ML16357A402
| ML16357A402 | |
| Person / Time | |
|---|---|
| Site: | San Onofre  |
| Issue date: | 12/15/2016 |
| From: | Southern California Edison Co |
| To: | Office of Nuclear Reactor Regulation |
| Shared Package | |
| ML16357A263 | List: |
| References | |
| Download: ML16357A402 (17) | |
Text
SONGS 2/3 UFSAR / DSAR Master Table of Contents Chapter/Figure Document Number Title Rev Pgs UFSAR 2/3 MASTER Table of Contents MASTER CONTENTS 25 17 CONTENTS Chapter 1 INTRODUCTION AND GENERAL DESCRIPTION OF PLANT Chapter 1 UFSAR 2/3-
1.0 INTRODUCTION
AND GENERAL DESCRIPTION OF PLANT 3 6 Figure 1.1-1 UFSAR 2/3-01.01-01 GENERAL SITE AREA (HISTORICAL) 4 1 Figure 1.2-1 UFSAR 2/3-01.02-01 SONGS EASEMENT BOUNDARY 0 1 Chapter 2 SITE CHARACTERISTICS Chapter 2 UFSAR 2/3-2.0 SITE CHARACTERISTICS 3 465 Figure 2.1-3 UFSAR 2/3-02.01-03 AREAS TO BE DEVELOPED AS SAN ONOFRE STATE BEACH (HISTORICAL) 4 1 Figure 2.1-4 UFSAR 2/3-02.01-04 BEACH PASSAGEWAY (HISTORICAL) 4 1 Figure 2.1-5 UFSAR 2/3-02.01-05 EFFLUENT RELEASE POINTS (HISTORICAL) 5 1 Figure 2.1-6 UFSAR 2/3-02.01-06 1970 CENSUS POPULATION DISTRIBUTION SECTOR MAP (HISTORICAL) 4 1 Figure 2.1-7 UFSAR 2/3-02.01-07 1976 POPULATION DISTRIBUTION SECTOR MAP (HISTORICAL) 4 1 Figure 2.1-8 UFSAR 2/3-02.01-08 1980 POPULATION DISTRIBUTION SECTOR MAP (HISTORICAL) 4 1 Figure 2.1-9 UFSAR 2/3-02.01-09 PROJECTED 1990 POPULATION DISTRIBUTION SECTOR MAP (HISTORICAL) 4 1 Figure 2.1-10 UFSAR 2/3-02.01-10 PROJECTED 2000 POPULATION DISTRIBUTION SECTOR MAP (HISTORICAL) 4 1 Figure 2.1-11 UFSAR 2/3-02.01-11 PROJECTED 2010 POPULATION DISTRIBUTION SECTOR MAP (HISTORICAL) 4 1 Figure 2.1-12 UFSAR 2/3-02.01-12 PROJECTED 2020 POPULATION DISTRIBUTION SECTOR MAP (HISTORICAL) 4 1 Figure 2.1-13 UFSAR 2/3-02.01-13 LOW POPULATION ZONE 5 1 LOCATION OF NEARBY INDUSTRIAL, TRANSPORTATION AND MILITARY FACILITIES Figure 2.2-1 UFSAR 2/3-02.02-01 4 1 (HISTORICAL)
Figure 2.2-2 UFSAR 2/3-02.02-02 COASTAL AIRFIELDS (HISTORICAL) 4 1 Figure 2.2-3 UFSAR 2/3-02.02-03 GENERAL AVIATION (HISTORICAL) 4 1 Figure 2.2-4 UFSAR 2/3-02.02-04 COASTAL LOW ALTITUDE FEDERAL AIRWAYS LONG BEACH TO SAN DIEGO (HISTORICAL) 4 1 Figure 2.2-5 UFSAR 2/3-02.02-05 COMMERCIAL AND OTHER GENERAL JET AIRCRAFT (HISTORICAL) 4 1 Figure 2.2-6 UFSAR 2/3-02.02-06 MILITARY FIXED WING AVIATION (HISTORICAL) 4 1 Figure 2.2-7 UFSAR 2/3-02.02-07 MILITARY HELICOPTER AVIATION (HISTORICAL) 4 1 Figure 2.2-8 UFSAR 2/3-02.02-08 TRANS FLOW AS FN OF TIME FOLLOW RUPTURE (FROM EACH SIDE OF BREAK) (HISTORY) 4 1 November 2016 Page 1 of 17 Rev 25
SONGS 2/3 UFSAR / DSAR Master Table of Contents Chapter/Figure Document Number Title Rev Pgs Figure 2.2-9 UFSAR 2/3-02.02-09 SCHEMATIC OF PHYSICAL SITUATION AND PLUME COORDINATES (HISTORICAL) 4 1 Figure 2.2-10 UFSAR 2/3-02.02-10 DISPLACEMENTS (HISTORICAL) 4 1 Figure 2.2-11 UFSAR 2/3-02.02-11 PLUME TRAJECTORY - WIND SPEED=0.5 M/S, STEADY-STATE BREAK FLOW (HISTORICAL) 4 1 Figure 2.2-12 UFSAR 2/3-02.02-12 PLUME TRAJECTORY - WIND SPEED = 3 M/S, STEADY-STATE BREAK FLOW (HISTORICAL) 4 1 Figure 2.2-13 UFSAR 2/3-02.02-13 PLUME TRAJECTORY - WIND SPEED=6.5 M/S, STEADY-STATE BREAK FLOW (HISTORICAL) 4 1 Figure 2.2-14 UFSAR 2/3-02.02-14 PLUME TRAJECTORY - WIND SPEED = 10 M/S, STEADY-STATE BREAK FLOW (HISTORICAL) 4 1 Figure 2.2-15 UFSAR 2/3-02.02-15 PLUME TRAJECTORY - WIND SPEED = 0.5 M/S, INITIAL BREAK FLOW (HISTORICAL) 4 1 Figure 2.2-16 UFSAR 2/3-02.02-16 PLUME TRAJECTORY - WIND SPEED = 3 M/S, INITIAL BREAK FLOW (HISTORICAL) 4 1 Figure 2.2-17 UFSAR 2/3-02.02-17 PLUME TRAJECTORY - WIND SPEED = 6.5 M/S, INITIAL BREAK FLOW (HISTORICAL) 4 1 Figure 2.2-18 UFSAR 2/3-02.02-18 PLUME TRAJECTORY - WIND SPEED = 10 M/S, INITIAL BREAK FLOW (HISTORICAL) 4 1 Figure 2.3-1 UFSAR 2/3-02.03-01 SAN ONOFRE ANN AVG 3-HOUR WIND ROSES, 10M LEVEL (1/25/73-1/24/76)(HIST) 4 1 Figure 2.3-2 UFSAR 2/3-02.03-02 SAN ONOFRE JAN AVG 3-HOUR WIND ROSES, 10M LEVEL (1/25/73-1/24/76)(HIST) 4 1 Figure 2.3-3 UFSAR 2/3-02.03-03 SAN ONOFRE APR AVG 3-HOUR WIND ROSES, 10M LEVEL (1/25/73-1/24/76) (HIST) 4 1 Figure 2.3-4 UFSAR 2/3-02.03-04 SAN ONOFRE JUL AVG 3-HOUR WIND ROSES, 10M LEVEL (1/25/73 - 1/24/76) (HIST) 4 1 Figure 2.3-5 UFSAR 2/3-02.03-05 SAN ONOFRE OCT AVG 3-HOUR WIND ROSES, 10M LEVEL (1/25/73-1/24/76)(HIST) 4 1 Figure 2.3-6 UFSAR 2/3-02.03-06 TOPOGRAPHIC FEATURES OF LOCAL SITE AREA WITHIN 5 MILES OF SONGS 2&3 (HIST 4 1 Figure 2.3-7 UFSAR 2/3-02.03-07 ELEVATION VS. DISTANCE (NE, NNE, N, NNW, NW, WNW, W) (HISTORICAL) 4 1 Figure 2.3-8 UFSAR 2/3-02.03-08 ELEVATION VS. DISTANCE (S, SSW, SW, WSW, SSE, SE, ESE, E, ENE)(HISTORY) 4 1 PDF Report 2.3A UFSAR 2/3-02.03A STUDY OF CALIFORNIA TORNADOS (HISTORICAL) 20 15 1973-76 ANN JOINT FREQ WIND SPEED/DIR PASQUILL CAT AT 10 AND 36.6/40 METER PDF REPORT 2.3C 06U UFSAR 2/3-02.03C 20 9 ANNUAL JOINT FREQUENCY WIND SPEED-WIND Appendix 2.3B UFSAR 2/3-02.03B 20 15 DIRECTION SUMMARIES BY PASQUILL STABILITY CATEGORY FOR SAN DIEGO, CALIFORNIA (PERIOD OF RECORD 1955 ANNUAL JOINT FREQUENCY WIND SPEED-WIND DIRECTION SUMMARIES BY PASQUILL PDF Report 2.3C UFSAR 2/3-02.03C STABILITY CATEGORY FOR SAN DIEGO,CALIFORNIA (PERIOD OF RECORD 19551964) FROM 20 9 THE STAR PROGRAM (TABLES 2.3C-1 THROUGH 2.3C- 8) (HISTORICAL)
