ML21179A116
| ML21179A116 | |
| Person / Time | |
|---|---|
| Site: | Vogtle  |
| Issue date: | 06/15/2021 |
| From: | Southern Nuclear Operating Co |
| To: | Office of Nuclear Reactor Regulation |
| Shared Package | |
| ML21179A130 | List:
|
| References | |
| ND-21-0486 | |
| Download: ML21179A116 (150) | |
Text
2.5-325 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-241 Site Stratigraphic Column AGE UNIT DEPTH ELEVATION (FT) (FT MSL)
Upper Barnwell Group
- Tobacco Road Sand
- Dry Branch Formation
- Clinchfield Formation o Utley Limestone Member Ground surface
+218 74
+144 Middle Claiborne Group
- Lisbon Formation o Blue Bluff Member
- Still Branch Sand
- Congaree Formation 88
+130 173
+50 216
+7 Eocene Lower Upper
- Snapp Formation
- Black Mingo Formation 331
-108 438
-215 Cenozoic TerTiary Paleocene Lower Cretaceous Upper
- Steel Creek Formation
- Gaillard Formation/
Black Creek Formation
- Pio Nono Formation /
Unnamed Sand
- Cape Fear Formation 477
-254 587
-364 798
-575 858
-635 Mesozoic Triassic Triassic (Dunbarton) basin 1049
-826 Boring terminated at 1338 Note: The site stratigraphic column is based primarily on cored boring B-1003. The data on the Utley Limestone and Blue Bluff Marl have been revised based on more extensive data from the ESP and COL borings.
2.5-326 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-242 Location of the Pen Branch Fault at Top of Basement Beneath the Overlying Monocline in the Blue Bluff Marl Location of Pen Branch fault at top of basement in seismic profile Location of Pen Branch fault at top of basement in seismic profile Note: Structure contours (5-foot interval) from drawing AX6DD377.
Note: Structure contours (5-foot interval) from drawing AX6DD378.
724 675 625 575 525 475 425 375 325 275 225 175 900 800 700 600 500 400 301 1601 1500 1400 1300 1200 1100 1000 941 700 600 500 400 301 898 700 600 500 400 301 W
0'4 4
° 1
8 W
0'5 4
° 1
8 W
0'6 4
° 1
8 W
0'7 4
° 1
8 W
0'8 4
° 1
8 33°8'0"N 33°9'0"N 724 675 625 575 525 475 425 375 325 275 225 175 125 900 800 700 600 500 400 301 1601 1500 1400 1300 1200 1100 1000 941 700 600 500 400 301 898 700 600 500 400 301 W
0'4 4
° 1
8 W
0'5 4
° 1
8 W
0'6 4
° 1
8 W
0'7 4
° 1
8 W
0'8 4
° 1
8 33°8'0"N 33°9'0"N 65 30 70 80 80 50 55 60 70 75 75 65 35 40 45 50 55 60 150 140 115 160 135 130 125 120 110 125 95 145 105 120 100 135 Pen Branch Fault Pen Branch Fault Explanation Explanation 0
0.5 1 mi 0
1 km 0.5 Line 3 Line 2 Crystalline basement rock Triassic basin rock Triassic basin rock 45° Crystalline basement rock Line 2 Line 1 Line 1 Line 1 Line 1 Line 1 Line 1 Line 4 Line 3 Line 4 0
0.5 1 mi 0
0.5 1 km 45°
2.5-327 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-243 Northwest-Southeast Cross Section Showing Pen Branch Fault Beneath VEGP Site 0RQRFOLQHLQ
