/Q ISOPLETH BASED ON 4/71 - 3/72 SITE DELTA-T DATA 2.5-8 DELETED 2.5-9 DELETED 2.5-10 DELETED 2.5-11 DELETED 2.5-12 DELETED 2.5-13 DELETED 2.5-14 DELETED 2.5-15 DELETED 2.5-16 DELETED 2.5-17 DELETED 2.5-18 DELETED 2.5-19 DELETED 2.5-20 DELETED 2.5-21 DELETED 2.5-22 DELETED 2.5-23 DELETED 2.5-24 DELETED 2.5-25 DELETED 2.5-26 DELETED 2.5-27 DELETED 2.5-28 DELETED CHAPTER 02 2-vii REV. 22, APRIL 2014

TMI UFSAR LIST OF FIGURES (cont'd)

FIGURE TITLE 2.6-1 RESERVOIRS AND LAKES WITHIN A 50 MILE RADIUS 2.6-2 OTHER WATER SUPPLIES WITHIN A 20 MILE RADIUS 2.6-3 INSTANTANEOUS LOW FLOW FREQUENCY CURVE OF SUSQUEHANNA RIVER AT HARRISBURG 2.6-4 SUSQUEHANNA RIVER AT HARRISBURG, PA, DISCHARGE DURATION CURVE 2.6-5 SUSQUEHANNA RIVER AT HARRISBURG, PA, MEAN MONTHLY FLOW

SUMMARY

2.6-6 SUSQUEHANNA RIVER AT HARRISBURG, PA, MINIMUM DAILY FLOW DURATION

SUMMARY

2.6-6A RIVER CROSS SECTIONS USED IN LOW FLOW STUDIES 2.6-6B RIVER CROSS SECTIONS USED IN LOW FLOW STUDIES 2.6-6C RIVER CROSS SECTIONS USED IN LOW FLOW STUDIES 2.6-6D RIVER CROSS SECTIONS USED IN LOW FLOW STUDIES 2.6-6E RIVER CROSS SECTIONS USED IN LOW FLOW STUDIES 2.6-6F RIVER CROSS SECTIONS USED IN LOW FLOW STUDIES 2.6-6G RIVER CROSS SECTIONS USED IN LOW FLOW STUDIES 2.6-7 RIVER DISCHARGE FREQUENCY 2.6-8 SUSQUEHANNA RIVER STAGE-DISCHARGE CURVES PA TURNPIKE BRIDGE TO MARIETTA 2.6-9 FLOOD HYDROGRAPHS 2.6-9a 1972 FLOOD HYDROGRAPH - SUSQUEHANNA RIVER AT HARRISBURG 2.6-9A OBSERVED WATER SURFACE ELEVATIONS JUNE 1972 (HURRICANE AGNES) FLOW = 1,020,000 CFS 2.6-9B WATER SURFACE CALIBRATION-HEC RAS MODEL-MIDDLE CHANNEL-TROPICAL STORM AGNES 1020000 CFS CHAPTER 02 2-viii REV. 22, APRIL 2014

TMI UFSAR LIST OF FIGURES (cont'd)

FIGURE TITLE 2.6-9C WATER SURFACE CALIBRATION-HEC RAS MODEL-EAST CHANNEL-TROPICAL STORM AGNES 1020000 CFS 2.6-10 DELETED 2.6-11 DELETED 2.6-12 DESIGN FLOOD LEVELS 2.6-13 DELETED 2.6-14 PRECIPITATIONS FROM HYDROMET NO. 40 2.6-15 DIKE FREEBOARD-DESIGN FLOOD 2.6-16 HYDRAULIC CONDITIONS AT NORTH BRIDGE-DESIGN FLOOD 2.6-17 TYPICAL DIKE SECTION 2.7-1 ACCELERATION RESPONSE SPECTRA 2.7-2 PLOT PLAN - TEST BORING LOCATIONS 2.7-3 SUBSURFACE PROFILES 2.7-4 SEISMIC REFRACTION TEST BORING PLAN CHAPTER 02 2-ix REV. 22, APRIL 2014