ANNUAL JOINT FREQUENCY WIND SPEED-WIND DIRECTION SUMMARIES BY PASQUILL PDF Report 2.3D UFSAR 2/3-02.03D STABILITY CATEGORY FOR LOS ANGELES, CALIFORNIA (PERIOD OF RECORD 19551964) FROM 20 9 THE STAR PROGRAM (TABLES 2.3D-1 THROUGH 2.3D- 8) (HISTORICAL)
November 2016 Page 2 of 17 Rev 25
SONGS 2/3 UFSAR / DSAR Master Table of Contents Chapter/Figure Document Number Title Rev Pgs ANNUAL JOINT FREQUENCY WIND SPEED-WIND DIRECTION SUMMARIES BY PASQUILL PDF Report 2.3E UFSAR 2/3-02.03E STABILITY CATEGORY FOR SAN DIEGO AND LOS ANGELES, CALIFORNIA (PERIOD OF RECORD 20 17 1973-1974) FROM THE STAR PROGRAM (TABLES 2.3E-1 THROUGH 2.3E-16) (HISTORICAL)
MONTHLY JOINT FREQUENCY WIND SPEED-WIND DIRECTION SUMMARIES BY PASQUILL PDF Report 2.3F UFSAR 2/3-02.03F STABILITY CATEGORY AT THE 10-METER WIND LEVEL FOR THE PLANT SITE (PERIOD OF 20 85 RECORD 1/25/73 - 1/24/76) (TABLES 2.3F-1 THROUGH 2.3F-84) (HISTORICAL)
(HISTORICAL) MONTHLY JOINT FREQUENCY WIND SPEED-WIND DIRECTION SUMMARIES BY PDF Report 2.3G UFSAR 2/3-02.03G PASQUILL STABILITY CATEGORY AT THE UPPER WIND LEVELS (36.6 M AND 40 M) FOR THE 20 85 PLANT SITE (PERIOD OF RECORD 1/25/73-1/24/76) (TABLES 2.3G-1 THROUGH 2.3G-84)
ANNUAL AND MONTHLY JOINT FREQUENCY WIND SPEED-WIND DIRECTION SUMMARIES AT PDF Report 2.3H UFSAR 2/3-02.03H THE 10 METER AND 36.6/40 METER WIND LEVELS FOR THE SAN ONOFRE PLANT SITE (TABLES 20 27 2.3H-1 THROUGH 2.3H-26) (HISTORICAL)
ANNUAL AND MONTHLY WIND DIRECTION PERSISTENCE (DURATION) SUMMARIES AT 10 PDF Report 2.3I UFSAR 2/3-02.03I METER AND 36.6/40 METER WIND LEVELS FOR THE SAN ONOFRE PLANT SITE (TABLES 2.3I-1 20 27 THROUGH 2.3I-26) (HISTORICAL)
DIURNAL WIND VARIATION TABLES FOR THE 10 METER LEVEL AT THE SAN ONOFRE PLANT PDF Report 2.3J UFSAR 2/3-02.03J 20 27 SITE (TABLES 2.3J- 1 THROUGH 2.3J-26) (HISTORICAL)
DIURNAL WIND VARIATION TABLES FOR THE 36.6/40 METER LEVELS AT THE SAN ONOFRE PDF Report 2.3K UFSAR 2/3-02.03K 20 27 PLANT SITE (TABLES 2.3K-1 THROUGH 2.3K-26) (HISTORICAL)
DIURNAL VARIATION AND PERSISTENCE OF PASQUILL STABILITY CATEGORIES AND LOW PDF Report 2.3L UFSAR 2/3-02.03L LEVEL INVERSIONS AT THE SAN ONOFRE PLANT SITE (TABLES 2.3L-1 THROUGH 2.3L-26) 20 27 (HISTORICAL)
Figure 2.4-1 UFSAR 2/3-02.04-01 SITE LOCATION (HISTORICAL) 4 1 Figure 2.4-2 UFSAR 2/3-02.04-02 SITE VICINITY MAP (HISTORICAL) 4 1 Figure 2.4-3 UFSAR 2/3-02.04-03 SITE SUB-BASIN DRAINAGE AREAS (HISTORICAL) 4 1 Figure 2.4-4 UFSAR 2/3-02.04-04 PMF PROTECTION STRUCTURE ALIGNMENT (HISTORICAL) 4 1 Figure 2.4-5 UFSAR 2/3-02.04-05 SAN ONOFRE CREEK DRAINAGE BASIN (HISTORICAL) 4 1 Figure 2.4-6 UFSAR 2/3-02.04-06 FOOTHILL DRAINAGE BASIN (HISTORICAL) 4 1 Figure 2.4-7 UFSAR 2/3-02.04-07 PMF HYDROGRAPH FOOTHILL DRAINAGE BASIN SUB-BASIN B-1 (HISTORICAL) 4 1 Figure 2.4-8 UFSAR 2/3-02.04-08 PMF HYDROGRAPH FOOTHILL DRAINAGE BASIN SUB-BASIN B-4 (HISTORICAL) 4 1 Figure 2.4-9 UFSAR 2/3-02.04-09 PMF HYDROGRAPH FOOTHILL DRAINAGE BASIN SUB-BASIN B-3 (HISTORICAL) 4 1 November 2016 Page 3 of 17 Rev 25
SONGS 2/3 UFSAR / DSAR Master Table of Contents Chapter/Figure Document Number Title Rev Pgs REPORT ON PUMPING TEST SAN ONOFRE NUCLEAR GENERATING STATION UNITS 2 AND 3 PDF Report 2.4A UFSAR 2/3-02.04A 20 49 (HISTORICAL)
Figure 2.4-10 UFSAR 2/3-02.04-10 PMF HYDROGRAPH FOOTHILL DRAINAGE BASIN SUB-BASIN B-2 (HISTORICAL) 4 1 Figure 2.4-11 UFSAR 2/3-02.04-11 PMF HYDROGRAPH FOOTHILL DRAINAGE SYSTEM BASIN SUB-BASIN MESA (HISTORICAL) 4 1 Figure 2.4-13 UFSAR 2/3-02.04-13 FLOOD ELEVATIONS AND WATER DEPTHS (HISTORICAL) 4 1 Figure 2.4-15 UFSAR 2/3-02.04-15 BASIN LAG CURVE (HISTORICAL) 4 1 Figure 2.4-16 UFSAR 2/3-02.04-16 PMF HYDROGRAPH SAN ONOFRE CREEK AT MOUTH (HISTORICAL) 4 1 Figure 2.4-17 UFSAR 2/3-02.04-17 PMF HYDROGRAPH FOOTHILL DRAINAGE BASIN COMPOSITE HYDROGRAPH (HISTORICAL) 4 1 Figure 2.4-18 UFSAR 2/3-02.04-18 DEBRIS PRODUCTION CURVE FOOTHILL DRAINAGE BASIN (HISTORICAL) 4 1 Figure 2.4-19 UFSAR 2/3-02.04-19 SAN ONOFRE CREEK CROSS-SECTION LOCATIONS (HISTORICAL) 4 1 Figure 2.4-23 UFSAR 2/3-02.04-23 TRACKS OF TROPICAL CYCLONES ALONG W. COAST MEXICO DURING SEPT1939 (HISTORY) 4 1 Figure 2.4-24 UFSAR 2/3-02.04-24 TRACK OF HYPOTHETICAL HURRICANE THAT CAUSES MAX SURGE AT SONGS (HISTORICAL) 4 1 Figure 2.4-25 UFSAR 2/3-02.04-25 MAX PROB WIND FIELD (KTS) HYPOTHETICAL HURRICANE POS 1,2&3 FIG 2.4-24 (HIST) 4 1 Figure 2.4-26 UFSAR 2/3-02.04-26 MAX PROB WIND FIELD (KTS) HYPOTHETICAL HURRICANE AT POS 4 OF FIG2.4-24 (HIST) 4 1 Figure 2.4-27 UFSAR 2/3-02.04-27 BATHYMETRIC SEC SEAWARD FROM SAN ONOFRE ALONG SELECTED AZIMUTH (HISTORICAL) 4 2 Figure 2.4-28 UFSAR 2/3-02.04-28 HINDCASTED EXTREME EVENT HIGHEST IND WAVE RECURRENCE INTERVAL (HISTORICAL) 4 1 Figure 2.4-29 UFSAR 2/3-02.04-29 HIGH/LOW STORM WAVE CREST/TROUGH EL. AT EX STILL WTR LEV EXCL TSUNAMI(HIST) 4 1 Figure 2.4-30 UFSAR 2/3-02.04-30 REPRESENTATION OF HISTORICAL LOW TIDE (HISTORICAL) 4 1 Figure 2.4-32 UFSAR 2/3-02.04-32 CROSS-SEC SAN ONOFRE GRNDWTR BASIN SHOWING TYP HIGH AND LOW COND (HIST) 4 1 Figure 2.4-33 UFSAR 2/3-02.04-33 GROUNDWATER CONTOUR MAP SAN ONOFRE VALLEY BASIN TYP HIGH-WATER (HISTORY) 4 1 Figure 2.4-34 UFSAR 2/3-02.04-34 GRNDWTR