%OXH%OXII0DUO
&UHWDFHRXV7HUWLDU\\
&RDVWDO3ODLQGHSRVLWV 7RSRI7ULDVVLFEDVLQURFN
DWGHSWKRI IHHW 7' IHHW 7ULDVVLFEDVLQURFN
)DXOWWLS XSSHUPRVWEULWWOH
IRUPDWLRQREVHUYHGLQ
VHLVPLFOLQH
3DOHR]RLFFU\\VWDOOLQHURFN 1RUWKZHVW 6RXWKHDVW
'LVWDQFH IHHW
6HDOHYHO
([SODQDWLRQ
- URXQGVXUIDFH
IURP86*6P'(0
$[LDOVXUIDFH 9HUWLFDOSURMHFWLRQRI
LQWHUVHFWLRQRI3HQ%UDQFK
IDXOWZLWKWRSRIEDVHPHQW
6LWHERULQJ
%OXH%OXII0DUO 3HQ%UDQFKIDXOW
%
/RFDWLRQ RI FURVV VHFWLRQ
%
(OHYDWLRQ IHHW
2.5-328 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-244 East-West Cross Section Showing Pen Branch Fault Beneath VEGP Site B-1004 B-1002 B-1003 Explanation Pen Branch fault Location of cross section B-1004 B-1002 B-1003 1500' 3000' 4500' 0'
6000' 7500' 9000' West 1000 500 Sea level
-500
-1000
-1500
-2000
-2500
-3000
-3500
-4000 0
1500 3000 7500 6000 4500 10,500 9000 East Monocline in Blue Bluff Marl Fault tip: uppermost brittle formation observed in seismic line 4 Cretaceous - Tertiary Coastal Plain deposits Top of Traissic basic rock at depth of 1049 feet TD = 1338 feet Triassic basin rock 35° apparent dip Paleozoic crystalline rock Ground surface (from USGS 30m DEM)
Axial surface Vertical projection of intersection of Pen Branch fault with top of basement Site boring Blue Bluff Marl Elevation (feet)
Distance (feet)
2.5-329 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-245 VEGP Site Plant Layout 9(*3
9(*3
9(*3
8QLW
8QLW
%
%
%
([SODQDWLRQ
/RFDWLRQRI3%)DWWRSRI
EDVHPHQWDVLQWHUSUHWHGLQ
VHLVPLFSURILOH (63%RULQJV%%
DQG%
7RSRI%OXH%OXII0DUO
IRRWFRQWRXULQWHUYDO
)URP61&GUDZLQJ$;
6HLVPLF5HIOHFWLRQ/LQHV 9HUWLFDOSURMHFWLRQRI3HQ
%UDQFKIDXOWIURPWRSRI
EDVHPHQW 3URMHFWLRQ 6WDWH3ODQH*HRUJLD(DVW1$'
)HHW
9(*3
2.5-330 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-246 Geologic Map of Qte Terrace Study Area 81°43'30"W 81°42'0"W 1 Miles 1 Kilometers 0.5 0.5 0
0 HA-3 HA-3 33°12'0"N 33°10'30"N 33°12'0"N 33°10'30"N 81°43'30"W 81°42'0"W HA-7 HA-7 HA-4 HA-4 HA-5 HA-5 HA-1 HA-1 HA-6 HA-6 HA-2 HA-2 Explanation Hand auger location Terrace survey point Geology Modified after Geomatrix (1993) and Nystrom (1998)
Qtb Qal Qal Qal Qal Qtb Qte Qte
-D-Area 150 SC-125 SC-125 150 150 150 Tobacco Road Fm.
Upland Unit Dry Branch Fm.
Leigh Road Railroad Power line right-of-way A
l A
F o
u r
m il e
B r
a nc h
150 Pen Branch Fault Pen Branch Fault (at base of Coastal Plain Section (at base of Coastal Plain Section)
2.5-331 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-247 Geomorphic Map Showing Best-Preserved Remnants of Qte Terrace Surface (Red Shading) in Study Area at the SRS.
Yellow Ds Indicate Dissolution Collapse-Related Depressions.
Base Image is 1943 Aerial Photograph.
