ML19011A226
| ML19011A226 | |
| Person / Time | |
|---|---|
| Site: | San Onofre  |
| Issue date: | 12/06/2018 |
| From: | Southern California Edison Co |
| To: | Office of Nuclear Reactor Regulation |
| Shared Package | |
| ML19011A401 | List: |
| References | |
| Download: ML19011A226 (17) | |
Text
Chapter/Figure Document Number Title Rev Pgs Table of Contents UFSAR 2/3 MASTER CONTENTS MASTER CONTENTS 26 17 Chapter 1 UFSAR 2/3-
1.0 INTRODUCTION
AND GENERAL DESCRIPTION OF PLANT 4
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 UFSAR 2/3-2.0 SITE CHARACTERISTICS 4
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 Figure 2.2-1 UFSAR 2/3-02.02-01 LOCATION OF NEARBY INDUSTRIAL, TRANSPORTATION AND MILITARY FACILITIES (HISTORICAL) 4 1
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
Chapter 1 INTRODUCTION AND GENERAL DESCRIPTION OF PLANT Chapter 2 SITE CHARACTERISTICS SONGS 2/3 UFSAR / DSAR Master Table of Contents November 2018 Page 1 of 17 Rev 26
Chapter/Figure Document Number Title Rev Pgs SONGS 2/3 UFSAR / DSAR Master Table of Contents 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 Appendix 2.3B UFSAR 2/3-02.03B 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 DIRECTION SUMMARIES BY PASQUILL STABILITY CATEGORY FOR SAN DIEGO, CALIFORNIA (PERIOD OF RECORD 1955 20 15 PDF Report 2.3C UFSAR 2/3-02.03C ANNUAL JOINT FREQUENCY WIND SPEED-WIND DIRECTION SUMMARIES BY PASQUILL STABILITY CATEGORY FOR SAN DIEGO,CALIFORNIA (PERIOD OF RECORD 19551964) FROM THE STAR PROGRAM (TABLES 2.3C-1 THROUGH 2.3C-8) (HISTORICAL) 20 9
PDF Report 2.3D UFSAR 2/3-02.03D ANNUAL JOINT FREQUENCY WIND SPEED-WIND DIRECTION SUMMARIES BY PASQUILL STABILITY CATEGORY FOR LOS ANGELES, CALIFORNIA (PERIOD OF RECORD 19551964)
FROM THE STAR PROGRAM (TABLES 2.3D-1 THROUGH 2.3D-8) (HISTORICAL) 20 9
November 2018 Page 2 of 17 Rev 26
Chapter/Figure Document Number Title Rev Pgs SONGS 2/3 UFSAR / DSAR Master Table of Contents PDF Report 2.3E UFSAR 2/3-02.03E ANNUAL JOINT FREQUENCY WIND SPEED-WIND DIRECTION SUMMARIES BY PASQUILL STABILITY CATEGORY FOR SAN DIEGO AND LOS ANGELES, CALIFORNIA (PERIOD OF RECORD 1973-1974) FROM THE STAR PROGRAM (TABLES 2.3E-1 THROUGH 2.3E-16)
(HISTORICAL) 20 17 PDF Report 2.3F UFSAR 2/3-02.03F MONTHLY JOINT FREQUENCY WIND SPEED-WIND DIRECTION SUMMARIES BY PASQUILL STABILITY CATEGORY AT THE 10-METER WIND LEVEL FOR THE PLANT SITE (PERIOD OF RECORD 1/25/73 - 1/24/76) (TABLES 2.3F-1 THROUGH 2.3F-84) (HISTORICAL) 20 85 PDF Report 2.3G UFSAR 2/3-02.03G (HISTORICAL) MONTHLY JOINT FREQUENCY WIND SPEED-WIND DIRECTION SUMMARIES BY PASQUILL STABILITY CATEGORY AT THE UPPER WIND LEVELS (36.6 M AND 40 M) FOR THE PLANT SITE (PERIOD OF RECORD 1/25/73-1/24/76) (TABLES 2.3G-1 THROUGH 2.3G-84) 20 85 PDF Report 2.3H UFSAR 2/3-02.03H ANNUAL AND MONTHLY JOINT FREQUENCY WIND