CONTOUR MAP SAN ONOFRE VALLEY BASIN TYP LOW-WATER COND (HISTORY) 4 1 Figure 2.5-1 UFSAR 2/3-02.05-01 NATURAL GEOMORPHIC PROVINCES (HISTORICAL) 4 1 Figure 2.5-2 UFSAR 2/3-02.05-02 REGIONAL PHYSIOGRAPHIC MAP (HISTORICAL) 4 1 Figure 2.5-3 UFSAR 2/3-02.05-03 REGIONAL GEOLOGIC MAP (HISTORICAL) 4 1 Figure 2.5-4 UFSAR 2/3-02.05-04 REGIONAL CROSS-SECTION PENINSULAR RANGES PROVINCE (HISTORICAL) 4 1 Figure 2.5-5 UFSAR 2/3-02.05-05 REGIONAL STRATIGRAPHIC SECTIONS (HISTORICAL) 4 1 Figure 2.5-6 UFSAR 2/3-02.05-06 LITHOLOGY OF CONTINENTAL BORDERLAND (HISTORICAL) 4 1 Figure 2.5-7 UFSAR 2/3-02.05-07 REGIONAL FAULT MAP (HISTORICAL) 4 1 Figure 2.5-8 UFSAR 2/3-02.05-08 STRUCTURE OF THE CONTINENTAL BORDERLAND AND ADJACENT REGIONS (HISTORICAL) 4 1 November 2016 Page 4 of 17 Rev 25
SONGS 2/3 UFSAR / DSAR Master Table of Contents Chapter/Figure Document Number Title Rev Pgs Figure 2.5-9 UFSAR 2/3-02.05-09 SITE GEOLOGIC MAP (HISTORICAL) 4 1 PDF Report 2.5A UFSAR 2/3-02.05A SOIL LIQUEFACTION (HISTORICAL) 20 169 PDF Report 2.5B UFSAR 2/3-02.05B CHRONOLOGY OF THE DEVELOPMENT OF THE DBE RESPONSE SPECTRUM (HISTORICAL) 20 209 Appendix 2.5C UFSAR 2/3-02.05C APPENDIX 2.5.C, SOIL BORINGS 20 2 Figure 2.5C-1 UFSAR 2/3-02.05C-01 PLOT PLAN 4 1 Figure 2.5C-2 UFSAR 2/3-02.05C-02 TRAVERSE FOR BOOMER SURVEY AND LOCATIONS FOR VIBROCORE SAMPLING 4 1 HIGH-RESOLUTION PROFILE LINES AND JET PROBE LOCATIONS IN VICINITY OF COOLING Figure 2.5C-3 UFSAR 2/3-02.05C-03 4 1 WATER CONDUIT CONSTRUCTION SITES PDF Report 2.5D UFSAR 2/3-02.05D LABORATORY TESTING AND SOIL PROPERTY EVALUATION (HISTORICAL) 20 4 PDF Report 2.5E UFSAR 2/3-02.05E DYNAMIC SWITCHYARD SLOPE STABILITY CONFIRMATION (HISTORICAL) 20 96 GEOLOGIC REPORT ON THE AREA ADJACENT TO THE SAN ONOFRE NUCLEAR GENERATING PDF Report 2.5F UFSAR 2/3-02.05F 20 55 STATION NORTHWESTERN SAN DIEGO COUNTY, CALIFORNIA (HISTORICAL)
GENERALIZED SUB-SURFACE GEOLOGICAL AND GEOPHYSICAL STUDY CAPISTRANO AREA, PDF Report 2.5G UFSAR 2/3-02.05G 20 29 ORANGE COUNTY, CALIFORNIA, NOVEMBER 1975 (HISTORICAL)
SUPPLEMENT TO THE GENERALIZED SUB-SURFACE GEOLOGICAL AND GEOPHYSICAL STUDY, PDF Report 2.5H UFSAR 2/3-02.05H 20 32 CAPISTRANO AREA, ORANGE COUNTY, CALIFORNIA, JANUARY 1979 (HISTORICAL)
PDF Report 2.5I UFSAR 2/3-02.05I PRESENTATION TO NRC/USGS SEPTEMBER 1980 (HISTORICAL) 20 206 PDF Report 2.5J UFSAR 2/3-02.05J ANALYSIS OF POST-1975 EARTHQUAKE ACTIVITY (HISTORICAL) 20 17 PDF Report 2.5K UFSAR 2/3-02.05K EXTENT OF ROSE CANYON FAULT ZONE (HISTORICAL) 20 7 PDF Report 2.5L UFSAR 2/3-02.05L BAJA AND CALIFORNIA - CONTINENTAL BORDERLAND FAULTS (HISTORICAL) 20 38 PDF Report 2.5M UFSAR 2/3-02.05M HYPOTHESIZED OFFSHORE ZONE OF DEFORMATION (HISTORICAL) 20 10 PDF Report 2.5N UFSAR 2/3-02.05N APPENDIX 2.5N (HISTORICAL) 20 18 PDF Report 2.5O UFSAR 2/3-02.05O FAULTS WITH QUATERNARY MOVEMENT WITHIN 25 MILES OF SAN ONOFRE (HISTORICAL) 20 2 PDF Report 2.5P UFSAR 2/3-02.05P CORONADO BANKS AND PALOS VERDES FAULTS (HISTORICAL) 20 3 PDF Report 2.5Q UFSAR 2/3-02.05Q ROSE CANYON AND CRISTIANITOS FAULT ZONES (HISTORICAL) 20 27 EVALUATION OF MAXIMUM EARTHQUAKE ON HYPOTHESIZED OFFSHORE ZONE OF PDF Report 2.5R UFSAR 2/3-02.05R 20 31 DEFORMATION (HISTORICAL)
PDF Report 2.5S UFSAR 2/3-02.05S APPENDIX 2.5S (HISTORICAL) 20 39 PDF Report 2.5T UFSAR 2/3-02.05T GROUND MOTION ANALYSIS (HISTORICAL) 20 12 Figure 2.5-10 UFSAR 2/3-02.05-10 SITE PHYSIOGRAPHIC MAP (WITH LOCAL LAND FORMS) (HISTORICAL) 4 1 November 2016 Page 5 of 17 Rev 25
SONGS 2/3 UFSAR / DSAR Master Table of Contents Chapter/Figure Document Number Title Rev Pgs Figure 2.5-11 UFSAR 2/3-02.05-11 COMPOSITE STRATIGRAPHIC SECTION FOR THE SAN ONOFRE AREA (HISTORICAL) 4 1 Figure 2.5-12 UFSAR 2/3-02.05-12 SITE GEOLOGIC CROSS-SECTION (HISTORICAL) 4 1 Figure 2.5-13 UFSAR 2/3-02.05-13 COMPOSITE GEOLOGIC CROSS-SECTION N-N'-N" AUGUST 1980 (HISTORICAL) 4 1 Figure 2.5-14 UFSAR 2/3-02.05-14 COMPOSITE GEOLOGIC CROSS-SECTION E-E'-E" AUGUST 1980 (HISTORICAL) 4 1 Figure 2.5-15 UFSAR 2/3-02.05-15 COMPOSITE GEOLOGIC CROSS-SECTION F-F'-F" AUGUST 1980 (HISTORICAL) 4 1 Figure 2.5-16 UFSAR 2/3-02.05-16 SUBSIDENCE STUDY MAP (HISTORICAL) 4 1 Figure 2.5-17 UFSAR 2/3-02.05-17 CORRECTED ACCELEROGRAM BORREGO MOUNTAIN EARTHQUAKE (HISTORICAL) 4 3 Figure 2.5-18 UFSAR 2/3-02.05-18 CORRECTED ACCELEROGRAM SAN FERNANDO EARTHQUAKE (HISTORICAL) 4 3 APPROXIMATE LOCATION OF NON-INSTRUMENTAL EARTHQUAKES, 320- KILOMETER RADIUS Figure 2.5-19 UFSAR 2/3-02.05-19 4 1 (HISTORICAL)
PLOT OF INSTRUMENTAL EPICENTERS M5.0 AND GREATER 320-KILOMETER RADIUS Figure 2.5-20 UFSAR 2/3-02.05-20 4 1 (HISTORICAL)
Figure 2.5-21 UFSAR 2/3-02.05-21 PLOT OF INSTRUMENTAL EPICENTERS M4.0 TO M4.99 320-KILOMETER RADIUS (HISTORICAL) 4 1 Figure 2.5-22 UFSAR 2/3-02.05-22 PLOT OF INSTRUMENTAL EPICENTERS M3.0 TO M3.99 320-KILOMETER RADIUS (HISTORICAL) 4 1 PLOT OF INSTRUMENTAL EPICENTERS M3.0 AND GREATER WITHIN 80- KILOMETER RADIUS Figure 2.5-23 UFSAR 2/3-02.05-23 4 1 (HISTORICAL)
Figure 2.5-24 UFSAR 2/3-02.05-24 NATURAL PROVINCES AND QUATERNARY FAULTS, 320-KILOMETER RADIUS (HISTORICAL) 4 1 Figure 2.5-25 UFSAR 2/3-02.05-25 CALTECH - USGS SOUTHERN CALIFORNIA SEISMOGRAPHIC STATION NETWORK (HISTORICAL) 4 1 FAULTS AND ZONES OF DEFORMATION CONSIDERED IN MAXIMUM EARTHQUAKE POTENTIAL Figure 2.5-26 UFSAR 2/3-02.05-26 4 1 EVALUATION (HISTORICAL)