1.0 mile 0.5 0
Explanation Terrace surface Dissolution collapse-related depressions Elevation (ft msl) alluvium deposited on Qte from Fourmile Branch Qte F o u r m i l
e B
r a n c h
>156 155-156 154-155 153-154 152-153
<152 Base image: 1943 aerial photograph Qte D1 DD D3
(?)
D2 D
D D
D Qte D
D colluvium deflated surface Railroad Leigh Road
?
?
?
?
?
Pen Branch fault Pen Branch fault (at base of Coastal Plain section (at base of Coastal Plain section)
2.5-332 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-248 Longitudinal Profile A-A from SRS Qte Terrace Surface. Points Interpreted as Representing the Best-Preserved Remnant of the Qte Surface are Shown in Red, all Other Points that Do Not Represent the Terrace Surface are Shown in Gray.
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X
X XX X
XX X
XX X
X X
X X
XX X
X X
X X
X X
XX X
X X
X X
X X
X X
X XX X
X X
XX X
X X
X X
X X
X X
X X
X XX X
XX X
X X
X X
X X
XX X
XXX XX XX XXX XX X
X X
X X
X X
X X
X X
XXXX XX X
X XXXX X
XXX XXXX X
XX X
XXXX XX XXXX X
XX XX XX XX XX XXX X
XX XXXXX XX X
X X
X X
X X
X XX X
XX XXXX XX X
X XX XX X
XX X
XX X
X X
X X
XXX XX X
X X
X X
X X
X XX X
XX X
X XX XX X
XX X
XXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X
X XXX XXXXXXXX XXX X
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXX XXX X
XXXX XXXX XXXXXXXXXXXXXXXXXXXXXXXXXX X
XXXXXXXXX XXXXX XXXXXXXX X
X XXXX XX X
XXXXXXXXXX X
X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXX XX XXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXX XXXXXXXXXXXXXXXXXX X
XXXX XXX XXXXXXX XXXXXXXXXXX XX X
X XXXXXXX XXXXXXXX X
X X
XXXXXX XX X
XXX X
XXXXXXXXX XX XXX X
XXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X
130 140 150 160 0
2000 4000 6000 8000 10000 12000 14000 Elevation (ft msl)
Distance (ft)
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XX X
XX X
XX X
XXX X
X X
X X
XX X
X X
X X
X X
XX X
X X
X X
X X
X X
X XX X
X X
XX X
X X
X X
X X
X X
X X
X XX X
XX X
X X
X X
X X
XX X
XXX XX XX X
X X
XX X
X X
X X
X X
X X
X X
XXXXX XX X
X XXXX X
XXXX X
XX X
XX X
XXXX XX XXXX X
XX XX XX XX XX XXX X
XX XXX XX XX X
X X
X X
X X
X XXX X
XX XXXX XX X
X XX XX X
XX X
XX X
X X
X X
XXX X
XX X
X X
X X
X X
X XXX X
XX X
X XX XX X
XX X
XXXXX XXX X
XXXXX XXX XXX XXXX XXXX XXXXXXXX XXXXXXXX XXXXXXXXXXXXXXXXXX XXXX X
X XXX XXXXX X
X X
X X
X X
X XX X
XX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXX XXX X
XX X
X X
X XX X
XXX X
X XXXX X
XX X
X X
X XX XXX X
X XXXX XX XX X
X X
XX XX XX XX X
XXXXX X
X X
XX X
XXXXX X
XXX XX X
XXXXXX X
X X
XXX X
X X
X XX X
XXXXXXX X
X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXX XXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXX XX X
XX X
XXX X
XXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X
X XXXXXXXXX XXX X
XXXXXX XXXXXXXXX XXXXXX X
XX XX XXXXXXX XX X
X XXXXXX X
XXXX XXXXXXXXX XXXXXX X
X XXXXX XXX X
X X
X XX X
XXX X
X X
X X
X X
XX X
XXX X
X X
XX X
X X
X X
X XXXX X
X XX XX X
XX X
X X
X XXX XXX XX X
X XX X
XXXXXXX X
X XX X
X X