SPEED-WIND DIRECTION SUMMARIES AT THE 10 METER AND 36.6/40 METER WIND LEVELS FOR THE SAN ONOFRE PLANT SITE (TABLES 2.3H-1 THROUGH 2.3H-26) (HISTORICAL) 20 27 PDF Report 2.3I UFSAR 2/3-02.03I ANNUAL AND MONTHLY WIND DIRECTION PERSISTENCE (DURATION) SUMMARIES AT 10 METER AND 36.6/40 METER WIND LEVELS FOR THE SAN ONOFRE PLANT SITE (TABLES 2.3I-1 THROUGH 2.3I-26) (HISTORICAL) 20 27 PDF Report 2.3J UFSAR 2/3-02.03J DIURNAL WIND VARIATION TABLES FOR THE 10 METER LEVEL AT THE SAN ONOFRE PLANT SITE (TABLES 2.3J-1 THROUGH 2.3J-26) (HISTORICAL) 20 27 PDF Report 2.3K UFSAR 2/3-02.03K DIURNAL WIND VARIATION TABLES FOR THE 36.6/40 METER LEVELS AT THE SAN ONOFRE PLANT SITE (TABLES 2.3K-1 THROUGH 2.3K-26) (HISTORICAL) 20 27 PDF Report 2.3L UFSAR 2/3-02.03L DIURNAL VARIATION AND PERSISTENCE OF PASQUILL STABILITY CATEGORIES AND LOW LEVEL INVERSIONS AT THE SAN ONOFRE PLANT SITE (TABLES 2.3L-1 THROUGH 2.3L-26)
(HISTORICAL) 20 27 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
PDF Report 2.4A UFSAR 2/3-02.04A REPORT ON PUMPING TEST SAN ONOFRE NUCLEAR GENERATING STATION UNITS 2 AND 3 (HISTORICAL) 20 49 November 2018 Page 3 of 17 Rev 26
Chapter/Figure Document Number Title Rev Pgs SONGS 2/3 UFSAR / DSAR Master Table of Contents 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
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 November 2018 Page 4 of 17 Rev 26
Chapter/Figure Document Number Title Rev Pgs SONGS 2/3 UFSAR / DSAR Master Table of Contents 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 Figure 2.5C-3 UFSAR 2/3-02.05C-03 HIGH-RESOLUTION PROFILE LINES AND JET PROBE LOCATIONS IN VICINITY OF COOLING WATER CONDUIT CONSTRUCTION SITES 4
1 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 PDF Report 2.5F UFSAR 2/3-02.05F GEOLOGIC REPORT ON THE AREA ADJACENT TO THE SAN ONOFRE NUCLEAR GENERATING STATION NORTHWESTERN SAN DIEGO COUNTY, CALIFORNIA (HISTORICAL) 20 55 PDF Report 2.5G UFSAR 2/3-02.05G GENERALIZED SUB-SURFACE GEOLOGICAL AND GEOPHYSICAL STUDY CAPISTRANO AREA, ORANGE COUNTY, CALIFORNIA, NOVEMBER 1975 (HISTORICAL) 20 29 PDF Report 2.5H UFSAR 2/3-02.05H SUPPLEMENT TO THE GENERALIZED SUB-SURFACE GEOLOGICAL AND GEOPHYSICAL STUDY, CAPISTRANO AREA, ORANGE COUNTY, CALIFORNIA, JANUARY 1979 (HISTORICAL) 20 32 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 PDF Report 2.5R UFSAR 2/3-02.05R EVALUATION OF MAXIMUM EARTHQUAKE ON HYPOTHESIZED OFFSHORE ZONE OF DEFORMATION (HISTORICAL) 20 31 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
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
November 2018 Page 5 of 17 Rev 26
Chapter/Figure Document Number Title Rev Pgs SONGS 2/3 UFSAR / DSAR Master Table of Contents 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
Figure 2.5-19 UFSAR 2/3-02.05-19 APPROXIMATE LOCATION OF NON-INSTRUMENTAL EARTHQUAKES, 320- KILOMETER RADIUS (HISTORICAL) 4 1