Figure 2.5-27 UFSAR 2/3-02.05-27 EMPIRICAL RELATIONSHIPS USED FOR EARTHQUAKE CHARACTERISTICS (HISTORICAL) 4 1 Figure 2.5-31 UFSAR 2/3-02.05-31 VALUES OF ELASTIC PARAMETERS FOR USE IN FEASIBILITY STUDIES (HISTORICAL) 4 1 Figure 2.5-32 UFSAR 2/3-02.05-32 PLOT PLAN (HISTORICAL) 4 1 Figure 2.5-33 UFSAR 2/3-02.05-33 COMPOSITE CROSS-SECTION OF THE SITE (HISTORICAL) 4 1 Figure 2.5-34 UFSAR 2/3-02.05-34 GRAIN SIZE DISTRIBUTION CURVES FOR SAN MATEO SAND (HISTORICAL) 4 1 VARIATION OF SHEAR MODULUS WITH STRAIN FOR CLAYEY TERRACE DEPOSIT SOILS Figure 2.5-35 UFSAR 2/3-02.05-35 4 1 (HISTORICAL)
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SONGS 2/3 UFSAR / DSAR Master Table of Contents Chapter/Figure Document Number Title Rev Pgs Figure 2.5-36 UFSAR 2/3-02.05-36 VARIATION OF SHEAR MODULUS WITH STRAIN FOR TERRACE DEPOSIT SAND (HISTORICAL) 4 1 VARIATION OF DAMPING RATIO WITH STRAIN FOR CLAYEY TERRACE DEPOSIT SOILS Figure 2.5-37 UFSAR 2/3-02.05-37 4 1 (HISTORICAL)
VARIATION OF DAMPING RATIO WITH STRAIN FOR SANDY TERRACE DEPOSIT SOILS Figure 2.5-38 UFSAR 2/3-02.05-38 4 1 (HISTORICAL)
Figure 2.5-39 UFSAR 2/3-02.05-39 VARIATION OF SHEAR MODULUS WITH STRAIN FOR SAN MATEO SAND (HISTORICAL) 4 1 Figure 2.5-40 UFSAR 2/3-02.05-40 VARIATION OF DAMPING RATIO WITH STRAIN FOR SAN MATEO SAND (HISTORICAL) 4 1 Figure 2.5-41 UFSAR 2/3-02.05-41 DYNAMIC STRENGTH, CLAYEY TERRACE SOILS (HISTORICAL) 4 1 Figure 2.5-42 UFSAR 2/3-02.05-42 DYNAMIC STRENGTH, SANDY TERRACE SOILS (HISTORICAL) 4 1 Figure 2.5-43 UFSAR 2/3-02.05-43 DYNAMIC STRENGTH, WEAKER SOIL LENSES, TERRACE DEPOSITS (HISTORICAL) 4 1 Figure 2.5-44 UFSAR 2/3-02.05-44 LABORATORY TEST RESULTS, SAN MATEO SAND (HISTORICAL) 4 1 Figure 2.5-45 UFSAR 2/3-02.05-45 DYNAMIC STRENGTH TEST RESULTS FOR SAN MATEO SAND (HISTORICAL) 4 1 IN-SITU DYNAMIC STRENGTH OF ANISOTROPICALLY CONSOLIDATED SAN MATEO SAND Figure 2.5-46 UFSAR 2/3-02.05-46 4 1 (HISTORICAL)
Figure 2.5-47 UFSAR 2/3-02.05-47 IN-SITU DYNAMIC STRENGTH OF SAN MATEO SAND (HISTORICAL) 4 1 Figure 2.5-48 UFSAR 2/3-02.05-48 TRAVERSE FOR BOOMER SURVEY AND LOCATIONS FOR VIBRACORE SAMPLING (HISTORICAL) 4 1 Figure 2.5-49 UFSAR 2/3-02.05-49 SEISMIC PROFILE AND SIDE SCAN SONAR TRACK LINE CHART (HISTORICAL) 4 1 HIGH-RESOLUTION PROFILE LINES AND JET PROBE LOCATIONS IN VICINITY OF COOLING Figure 2.5-50 UFSAR 2/3-02.05-50 4 1 WATER CONDUIT CONSTRUCTION SITES (HISTORICAL)
Figure 2.5-51 UFSAR 2/3-02.05-51 EXCAVATION PLAN POWER BLOCK PHASE I (HISTORICAL) 4 1 Figure 2.5-52 UFSAR 2/3-02.05-52 GENERALIZED SOIL PROFILE (NORTH-SOUTH) SECTION A-A (HISTORICAL) 4 1 Figure 2.5-53 UFSAR 2/3-02.05-53 SITE ON FEBRUARY 11, 1974, ONE MONTH PRIOR TO START OF EXCAVATION (HISTORICAL) 4 1 SITE ON OCTOBER 15, 1974, CUT TO FINISH SUBGRADE ELEVATION (EXCEPT UNIT 3 Figure 2.5-54 UFSAR 2/3-02.05-54 4 1 CONTAINMENT AND TURBINE AREA) (HISTORICAL)
Figure 2.5-55 UFSAR 2/3-02.05-55 SITE ON JULY 8, 1975, UNIT 3 CONTAINMENT STRUCTURE EXCAVATION (HISTORICAL) 4 1 Figure 2.5-56 UFSAR 2/3-02.05-56 STRATIGRAPHIC COLUMN SHOWING GEOPHYSICAL DATA (HISTORICAL) 4 1 Figure 2.5-57 UFSAR 2/3-02.05-57 DILATATIONAL WAVE VELOCITIES (HISTORICAL) 4 1 Figure 2.5-58 UFSAR 2/3-02.05-58 SHEAR WAVE VELOCITIES (HISTORICAL) 4 1 Figure 2.5-59 UFSAR 2/3-02.05-59 AS-CONSTRUCTED EXCAVATION PLAN (HISTORICAL) 4 2 November 2016 Page 7 of 17 Rev 25
SONGS 2/3 UFSAR / DSAR Master Table of Contents Chapter/Figure Document Number Title Rev Pgs Figure 2.5-60 UFSAR 2/3-02.05-60 TYPICAL AS-CONSTRUCTED EXCAVATION CROSS-SECTIONS (HISTORICAL) 4 1 Figure 2.5-61 UFSAR 2/3-02.05-61 DEWATERING SYSTEM PLAN (HISTORICAL) 4 2 Figure 2.5-62 UFSAR 2/3-02.05-62 MODULUS AND DAMPING VS. STRAIN SAN MATEO FORMATION SAND (HISTORICAL) 4 1 Figure 2.5-63 UFSAR 2/3-02.05-63 HORIZONTAL SOIL DEPOSIT (HISTORICAL) 4 1 Figure 2.5-64 UFSAR 2/3-02.05-64 LUMPED-MASS IDEALIZATION FOR SUBLAYER NO. J (HISTORICAL) 4 1 Figure 2.5-65 UFSAR 2/3-02.05-65 RESULTS OF SAND CONE TESTS ON IN-SITU SAN MATEO SAND (HISTORICAL) 4 1 Figure 2.5-66 UFSAR 2/3-02.05-66 ZONES OF EQUAL FACTOR-OF-SAFETY (HISTORICAL) 4 1 Figure 2.5-67 UFSAR 2/3-02.05-67 ZONES OF FACTOR-OF-SAFETY (HISTORICAL) 4 1 COMBINED CORRECTION FACTOR FOR CYCLIC TRIAXIAL COMPRESSION TESTS ACCOUNTING Figure 2.5-68 UFSAR 2/3-02.05-68 4 1 FOR MULTIDIRECTIONAL SHAKING AND OVERCONSOLIDATION* (HISTORICAL)
EQUIVALENT NUMBERS OF UNIFORM STRESS CYCLES BASED ON STRONGEST COMPONENTS Figure 2.5-69 UFSAR 2/3-02.05-69 4 1 OF GROUND MOTION* (HISTORICAL)
Figure 2.5-70 UFSAR 2/3-02.05-70 SCHEMATIC DIAGRAM OF THE DETERMINATION OF CORRECTION FACTOR C2 (HISTORICAL) 4 1 RELATIVE DENSITY - LIMITING SHEAR STRAIN RELATIONSHIPS FOR 30 STRESS CYCLES*
Figure 2.5-71 UFSAR 2/3-02.05-71 4 1 (HISTORICAL)
CORRELATION BETWEEN STRESS RATIO CAUSING VARIOUS DEGREES OF LIQUEFACTION IN Figure 2.5-72 UFSAR 2/3-02.05-72 4 1 THE FIELD AND IN THE LABORATORY AND PENETRATION RESISTANCE OF SAND (HISTORICAL)
Figure 2.5-73 UFSAR 2/3-02.05-73 COMPOSITE
SUMMARY