X X
X X
XXX X
X XXXX XX XXXXXXXX XXXX XX XX X
X XXX XXXXXXXXX X
XXX X
X XXXXXXX X
X XXX XXXXXXXX XXX XXXXXXXXX X
XXXXXXXX XXXXXXXXXXXXXXXXXXXXXX X
X X
X X
X X
X X
X X
X X
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X
XX X
XX X
XX XXXXXX X
XXXXXXXXXXX XXXXXXX X
X XX XXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXX XXXXXXXXXXXXXXX XX XXXXXX XXXXXXXX XXXXXXXXXXXXXXXXXXX XX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X
XXXXXXXX X
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXX XXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXX XXXXXXXXXXXXX X
XXXXXXXXX XXXXX XXX X
X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X
130 135 140 145 150 155 160 165 Elevation (ft msl)
VE = 125x D1 D2 Approximate location of Pen Branch fault at base of Coastal Plain section colluvium deflated surface D3 alluvium deposited on Qte from Fourmile Branch VE = 50x A'
SE A
NW Approximate surface projection of fault assuming 45 degree dip from base of Coastal Plain
2.5-333 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-249 Transect and Borehole Location Map Transect B-B' Transect C-C' Transect A-A' 26 28 41 25 20 31 22 34 32 44 37 208 249 520 220 213 224 127 335 334 328 248 247 134 246 121 237 119 239 118 240 238 157 B-1128 B-1120 B-1011 B-1111 B-1119 B-1127 B-1013 B-1130 B-3019 B-3018 B-3020 B-4004 B-4036 B-4007 B-4008 B-4026 B-4027 B-4028 B-4029 B-4030 B-4031 B-4033 B-4034 B-1009 B-1008 B-4010 B-3004 B-3026 B-3027 B-3038 B-3033 B-3034 B-3032 B-1010 B-1136 B-4022 B-4023 B-1004 B-1108 B-1109 B-1116 B-1117 B-1006 B-1124 B-1125 B-1186 B-1187 B-1189 B-1142 B-1191 B-6012 B-1192 B-1105 B-1107 B-6002 B-1193 B-1005 B-6003 B-1113 B-6004 B-1121 B-1158 B-1153 B-1152 B-1157 B-1159 B-1163 B-1161 B-1156 B-1164 B-1150 B-1166 B-1168 B-1148 B-1195 B-1146 B-1185 B-1174 B-1176 B-1196 B-1197 B-5002 B-5001 B-6009 B-1194 B-5003 B-5004 B-6011 B-1112A 81°45'0"W 81°45'0"W B-3020 B-4004 B-4007 B-4008 B-1008 B-4010 B-3010 B-1132 B-4009 B-3009 B-3025 B-3004 B-3036 B-3006 B-3008 B-4017 B-1002 B-4016 B-4013 B-4014 B-4015 B-4006 B-4005 B-1007 B-3023 B-3037 B-3016 B-4019 B-1003 B-4020 B-1133 B-3039 B-3024 B-3013 B-3014 B-3011 B-4011 B-3012 B-4018 B-3035 B-3007 B-3005 B-3002(DH)
B-3003(DH)
B-4002(DH)
Transect and Borehole Location Map Railroad Centerline Streams Vogtle Property Line Structures Waterbodies Plant Vogtle 16 95 85 77 185 285 G e o r g i a G e o r g i a F l o r i d a GIS Map #: US-VOGT-000108-R000B Horizontal Datum: North American Datum 1927 Projection: Transverse Mercator Coordinate System: State Plane Georgia East, FIPS 1001 0
0.1 0.2 0.3 0.4 0.5 0.05 Miles 0
0.25 0.5 0.75 1
0.125 Kilometers Legend Borehole Locations Transects Transect A-A' Transect B-B' Transect C-C'
2.5-334 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-250 Stratigraphic Structure Contour Map: Top of Blue Bluff Marl 90 110 130 120 100 140 150 160 110 120 130 110 130 120 100 81°45'0"W 81°45'0"W 130 140 B-3001 129.9 20 16 95 85 77 26 185 295 285 G e o r g i a G e o r g i a F l o r i d a GIS Map #: US-VOGT-000100-R000B Horizontal Datum: North American Datum 1927 Projection: Transverse Mercator Coordinate System: State Plane Georgia East, FIPS 1001 0