Figure 2.5-20 UFSAR 2/3-02.05-20 PLOT OF INSTRUMENTAL EPICENTERS M5.0 AND GREATER 320-KILOMETER RADIUS (HISTORICAL) 4 1
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
Figure 2.5-23 UFSAR 2/3-02.05-23 PLOT OF INSTRUMENTAL EPICENTERS M3.0 AND GREATER WITHIN 80- KILOMETER RADIUS (HISTORICAL) 4 1
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
Figure 2.5-26 UFSAR 2/3-02.05-26 FAULTS AND ZONES OF DEFORMATION CONSIDERED IN MAXIMUM EARTHQUAKE POTENTIAL EVALUATION (HISTORICAL) 4 1
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
Figure 2.5-35 UFSAR 2/3-02.05-35 VARIATION OF SHEAR MODULUS WITH STRAIN FOR CLAYEY TERRACE DEPOSIT SOILS (HISTORICAL) 4 1
Figure 2.5-36 UFSAR 2/3-02.05-36 VARIATION OF SHEAR MODULUS WITH STRAIN FOR TERRACE DEPOSIT SAND (HISTORICAL) 4 1
Figure 2.5-37 UFSAR 2/3-02.05-37 VARIATION OF DAMPING RATIO WITH STRAIN FOR CLAYEY TERRACE DEPOSIT SOILS (HISTORICAL) 4 1
November 2018 Page 6 of 17 Rev 26
Chapter/Figure Document Number Title Rev Pgs SONGS 2/3 UFSAR / DSAR Master Table of Contents Figure 2.5-38 UFSAR 2/3-02.05-38 VARIATION OF DAMPING RATIO WITH STRAIN FOR SANDY TERRACE DEPOSIT SOILS (HISTORICAL) 4 1
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
Figure 2.5-46 UFSAR 2/3-02.05-46 IN-SITU DYNAMIC STRENGTH OF ANISOTROPICALLY CONSOLIDATED SAN MATEO SAND (HISTORICAL) 4 1
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
Figure 2.5-50 UFSAR 2/3-02.05-50 HIGH-RESOLUTION PROFILE LINES AND JET PROBE LOCATIONS IN VICINITY OF COOLING WATER CONDUIT CONSTRUCTION SITES (HISTORICAL) 4 1
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
Figure 2.5-54 UFSAR 2/3-02.05-54 SITE ON OCTOBER 15, 1974, CUT TO FINISH SUBGRADE ELEVATION (EXCEPT UNIT 3 CONTAINMENT AND TURBINE AREA) (HISTORICAL) 4 1
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
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
November 2018 Page 7 of 17 Rev 26
Chapter/Figure Document Number Title Rev Pgs SONGS 2/3 UFSAR / DSAR Master Table of Contents 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
Figure 2.5-68 UFSAR 2/3-02.05-68 COMBINED CORRECTION FACTOR FOR CYCLIC TRIAXIAL COMPRESSION TESTS ACCOUNTING FOR MULTIDIRECTIONAL SHAKING AND OVERCONSOLIDATION* (HISTORICAL) 4 1
Figure 2.5-69 UFSAR 2/3-02.05-69 EQUIVALENT NUMBERS OF UNIFORM STRESS CYCLES BASED ON STRONGEST COMPONENTS OF GROUND MOTION* (HISTORICAL) 4 1
Figure 2.5-70 UFSAR 2/3-02.05-70 SCHEMATIC DIAGRAM OF THE DETERMINATION OF CORRECTION FACTOR C2 (HISTORICAL) 4 1
Figure 2.5-71 UFSAR 2/3-02.05-71 RELATIVE DENSITY - LIMITING SHEAR STRAIN RELATIONSHIPS FOR 30 STRESS CYCLES*
(HISTORICAL) 4 1
Figure 2.5-72 UFSAR 2/3-02.05-72 CORRELATION BETWEEN STRESS RATIO CAUSING VARIOUS DEGREES OF LIQUEFACTION IN THE FIELD AND IN THE LABORATORY AND PENETRATION RESISTANCE OF SAND (HISTORICAL) 4 1