OF F.S. TO DEVELOP ?5% STRAIN (HISTORICAL) 4 1 Figure 2.5-74 UFSAR 2/3-02.05-74 FIELD DYNAMIC STRENGTH OF SAN MATEO SAND (PLANT AREA) (HISTORICAL) 4 1 Figure 2.5-75 UFSAR 2/3-02.05-75 FIELD DYNAMIC STRENGTH OF SAN MATEO SAND (OFFSHORE AREA) (HISTORICAL) 4 1 Figure 2.5-76 UFSAR 2/3-02.05-76 LOCATION PLAN OF FILLS BENEATH STRUCTURES (HISTORICAL) 4 1 Figure 2.5-77 UFSAR 2/3-02.05-77 ZONES OF FILL OUTSIDE PERMANENT SEAWALL (HISTORICAL) 4 1 Figure 2.5-78 UFSAR 2/3-02.05-78 SILTSTONE LOCATION PLAN (HISTORICAL) 4 1 Figure 2.5-79 UFSAR 2/3-02.05-79 FINER GRAINED SOIL LOCATION PLAN (HISTORICAL) 4 1 Figure 2.5-80 UFSAR 2/3-02.05-80 SITE GRADING AND ACCESS ROADS (HISTORICAL) 4 1 Figure 2.5-81 UFSAR 2/3-02.05-81 SECTION OF PROPOSED SWITCHYARD SLOPES (HISTORICAL) 4 1 Figure 2.5-82 UFSAR 2/3-02.05-82 IDEALIZED SWITCHYARD PROFILE (HISTORICAL) 4 1 Figure 2.5-83 UFSAR 2/3-02.05-83 IN-SITU DYNAMIC STRENGTH ENVELOPES - TERRACE DEPOSIT SOILS (HISTORICAL) 4 1 Figure 2.5-84 UFSAR 2/3-02.05-84 RESULTS OF STABILITY EVALUATION (HISTORICAL) 4 1 November 2016 Page 8 of 17 Rev 25
SONGS 2/3 UFSAR / DSAR Master Table of Contents Chapter/Figure Document Number Title Rev Pgs Figure 2.5-85 UFSAR 2/3-02.05-85 ZONES OF FACTOR-OF-SAFETY (HISTORICAL) 4 1 Figure 2.5-86 UFSAR 2/3-02.05-86 BORING LOG
SUMMARY
(HISTORICAL) 4 1 Figure 2.5-87 UFSAR 2/3-02.05-87 LOG OF BORING 1 (HISTORICAL) 4 1 Figure 2.5-88 UFSAR 2/3-02.05-88 LOG OF BORING 2 (HISTORICAL) 4 1 Figure 2.5-89 UFSAR 2/3-02.05-89 LOG OF BORING 3 (HISTORICAL) 4 1 Figure 2.5-90 UFSAR 2/3-02.05-90 LOG OF BORING 4 (HISTORICAL) 4 1 Figure 2.5-91 UFSAR 2/3-02.05-91 LOG OF BORING 4A (HISTORICAL) 4 1 Figure 2.5-92 UFSAR 2/3-02.05-92 LOG OF BORING 5 (HISTORICAL) 4 1 Figure 2.5-93 UFSAR 2/3-02.05-93 LOG OF BORING 6 (HISTORICAL) 4 1 Figure 2.5-94 UFSAR 2/3-02.05-94 LOG OF BORING 7 (HISTORICAL) 4 1 Figure 2.5-95 UFSAR 2/3-02.05-95 LOG OF BORING 8 (HISTORICAL) 4 1 Figure 2.5-96 UFSAR 2/3-02.05-96 LOG OF BORING 9 (HISTORICAL) 4 1 Figure 2.5-97 UFSAR 2/3-02.05-97 LOG OF BORING 9A (HISTORICAL) 4 1 Figure 2.5-98 UFSAR 2/3-02.05-98 LOG OF BORING 10 (HISTORICAL) 4 1 Figure 2.5-99 UFSAR 2/3-02.05-99 LOG OF BORING 10A (HISTORICAL) 4 1 Chapter 3 DESIGN OF STRUCTURES, COMPONENTS, EQUIPMENT Chapter 3 UFSAR 2/3-3.0 DESIGN OF STRUCTURES, COMPONENTS, EQUIPMENT 3 205 Figure 3.4-1 UFSAR 2/3-03.04-01 TYPICAL WATERSTOP INSTALLATION (HISTORICAL) 4 1 Figure 3.5-8 UFSAR 2/3-03.05-08 SCHEMATIC OF HELIPORT AND FLIGHT PATHS (HISTORICAL) 4 1 Figure 3.5-9 UFSAR 2/3-03.05-09 SAFETY-RELATED PENETRATIONS ROOF & EXPOSED WALLS AUX AND FUEL BLDG (HISTORY) 4 2 Figure 3.7-1 UFSAR 2/3-03.07-01 SITE SPECIFC DESIGN RESPONSE SPECTRA FOR 2% DAMPING (HISTORICAL) 4 1 Figure 3.7-2 UFSAR 2/3-03.07-02 DBE ACCELERATION TIME HISTORY ((HISTORICAL) 4 1 Figure 3.7-3 UFSAR 2/3-03.07-03 DESIGN AND TIME-HISTORY SPECTRA, 0% DAMPING (HISTORICAL) 4 1 Figure 3.7-4 UFSAR 2/3-03.07-04 DESIGN AND TIME-HISTORY SPECTRA, 0.5% DAMPING (HISTORICAL) 4 1 Figure 3.7-5 UFSAR 2/3-03.07-05 DESIGN AND TIME-HISTORY SPECTRA, 1% DAMPING (HISTORICAL) 4 1 Figure 3.7-6 UFSAR 2/3-03.07-06 DESIGN AND TIME-HISTORY SPECTRA, 2% DAMPING (HISTORICAL) 4 1 Figure 3.7-7 UFSAR 2/3-03.07-07 DESIGN AND TIME-HISTORY SPECTRA, 5% DAMPING (HISTORICAL) 4 1 Figure 3.7-8 UFSAR 2/3-03.07-08 DESIGN AND TIME-HISTORY SPECTRA, 7% DAMPING (HISTORICAL) 4 1 November 2016 Page 9 of 17 Rev 25
SONGS 2/3 UFSAR / DSAR Master Table of Contents Chapter/Figure Document Number Title Rev Pgs Figure 3.7-9 UFSAR 2/3-03.07-09 DESIGN AND TIME-HISTORY SPECTRA, 10% DAMPING (HISTORICAL) 4 1 Figure 3.7-10 UFSAR 2/3-03.07-10 DESIGN AND TIME-HISTORY SPECTRA, 20% DAMPING (HISTORICAL) 4 1 Figure 3.7-11 UFSAR 2/3-03.07-11 HYSTERETIC DAMPING SAN MATEO FORMATION SAND (HISTORICAL) 4 1 Figure 3.7-12 UFSAR 2/3-03.07-12 MODULUS AND DAMPING VS. STRAIN SAN MATEO FORMATION SAND (HISTORICAL) 4 1 Figure 3.7-13 UFSAR 2/3-03.07-13 CONDUIT BEHAVIOR DURING A SEISMIC EVENT (HISTORICAL) 4 1 Figure 3.7-14 UFSAR 2/3-03.07-14 BSAP MODEL USED FOR BOX CONDUIT ANALYSIS AND DESIGN (HISTORICAL) 4 1 Figure 3.7-15 UFSAR 2/3-03.07-15 CONTAINMENT W/ NSSS EQUIP MATH MODEL FOR TIME-HIST ANALYSIS (HISTORICAL) 4 2 Figure 3.7-16 UFSAR 2/3-03.07-16 CONTNMNT STRUCT ASHSD AXISYM MATH MODEL FOR STATIC & DYNAMIC ANAL (HIST) 4 1 Figure 3.7-17 UFSAR 2/3-03.07-17 CONTNMNT STRUCT ASHSD AXISYM MATH MODEL FOR STATIC & DYNAMIC ANAL (HIST) 4 1 Figure 3.7-18 UFSAR 2/3-03.07-18 INTERNAL STRUCT CONTNMNT MATH MODELS FOR STATIC & DYNAMIC ANALYSES (HISTORY) 5 1 Figure 3.7-19 UFSAR 2/3-03.07-19 CONTAINMENT INTERIOR (SAP MODEL) EXPLODED ISOMETRIC (HISTORICAL) 4 1 Figure 3.7-20 UFSAR 2/3-03.07-20 CONTAINMENT INTERIOR (SAP MODEL) DEVELOPED SECONDARY SHIELD WALLS (HISTORY) 4 1 Figure 3.7-21 UFSAR 2/3-03.07-21 AUXILIARY BUILDING MATHEMATICAL MODEL FOR DYNAMIC ANALYSES (HISTORICAL) 4 1 Figure 3.7-22 UFSAR 2/3-03.07-22 FUEL HANDLING BUILDING MATHEMATICAL MODEL FOR DYNAMIC ANALYSIS (HISTORICAL) 4 1 Figure 3.7-23 UFSAR 2/3-03.07-23 SAFETY EQUIPMENT BUILD MATH MODEL FOR STATIC & DYNAMIC ANALYSES (HISTORICAL) 4 2 Figure 3.7-24 UFSAR 2/3-03.07-24 SAFETY EQUIPMENT BUILDING TYPICAL MESH SIZE REPRESENTATION (HISTORICAL) 4 1 ELECTRICAL & PIPING GALLERY MATH MODEL FOR STATIC & DYNAMIC Figure 3.7-25 UFSAR 2/3-03.07-25 4 4 ANALYSES(HISTORICAL)