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
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
November 2018 Page 8 of 17 Rev 26
Chapter/Figure Document Number Title Rev Pgs SONGS 2/3 UFSAR / DSAR Master Table of Contents 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 UFSAR 2/3-3.0 DESIGN OF STRUCTURES, COMPONENTS, EQUIPMENT 4
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
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
Chapter 3 DESIGN OF STRUCTURES, COMPONENTS, EQUIPMENT November 2018 Page 9 of 17 Rev 26
Chapter/Figure Document Number Title Rev Pgs SONGS 2/3 UFSAR / DSAR Master Table of Contents 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
Figure 3.7-25 UFSAR 2/3-03.07-25 ELECTRICAL & PIPING GALLERY MATH MODEL FOR STATIC & DYNAMIC ANALYSES(HISTORICAL) 4 4
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
Figure 3.7-28 UFSAR 2/3-03.07-28 INTAKE STRUCT MATH MODEL FOR INSTANT DISPLACEMENT PROFILE ANALYSIS (HISTORICAL) 4 2
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
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
November 2018 Page 10 of 17 Rev 26
Chapter/Figure Document Number Title Rev Pgs SONGS 2/3 UFSAR / DSAR Master Table of Contents 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
Figure 3.8-22 UFSAR 2/3-03.08-22 CONTAINMENT STRUCTURE INTERACTION DIAGRAMS WITH ACTUAL RESULTS OF PRINCIPAL LOAD COMBINATIONS 5
20 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 UFSAR 2/3-03.08A APPENDIX 3.8A VISUAL INSPECTION CRITERIA FOR STRUCTURAL STEEL AND MISCELLANEOUS METAL WELDING TO MEET DESIGN REQUIREMENTS 20 7
Figure 3.8A-1 UFSAR 2/3-03.08A-01 WELDS ALONG PRE-EXISTING FLARED EDGES 4
1 Appendix 3B UFSAR 2/3-03B APPENDIX 3B - A FUNCTIONAL EVALUATION OF THE COMPONENTS OF THE SYSTEMS SHARED BY THE TWO UNITS 24 6
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
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
November 2018 Page 11 of 17 Rev 26
Chapter/Figure Document Number Title Rev Pgs SONGS 2/3 UFSAR / DSAR Master Table of Contents Figure 3C-1-8 UFSAR 2/3-03C-1-8 LOAD-DISPLACEMENT CURVES FROM FINEL VERIFICATION USING A SIMPLY SUPPORTED BEAM (FINEL EXAMPLE 2) 4 1
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
Figure 3C-2-5 UFSAR 2/3-03C-2-5 COMPARISON OF ASHSD RADIAL AND ANALYTICALLY OBTAINED DISPLACEMENTS (ASHSD EXAMPLE 2) 4 1
Figure 3C-2-6 UFSAR 2/3-03C-2-6 COMPARISON OF ASHSD LONGITUDINAL AND ANALYTICALLY OBTAINED MOMENTS (ASHSD EXAMPLE 2) 4 1
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
Figure 3C-2-9 UFSAR 2/3-03C-2-9 COMPARISON OF ASHSD AND ANALYTICALLY OBTAINED LONGITUDINAL FORCES (ASHSD EXAMPLE 3) 4 1
Figure 3C-2-10 UFSAR 2/3-03C-2-10 COMPARISON OF ASHSD AND ANALYTICALLY OBTAINED CIRCUMFERENTIAL FORCES (ASHSD EXAMPLE 3) 4 1