Figure 3.7-26 UFSAR 2/3-03.07-26 SAP ANTISYMMETRIC MODEL OF SAN ONOFRE 2 AND 3 POWER BLOCK (HISTORICAL) 4 1 Figure 3.7-27 UFSAR 2/3-03.07-27 INTAKE STRUCTURE MATH MODEL FOR EQUIVALENT STATIC LOAD ANALYSIS (HISTORICAL) 4 3 INTAKE STRUCT MATH MODEL FOR INSTANT DISPLACEMENT PROFILE ANALYSIS Figure 3.7-28 UFSAR 2/3-03.07-28 4 2 (HISTORICAL)
Figure 3.7-29 UFSAR 2/3-03.07-29 TYPICAL REACTOR COOLANT SYSTEM SEISMIC ANALYSIS MODEL (HISTORICAL) 4 1 Figure 3.7-30 UFSAR 2/3-03.07-30 PRESSURIZER SEISMIC ANALYSIS MODEL (HISTORICAL) 4 1 Figure 3.7-31 UFSAR 2/3-03.07-31 CONTAINMENT SHELL SELECTED TOTAL RESPONSE FROM DBE ANALYSIS (HISTORICAL) 4 1 Figure 3.7-32 UFSAR 2/3-03.07-32 CONTAINMENT INT STRUCT SELECTED TOTAL RESPONSE FROM DBE ANALYSIS (HISTORICAL) 4 1 November 2016 Page 10 of 17 Rev 25
SONGS 2/3 UFSAR / DSAR Master Table of Contents Chapter/Figure Document Number Title Rev Pgs Figure 3.7-33 UFSAR 2/3-03.07-33 SAFETY EQUIPMENT BUILD SELECTED TOTAL RESPONSE FROM DBE ANALYSIS (HISTORY) 4 1 Figure 3.7-34 UFSAR 2/3-03.07-34 ELECTRIC & PIPING GALLERY STRUCT SELECT TOTAL RESPONSE FROM DBE ANALYSIS (HIST) 4 1 Figure 3.7-35 UFSAR 2/3-03.07-35 CONDENSATE & REFUEL TANK ENCL MATH MODEL STATIC & DYNAMIC ANALYSES (HIST) 4 1 Figure 3.7-36 UFSAR 2/3-03.07-36 DIESEL GENERATOR BUILDING MATHEMATICAL MODEL FOR DYNAMIC ANALYSES (HISTORY) 4 1 Figure 3.8-15 UFSAR 2/3-03.08-15 EQUIPMENT HATCH BOUNDARY CONDITIONS FOR FINITE ELEMENT ANALYSIS 4 1 Figure 3.8-16 UFSAR 2/3-03.08-16 EQUIPMENT HATCH PENETRATION REGION FINITE ELEMENT MODEL GEOMETRY 4 1 Figure 3.8-17 UFSAR 2/3-03.08-17 EQUIPMENT HATCH FINITE ELEMENT ANALYSIS 4 4 Figure 3.8-18 UFSAR 2/3-03.08-18 EQUIPMENT HATCH LAYERED ELEMENTS THROUGH WALL THICKNESS 4 1 Figure 3.8-20 UFSAR 2/3-03.08-20 PERSONNEL LOCK EXTERIOR AND INTERIOR VIEW (HISTORICAL) 4 2 Figure 3.8-21 UFSAR 2/3-03.08-21 ESCAPE LOCK EXTERIOR AND INTERIOR VIEW (HISTORICAL) 4 2 CONTAINMENT STRUCTURE INTERACTION DIAGRAMS WITH ACTUAL RESULTS OF PRINCIPAL Figure 3.8-22 UFSAR 2/3-03.08-22 5 20 LOAD COMBINATIONS Figure 3.8-32 UFSAR 2/3-03.08-32 AUXILIARY BUILDING TYPICAL SECTION ELEVATIONS 4 1 Figure 3.8-50 UFSAR 2/3-03.08-50 JOINT DETAIL (HISTORICAL) 4 1 Figure 3.8-51 UFSAR 2/3-03.08-51 FINAL ANALYSIS LOADING COMBINATIONS OF CONTAINMENT SHELL 4 1 Appendix 3.7A UFSAR 2/3-03.07A APPENDIX 3.7A SEISMIC RESPONSE SPECTRA 20 8 PDF Report 3.7C UFSAR 2/3-03.07C SOIL-STRUCTURE INTERACTION PARAMETERS (HISTORICAL) 20 124 APPENDIX 3.8A VISUAL INSPECTION CRITERIA FOR STRUCTURAL STEEL AND Appendix 3.8A UFSAR 2/3-03.08A 20 7 MISCELLANEOUS METAL WELDING TO MEET DESIGN REQUIREMENTS Figure 3.8A-1 UFSAR 2/3-03.08A-01 WELDS ALONG PRE-EXISTING FLARED EDGES 4 1 APPENDIX 3B - A FUNCTIONAL EVALUATION OF THE COMPONENTS OF THE SYSTEMS SHARED Appendix 3B UFSAR 2/3-03B 24 6 BY THE TWO UNITS Appendix 3C UFSAR 2/3-03C APPENDIX 3C COMPUTER PROGRAMS USED IN STRUCTURAL ANALYSIS 21 69 Figure 3C-1-1 UFSAR 2/3-03C-1-1 LONGITUDINAL SECTION OF THE PCRV (FINEL EXAMPLE 1) 4 1 Figure 3C-1-2 UFSAR 2/3-03C-1-2 FINITE ELEMENT IDEALIZATION OF PCRV (FINEL EXAMPLE 1) 4 1 Figure 3C-1-3 UFSAR 2/3-03C-1-3 REGIONS OF CRACKING (FINEL EXAMPLE 1) 4 3 Figure 3C-1-4 UFSAR 2/3-03C-1-4 LOAD-DEFORMATION CURVES FROM FINEL VERIFICATIONS USING A PCRV (FINEL EXAMPLE 1) 4 1 November 2016 Page 11 of 17 Rev 25
SONGS 2/3 UFSAR / DSAR Master Table of Contents Chapter/Figure Document Number Title Rev Pgs Figure 3C-1-5 UFSAR 2/3-03C-1-5 EXPERIMENTAL BEAM DIMENSIONS (FINEL EXAMPLE 2) 4 1 Figure 3C-1-6 UFSAR 2/3-03C-1-6 FINITE ELEMENT MESH (FINEL EXAMPLE 2) 4 2 Figure 3C-1-7 UFSAR 2/3-03C-1-7 REGIONS OF CRACKING (FINEL EXAMPLE 2) 4 1 LOAD-DISPLACEMENT CURVES FROM FINEL VERIFICATION USING A SIMPLY SUPPORTED Figure 3C-1-8 UFSAR 2/3-03C-1-8 4 1 BEAM (FINEL EXAMPLE 2)
Figure 3C-1-9 UFSAR 2/3-03C-1-9 BEAM GEOMETRY AND FINITE-ELEMENT MESH (FINEL EXAMPLE 3) 4 1 Figure 3C-1-10 UFSAR 2/3-03C-1-10 FINITE-ELEMENT MODEL (FINEL EXAMPLE 4) 4 1 Figure 3C-1-11 UFSAR 2/3-03C-1-11 FINITE-ELEMENT MODEL (FINEL EXAMPLE 5) 4 1 Figure 3C-1-12 UFSAR 2/3-03C-1-12 TEMPERATURE DISTRIBUTION (FINEL EXAMPLE 5) 4 1 Figure 3C-1-13 UFSAR 2/3-03C-1-13 FINITE-ELEMENT MODEL (FINEL EXAMPLE 6) 4 1 Figure 3C-1-14 UFSAR 2/3-03C-1-14 BILINEAR TEMPERATURE GRADIENT (FINEL EXAMPLE 6) 4 1 Figure 3C-1-15 UFSAR 2/3-03C-1-15 DEEP ELASTIC PANEL LAYOUT (FINEL EXAMPLE 7) 4 1 Figure 3C-1-16 UFSAR 2/3-03C-1-16 EXTRAPOLATIONS FOR CORNER STRESSES (FINEL EXAMPLE 7) 4 1 Figure 3C-1-17 UFSAR 2/3-03C-1-17 DEEP ELASTIC PANEL LAYOUT (FINEL EXAMPLE 8) 4 1 Figure 3C-2-1 UFSAR 2/3-03C-2-1 FINITE-ELEMENT MODEL, SINGLE-LAYER SHELL THICKNESS (ASHSD EXAMPLE 1) 4 1 Figure 3C-2-2 UFSAR 2/3-03C-2-2 FINITE-ELEMENT MODEL, THREE-LAYER SHELL THICKNESS (ASHSD EXAMPLE 1) 4 1 Figure 3C-2-3 UFSAR 2/3-03C-2-3 SIMPLY SUPPORTED CYLINDER (ASHSD EXAMPLE 2) 4 1 Figure 3C-2-4 UFSAR 2/3-03C-2-4 FINITE-ELEMENT MODEL, SIMPLY SUPPORTED CYLINDER (ASHSD EXAMPLE 2) 4 1 COMPARISON OF ASHSD RADIAL AND ANALYTICALLY OBTAINED DISPLACEMENTS (ASHSD Figure 3C-2-5 UFSAR 2/3-03C-2-5 4 1 EXAMPLE 2)
COMPARISON OF ASHSD LONGITUDINAL AND ANALYTICALLY OBTAINED MOMENTS (ASHSD Figure 3C-2-6 UFSAR 2/3-03C-2-6 4 1 EXAMPLE 2)
Figure 3C-2-7 UFSAR 2/3-03C-2-7 SPHERICAL DOME (ASHSD EXAMPLE 3) 4 1 Figure 3C-2-8 UFSAR 2/3-03C-2-8 FINITE-ELEMENT MODEL, SPHERICAL DOME, DEAD LOAD ANALYSIS (ASHSD EXAMPLE 3) 4 1 COMPARISON OF ASHSD AND ANALYTICALLY OBTAINED LONGITUDINAL FORCES (ASHSD Figure 3C-2-9 UFSAR 2/3-03C-2-9 4 1 EXAMPLE 3)
COMPARISON OF ASHSD AND ANALYTICALLY OBTAINED CIRCUMFERENTIAL FORCES (ASHSD Figure 3C-2-10 UFSAR 2/3-03C-2-10 4 1 EXAMPLE 3)
PRESSURIZED, UNIFORMLY HEATED, CIRCULAR CYLINDRICAL SHELL WITH CLAMPED ENDS Figure 3C-2-11 UFSAR 2/3-03C-2-11 4 1 (ASHSD EXAMPLE 4)
Figure 3C-2-12 UFSAR 2/3-03C-2-12 FINITE-ELEMENT MODEL (ASHSD EXAMPLE 4) 4 1 November 2016 Page 12 of 17 Rev 25
SONGS 2/3 UFSAR / DSAR Master Table of Contents Chapter/Figure Document Number Title Rev Pgs COMPARISON OF ASHSD LONGITUDINAL MOMENTS AND ANALYTICALLY OBTAINED (ASHSD Figure 3C-2-13 UFSAR 2/3-03C-2-13 4 1 EXAMPLE 4)
Figure 3C-2-14 UFSAR 2/3-03C-2-14 SHORT, WIDE CYLINDER (ASHSD EXAMPLE 5) 4 1 Figure 3C-2-15 UFSAR 2/3-03C-2-15 FINITE-ELEMENT MODEL; SHORT, WIDE CYLINDER (ASHSD EXAMPLE 5) 4 1 LONGITUDINAL BENDING MOMENT AND RADIAL DISPLACEMENT, HARMONIC N = 0 (ASHSD Figure 3C-2-16 UFSAR 2/3-03C-2-16 4 1 EXAMPLE 5)
LONGITUDINAL BENDING MOMENT AND RADIAL DISPLACEMENT, HARMONIC N = 2 (ASHSD Figure 3C-2-17 UFSAR 2/3-03C-2-17 4 1 EXAMPLE 5)
LONGITUDINAL BENDING MOMENT AND RADIAL DISPLACEMENT, HARMONIC N = 5 (ASHSD Figure 3C-2-18 UFSAR 2/3-03C-2-18 4 1 EXAMPLE 5)
LONGITUDINAL BENDING MOMENT AND RADIAL DISPLACEMENT, HARMONIC N = 20 (ASHSD Figure 3C-2-19 UFSAR 2/3-03C-2-19 4 1 EXAMPLE 5)
Figure 3C-2-20 UFSAR 2/3-03C-2-20 FINITE-ELEMENT MODEL AND APPLIED LOAD (ASHSD EXAMPLE 6) 4 1 Figure 3C-2-21 UFSAR 2/3-03C-2-21 FINITE ELEMENT MODEL (ASHSD EXAMPLE 7) 4 1 Figure 3C-2-22 UFSAR 2/3-03C-2-22 FINITE ELEMENT MODEL (ASHSD EXAMPLE 8) 4 1 Figure 3C-3-1 UFSAR 2/3-03C-3-1 LUMPED-MASS MODEL (SUPER SMIS EXAMPLE 1) 4 1 Figure 3C-3-2 UFSAR 2/3-03C-3-2 ABSOLUTE ACCELERATION (SUPER SMIS EXAMPLE 1) 4 1 Figure 3C-3-3 UFSAR 2/3-03C-3-3 EIGENVALUE ANALYSIS MODEL (SUPER SMIS EXAMPLE 2) 4 1 Figure 3C-3-4 UFSAR 2/3-03C-3-4 TRI-DIMENSIONAL SPACE TRUSS (SUPER SMIS EXAMPLE 3) 4 1 Figure 3C-3-5 UFSAR 2/3-03C-3-5 CONSTANT STRAIN TRIANGLE (SUPER SMIS EXAMPLE 4) 4 1 Figure 3C-3-6 UFSAR 2/3-03C-3-6 TWO-DIMENSIONAL PLANAR TRUSS (SUPER SMIS EXAMPLE 5) 4 1 Figure 3C-3-7 UFSAR 2/3-03C-3-7 MULTISTORY BUILDING TIME-HISTORY ANALYSIS (SUPER SMIS EXAMPLE 6) 4 1 Figure 3C-3-8 UFSAR 2/3-03C-3-8 FIRST FLOOR DISPLACEMENT RESPONSE (SUPER SMIS EXAMPLE 6) 4 1 Figure 3C-3-9 UFSAR 2/3-03C-3-9 SECOND FLOOR DISPLACEMENT RESPONSE (SUPER SMIS EXAMPLE 6) 4 1 Figure 3C-4-1 UFSAR 2/3-03C-4-1 SINGLE DEGREE-OF-FREEDOM OSCILLATOR SUBJECTED TO SUPPORT ACCELERATION 4 1 Figure 3C-4-2 UFSAR 2/3-03C-4-2 SYMMETRICAL TRIANGULAR PULSE LOAD 4 1 Figure 3C-4-3 UFSAR 2/3-03C-4-3 RESPONSE SPECTRA COMPARISON (SPECTRA EXAMPLE 1) 4 1 Figure 3C-4-4 UFSAR 2/3-03C-4-4 RESPONSE SPECTRA COMPARISON (SPECTRA EXAMPLE 2) 4 1 DAMPED SINGLE DEGREE-OF-FREEDOM OSCILLATOR SUBJECTED TO SUPPORT Figure 3C-4-5 UFSAR 2/3-03C-4-5 4 1 ACCELERATION November 2016 Page 13 of 17 Rev 25
SONGS 2/3 UFSAR / DSAR Master Table of Contents Chapter/Figure Document Number Title Rev Pgs PLANE FRAME COMPOSED OF BEAM, TRUSS AND BOUNDARY ELEMENTS (SAP EXAMPLES 1, 8, Figure 3C-5-1 UFSAR 2/3-03C-5-1 4 1 28, 29, 30, AND 33)
TWO-STORY THREE-DIMENSIONAL SPACE FRAME COMPOSED OF BEAM AND MEMBRANE Figure 3C-5-2 UFSAR 2/3-03C-5-2 4 1 ELEMENTS (SAP EXAMPLE 2)
Figure 3C-5-3 UFSAR 2/3-03C-5-3 FLAT PLATE SUBJECTED TO IN-PLANE LOADING (SAP EXAMPLE 3) 4 1 Figure 3C-5-4 UFSAR 2/3-03C-5-4 FLAT PLATE SUBJECTED TO OUT-OF-PLANE LOADING (SAP EXAMPLE 4) 4 1 Figure 3C-5-5 UFSAR 2/3-03C-5-5 CYLINDRICAL SECTION COMPOSED OF AXISYMMETRIC RING ELEMENTS (SAP EXAMPLE 5) 4 1 Figure 3C-5-6 UFSAR 2/3-03C-5-6 RETAINING WALL COMPOSED OF PLATE ELEMENTS (SAP EXAMPLE 6) 4 1 Figure 3C-5-7 UFSAR 2/3-03C-5-7 FLAT PLATE COMPOSED OF SHELL ELEMENTS (SAP EXAMPLE 7) 4 1 Figure 3C-5-8 UFSAR 2/3-03C-5-8 FLAT PLATE COMPOSED OF SHELL ELEMENTS (SAP EXAMPLE 9) 4 1 Figure 3C-5-9 UFSAR 2/3-03C-5-9 HYPERBOLIC COOLING TOWER COMPOSED OF SHELL ELEMENTS (SAP EXAMPLE 10) 4 1 Figure 3C-5-10 UFSAR 2/3-03C-5-10 SEGMENT OF A CYLINDER COMPOSED OF BRICK ELEMENTS (ARCH DAM) (SAP EXAMPLE 11) 4 1 Figure 3C-5-11 UFSAR 2/3-03C-5-11 AREA AROUND A CYLINDRICAL PENETRATION IN A CYLINDER (SAP EXAMPLE 12) 4 2 SEGMENT OF A CYLINDER COMPOSED OF THICK SHELL ELEMENTS (ARCH DAM) (SAP Figure 3C-5-12 UFSAR 2/3-03C-5-12 4 1 EXAMPLE 13)
SEGMENT OF A CYLINDER WALL COMPOSED OF AXISYMMETRIC RING ELEMENTS (SAP Figure 3C-5-13 UFSAR 2/3-03C-5-13 4 1 EXAMPLE 14)
Figure 3C-5-14 UFSAR 2/3-03C-5-14 PLANE FRAME COMPOSED OF BEAM AND CURVED BEAM ELEMENTS (SAP EXAMPLE 15) 4 1 MULTISTORY PLANE FRAME COMPOSED OF BEAM ELEMENTS (SAP EXAMPLES 16, 19, 24, 25, Figure 3C-5-15 UFSAR 2/3-03C-5-15 4 1 AND 34)
SINGLE-STORY SPACE FRAME COMPOSED OF BEAM ELEMENTS (SAP EXAMPLES 17, 18, 20, 21, Figure 3C-5-16 UFSAR 2/3-03C-5-16 4 1 22, 23, 27, 31, AND 32)