Figure 3C-2-11 UFSAR 2/3-03C-2-11 PRESSURIZED, UNIFORMLY HEATED, CIRCULAR CYLINDRICAL SHELL WITH CLAMPED ENDS (ASHSD EXAMPLE 4) 4 1
Figure 3C-2-12 UFSAR 2/3-03C-2-12 FINITE-ELEMENT MODEL (ASHSD EXAMPLE 4) 4 1
Figure 3C-2-13 UFSAR 2/3-03C-2-13 COMPARISON OF ASHSD LONGITUDINAL MOMENTS AND ANALYTICALLY OBTAINED (ASHSD EXAMPLE 4) 4 1
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
November 2018 Page 12 of 17 Rev 26
Chapter/Figure Document Number Title Rev Pgs SONGS 2/3 UFSAR / DSAR Master Table of Contents Figure 3C-2-16 UFSAR 2/3-03C-2-16 LONGITUDINAL BENDING MOMENT AND RADIAL DISPLACEMENT, HARMONIC N = 0 (ASHSD EXAMPLE 5) 4 1
Figure 3C-2-17 UFSAR 2/3-03C-2-17 LONGITUDINAL BENDING MOMENT AND RADIAL DISPLACEMENT, HARMONIC N = 2 (ASHSD EXAMPLE 5) 4 1
Figure 3C-2-18 UFSAR 2/3-03C-2-18 LONGITUDINAL BENDING MOMENT AND RADIAL DISPLACEMENT, HARMONIC N = 5 (ASHSD EXAMPLE 5) 4 1
Figure 3C-2-19 UFSAR 2/3-03C-2-19 LONGITUDINAL BENDING MOMENT AND RADIAL DISPLACEMENT, HARMONIC N = 20 (ASHSD EXAMPLE 5) 4 1
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
Figure 3C-4-5 UFSAR 2/3-03C-4-5 DAMPED SINGLE DEGREE-OF-FREEDOM OSCILLATOR SUBJECTED TO SUPPORT ACCELERATION 4
1 Figure 3C-5-1 UFSAR 2/3-03C-5-1 PLANE FRAME COMPOSED OF BEAM, TRUSS AND BOUNDARY ELEMENTS (SAP EXAMPLES 1, 8, 28, 29, 30, AND 33) 4 1
Figure 3C-5-2 UFSAR 2/3-03C-5-2 TWO-STORY THREE-DIMENSIONAL SPACE FRAME COMPOSED OF BEAM AND MEMBRANE ELEMENTS (SAP EXAMPLE 2) 4 1
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
November 2018 Page 13 of 17 Rev 26
Chapter/Figure Document Number Title Rev Pgs SONGS 2/3 UFSAR / DSAR Master Table of Contents 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
Figure 3C-5-12 UFSAR 2/3-03C-5-12 SEGMENT OF A CYLINDER COMPOSED OF THICK SHELL ELEMENTS (ARCH DAM) (SAP EXAMPLE 13) 4 1
Figure 3C-5-13 UFSAR 2/3-03C-5-13 SEGMENT OF A CYLINDER WALL COMPOSED OF AXISYMMETRIC RING ELEMENTS (SAP EXAMPLE 14) 4 1
Figure 3C-5-14 UFSAR 2/3-03C-5-14 PLANE FRAME COMPOSED OF BEAM AND CURVED BEAM ELEMENTS (SAP EXAMPLE 15) 4 1
Figure 3C-5-15 UFSAR 2/3-03C-5-15 MULTISTORY PLANE FRAME COMPOSED OF BEAM ELEMENTS (SAP EXAMPLES 16, 19, 24, 25, AND 34) 4 1
Figure 3C-5-16 UFSAR 2/3-03C-5-16 SINGLE-STORY SPACE FRAME COMPOSED OF BEAM ELEMENTS (SAP EXAMPLES 17, 18, 20, 21, 22, 23, 27, 31, AND 32) 4 1
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
Figure 3C-7-1 UFSAR 2/3-03C-7-1 ARITHMETIC CHECK, THE GLOBAL AXES PASS THROUGH THE REFERENCE NODE (COPK EXAMPLE 1) 4 1
Figure 3C-7-2 UFSAR 2/3-03C-7-2 ARITHMETIC CHECK, RESULTS OF MANUAL CALCULATIONS FOR THE BOX-TYPE BUILDING SHOWN IN FIGURE 3C.7-1 4
1 Figure 3C-7-3 UFSAR 2/3-03C-7-3 ARITHMETIC CHECK, THE GLOBAL AXES PASS THROUGH A CORNER OF THE STRUCTURE (COPK EXAMPLE 2) 4 1
Figure 3C-7-4 UFSAR 2/3-03C-7-4 ARITHMETIC CHECK (COPK EXAMPLE 3) 4 1
Figure 3C-7-5 UFSAR 2/3-03C-7-5 EXAMPLE BUILDING FOR DEFLECTION CHECK, INTERIOR ASSEMBLIES OMITTED TO SHOW LOCATION OF REFERENCE NODES 4
1 Figure 3C-7-6 UFSAR 2/3-03C-7-6 DEFLECTION CHECK, STRUCTURAL COMPONENTS HAVING GEOMETRICALLY SYMMETRIC CROSS-SECTION 4
1 Figure 3C-7-7 UFSAR 2/3-03C-7-7 DEFLECTION CHECK, STRUCTURAL COMPONENTS HAVING GEOMETRICALLY NONSYMMETRIC CROSS-SECTION, EXTERIOR SHEAR WALLS OMITTED TO SHOW INTERIOR ASSEMBLY DETAILS (COPK EXAMPLE 4) 4 1
November 2018 Page 14 of 17 Rev 26
Chapter/Figure Document Number Title Rev Pgs SONGS 2/3 UFSAR / DSAR Master Table of Contents Figure 3C-7-8 UFSAR 2/3-03C-7-8 DEFLECTION CHECK, STRUCTURAL COMPONENTS HAVING GEOMETRICALLY NONSYMMETRIC CROSS-SECTION (COPK EXAMPLE 4) 4 1
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 UFSAR 2/3-4.0 REACTOR 4
8 Chapter 5 UFSAR 2/3-5.0 REACTOR COOLANT SYSTEM AND CONNECTED SYSTEMS 4
1 Chapter 6 UFSAR 2/3-6.0 ENGINEERED SAFETY FEATURES 4
2 Chapter 7 UFSAR 2/3-7.0 INSTRUMENTATION AND CONTROLS 4
6 Chapter 8 UFSAR 2/3-8.0 ELECTRIC POWER 4
6 Chapter 4 REACTOR Chapter 5 REACTOR COOLANT SYSTEM AND CONNECTED SYSTEMS Chapter 6 ENGINEERED SAFETY FEATURES Chapter 7 INSTRUMENTATION AND CONTROLS Chapter 8 ELECTRIC POWER November 2018 Page 15 of 17 Rev 26
Chapter/Figure Document Number Title Rev Pgs SONGS 2/3 UFSAR / DSAR Master Table of Contents Chapter 9 UFSAR 2/3-9.0 AUXILIARY SYSTEMS 4
136 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 UFSAR 2/3-09A SAN ONOFRE 2&3 ALIGNMENT WITH NUREG-1738 4
16 Chapter 10 UFSAR 2/3-10.0 STEAM AND POWER CONVERSION SYSTEM 4
1 Chapter 11 UFSAR 2/3-11.0 RADIOACTIVE WASTE MANAGEMENT 4
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 UFSAR 2/3-12.0 RADIATION PROTECTION 4
29 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 Chapter 9 AUXILIARY SYSTEMS Chapter 9A SAN ONOFRE 2&3 ALIGNMENT WITH NUREG-1738 Chapter 10 STEAM AND POWER CONVERSION SYSTEM Chapter 11 RADIOACTIVE WASTE MANAGEMENT Chapter 12 RADIATION PROTECTION November 2018 Page 16 of 17 Rev 26
Chapter/Figure Document Number Title Rev Pgs SONGS 2/3 UFSAR / DSAR Master Table of Contents Chapter 13 UFSAR 2/3-13.0 CONDUCT OF OPERATIONS 4
8 Chapter 14 UFSAR 2/3-14.0 INITIAL TEST PROGRAM 4
1 Chapter 15 UFSAR 2/3-15.0 ACCIDENT ANALYSES 4
25 Appendix 15G UFSAR 2/3-15G DOSE MODELS USED TO EVALUATE THE CONSEQUENCES OF ACCIDENTS ANALYZED WITH THE ALTERNATIVE SOURCE TERM METHODOLOGY 4
11 Chapter 16 UFSAR 2/3-16.0 TECHNICAL SPECIFICATIONS 4
1 Chapter 17 UFSAR 2/3-17.0 QUALITY ASSURANCE 4
1 Chapter 13 CONDUCT OF OPERATIONS Chapter 14 INITIAL TEST PROGRAM Chapter 15 ACCIDENT ANALYSES Appendix 15G DOSE MODELS USED TO EVALUATE THE CONSEQUENCES OF ACCIDENTS ANALYZED WITH THE ALTERNATIVE SOURCE TERM METHODOLOGY Chapter 16 TECHNICAL SPECIFICATIONS Chapter 17 QUALITY ASSURANCE November 2018 Page 17 of 17 Rev 26