Figure 3C-5-17 UFSAR 2/3-03C-5-17 MULTISTORY SPACE FRAME COMPOSED OF BEAM ELEMENTS (SAP EXAMPLE 26) 4 1 Figure 3C-5-18 UFSAR 2/3-03C-5-18 MULTISTORY PLANE FRAME COMPOSED OF BEAM ELEMENTS (SAP EXAMPLE 35) 4 1 ARITHMETIC CHECK, THE GLOBAL AXES PASS THROUGH THE REFERENCE NODE (COPK Figure 3C-7-1 UFSAR 2/3-03C-7-1 4 1 EXAMPLE 1)
ARITHMETIC CHECK, RESULTS OF MANUAL CALCULATIONS FOR THE BOX-TYPE BUILDING Figure 3C-7-2 UFSAR 2/3-03C-7-2 4 1 SHOWN IN FIGURE 3C.7-1 ARITHMETIC CHECK, THE GLOBAL AXES PASS THROUGH A CORNER OF THE STRUCTURE Figure 3C-7-3 UFSAR 2/3-03C-7-3 4 1 (COPK EXAMPLE 2)
Figure 3C-7-4 UFSAR 2/3-03C-7-4 ARITHMETIC CHECK (COPK EXAMPLE 3) 4 1 November 2016 Page 14 of 17 Rev 25
SONGS 2/3 UFSAR / DSAR Master Table of Contents Chapter/Figure Document Number Title Rev Pgs EXAMPLE BUILDING FOR DEFLECTION CHECK, INTERIOR ASSEMBLIES OMITTED TO SHOW Figure 3C-7-5 UFSAR 2/3-03C-7-5 4 1 LOCATION OF REFERENCE NODES DEFLECTION CHECK, STRUCTURAL COMPONENTS HAVING GEOMETRICALLY SYMMETRIC Figure 3C-7-6 UFSAR 2/3-03C-7-6 4 1 CROSS-SECTION DEFLECTION CHECK, STRUCTURAL COMPONENTS HAVING GEOMETRICALLY NONSYMMETRIC Figure 3C-7-7 UFSAR 2/3-03C-7-7 CROSS-SECTION, EXTERIOR SHEAR WALLS OMITTED TO SHOW INTERIOR ASSEMBLY DETAILS 4 1 (COPK EXAMPLE 4)
DEFLECTION CHECK, STRUCTURAL COMPONENTS HAVING GEOMETRICALLY NONSYMMETRIC Figure 3C-7-8 UFSAR 2/3-03C-7-8 4 1 CROSS-SECTION (COPK EXAMPLE 4)
Figure 3C-10-1 UFSAR 2/3-03C-10-1 HEMISPHERICAL DOME 4 1 Figure 3C-10-2 UFSAR 2/3-03C-10-2 HEMISPHERICAL DOME - IDENTIFICATION NUMBERS OF THE NODAL POINTS IN THE XZ-PLANE 4 1 Figure 3C-10-3 UFSAR 2/3-03C-10-3 SPHERE-TORUS DOME 4 1 Figure 3C-10-4 UFSAR 2/3-03C-10-4 SPHERE-TORUS DOME - IDENTIFICATION NUMBERS OF THE NODAL POINTS IN THE XZ-PLANE 4 1 Figure 3C-12-1 UFSAR 2/3-03C-12-1 EXAMPLE PROBLEM FOR TMCALC COMPUTER PROGRAM 4 1 Figure 3C-13-1 UFSAR 2/3-03C-13-1 EXAMPLE PROBLEM FOR FORCE COMPUTER PROGRAM 4 1 Chapter 4 REACTOR Chapter 4 UFSAR 2/3-4.0 REACTOR 3 8 Chapter 5 REACTOR COOLANT SYSTEM AND CONNECTED SYSTEMS Chapter 5 UFSAR 2/3-5.0 REACTOR COOLANT SYSTEM AND CONNECTED SYSTEMS 3 1 Chapter 6 ENGINEERED SAFETY FEATURES Chapter 6 UFSAR 2/3-6.0 ENGINEERED SAFETY FEATURES 3 2 Chapter 7 INSTRUMENTATION AND CONTROLS Chapter 7 UFSAR 2/3-7.0 INSTRUMENTATION AND CONTROLS 3 6 Chapter 8 ELECTRIC POWER Chapter 8 UFSAR 2/3-8.0 ELECTRIC POWER 3 6 November 2016 Page 15 of 17 Rev 25
SONGS 2/3 UFSAR / DSAR Master Table of Contents Chapter/Figure Document Number Title Rev Pgs Chapter 9 AUXILIARY SYSTEMS Chapter 9 UFSAR 2/3-9.0 AUXILIARY SYSTEMS 3 133 Figure 9.1-2A UFSAR 2/3-09.01-02 REGION I SPENT FUEL STORAGE RACKS NOMINAL CELL GEOMETRY 4 4 Figure 9.1-3 UFSAR 2/3-09.01-03 ARRANGEMENT OF MAJOR COMPONENTS OF THE FUEL HANDLING SYSTEM 5 2 Figure 9.1-4 UFSAR 2/3-09.01-04 SPENT FUEL STORAGE AREA FUEL RACK MODULE ARRANGEMENT 4 1 Figure 9.1-5 UFSAR 2/3-09.01-05 SPENT FUEL STORAGE MODULE TYPICAL ELEVATION 4 1 Figure 9.1-6 UFSAR 2/3-09.01-06 TYPICAL SECTIONS 4 X 8 AND 8 X 8 RACK MODULES 4 1 Figure 9.1-9 UFSAR 2/3-09.01-09 SAN ONOFRE UNITS 1, 2, AND 3 SKETCH OF FUEL ASSEMBLIES IN SPENT FUEL RACK 7 3 Figure 9.1-21 UFSAR 2/3-09.01-21 SPENT FUEL HANDLING MACHINE 4 1 Figure 9.1-22 UFSAR 2/3-09.01-22 NEW FUEL ELEVATOR 4 1 Figure 9.1-23 UFSAR 2/3-09.01-23 FUEL HANDLING TOOLS 4 1 Figure 9.1-24 UFSAR 2/3-09.01-24 FUEL HANDLING BUILDING CASK HANDLING CRANE TRAVEL PATH REQUIREMENTS PLAN 4 1 Figure 9.1-25 UFSAR 2/3-09.01-25 FUEL HANDLING BUILDING CASK CRANE HOOK HEIGHT REQUIREMENTS 4 1 Figure 9.1-26 UFSAR 2/3-09.01-26 FUEL HANDLING BUILDING CASK LIFT AT STORAGE POOL 4 1 Chapter 9A SAN ONOFRE 2&3 ALIGNMENT WITH NUREG-1738 Chapter 9A UFSAR 2/3-09A SAN ONOFRE 2&3 ALIGNMENT WITH NUREG-1738 3 15 Chapter 10 STEAM AND POWER CONVERSION SYSTEM Chapter 10 UFSAR 2/3-10.0 STEAM AND POWER CONVERSION SYSTEM 3 1 Chapter 11 RADIOACTIVE WASTE MANAGEMENT Chapter 11 UFSAR 2/3-11.0 RADIOACTIVE WASTE MANAGEMENT 3 29 Figure 11.3-2 UFSAR 2/3-11.03-02 GASEOUS RADWASTE AND LOW-ACTIVITY VENT GAS COLLECTION SYSTEMS FLOW DIAGRAM 4 1 Figure 11.4-3 UFSAR 2/3-11.04-03 SAMPLE CONDITIONING SKID FLOW DIAGRAM 0 1 Chapter 12 RADIATION PROTECTION Chapter 12 UFSAR 2/3-12.0 RADIATION PROTECTION 3 28 Figure 12.2-1 UFSAR 2/3-12.02-01 DOSE RATE IN WATER AXIALLY ABOVE MAXIMUM SPENT ASSEMBLY 4 1 Figure 12.2-2 UFSAR 2/3-12.02-02 DOSE RATE IN WATER FROM SIDE OF MAXIMUM SPENT ASSEMBLY 4 1 November 2016 Page 16 of 17 Rev 25
SONGS 2/3 UFSAR / DSAR Master Table of Contents Chapter/Figure Document Number Title Rev Pgs Chapter 13 CONDUCT OF OPERATIONS Chapter 13 UFSAR 2/3-13.0 CONDUCT OF OPERATIONS 3 8 Chapter 14 INITIAL TEST PROGRAM Chapter 14 UFSAR 2/3-14.0 INITIAL TEST PROGRAM 3 1 Chapter 15 ACCIDENT ANALYSES Chapter 15 UFSAR 2/3-15.0 ACCIDENT ANALYSES 3 1 Appendix 15G DOSE MODELS USED TO EVALUATE THE CONSEQUENCES OF ACCIDENTS ANALYZED WITH THE ALTERNATIVE SOURCE TERM METHODOLOGY DOSE MODELS USED TO EVALUATE THE CONSEQUENCES OF ACCIDENTS Appendix 15G UFSAR 2/3-15G 3 11 ANALYZED WITH THE ALTERNATIVE SOURCE TERM METHODOLOGY Chapter 16 TECHNICAL SPECIFICATIONS Chapter 16 UFSAR 2/3-16.0 TECHNICAL SPECIFICATIONS 3 1 Chapter 17 QUALITY ASSURANCE Chapter 17 UFSAR 2/3-17.0 QUALITY ASSURANCE 3 1 November 2016 Page 17 of 17 Rev 25