0.1 0.2 0.3 0.4 0.5 0.05 Miles 0
0.25 0.5 0.75 1
0.125 Kilometers Stratigraphic Structure Contour Map: Top of the Blue Bluff Marl Legend Borehole Locations Contour Interval = 10FT Interpolated Top of the Blue Bluff Marl Railroad Centerline Road Edge of Pavement Streams Vogtle Property Line Structures Waterbodies
2.5-335 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-251 Geologic Cross section of Transect A-A 224 B-3010 B-3001 B-4014 B-4024 B-1004 250.4 223.8 220.7 218.4 219.7 250.2 20.78 73.8 64 61.4 62.7 67.2 Geologic Cross Section of Transect A - A' Legend Ground Surface Top of the Utley Limestone Top of the Blue Bluff Marl Bottom of the Blue Bluff Marl Ground Surface Top of the Utley Limestone Top of the Blue Bluff Marl Bottom of the Blue Bluff Marl Borehole GIS Map Code: US-VOGT-000110-R000C Horizontal Datum: North American Datum 1927 Vertical Datum: National Geodetic Vertical Datum 1929 Projection: Transverse Tangent Coordinate System: State Plane Georgia East, FIPS 1001 224 B-4014 B-1004 B-3010 B-4024 B-3001(DH)
2.5-336 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-252 Geologic Cross Section of Transect B-B 31 249 B-1111 246 211 193 224.9 210.4 60 69 78.2 30.7 Geologic Cross Section of Transect B - B' Legend Ground Surface Top of the Utley Limestone Top of the Blue Bluff Marl Bottom of the Blue Bluff Marl Ground Surface Top of the Utley Limestone Top of the Blue Bluff Marl Bottom of the Blue Bluff Marl Borehole GIS Map Code: US-VOGT-000111-R000C Horizontal Datum: North American Datum 1927 Vertical Datum: National Geodetic Vertical Datum 1929 Projection: Transverse Tangent Coordinate System: State Plane Georgia East, FIPS 1001 31 249 246 B-1111
2.5-337 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-253 Geologic Cross Section of Transect C-C B-3038 B-3036 B-3021 B-1111 37 220.73 217.9 223.2 224.9 195 71.5 64.4 75.2 78.2 76.5 Geologic Cross Section of Transect C - C' Legend Ground Surface Top of the Utley Limestone Top of the Blue Bluff Marl Bottom of the Blue Bluff Marl Ground Surface Top of the Utley Limestone Top of the Blue Bluff Marl Bottom of the Blue Bluff Marl Borehole GIS Map Code: US-VOGT-000112-R000C Horizontal Datum: North American Datum 1927 Vertical Datum: National Geodetic Vertical Datum 1929 Projection: Transverse Tangent Coordinate System: State Plane Georgia East, FIPS 1001 37 B-3021 B-3038 B-3036 B-1111
2.5-338 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-254 Isopach Map: Thickness of the Blue Bluff Marl 30 20 10 80 60 110 70 50 40 90 100 0
100 40 60 90 60 50 80 60 70 80 30 30 70 80 70 70 50 80 50 60 60 50 60 50 80 50 40 81°45'0"W 81°45'0"W 60 50 70 60 70 B-3001 68.5 Isopach Map: Thickness of the Blue Bluff Marl Plant Vogtle 16 95 85 77 185 295 285 G e o r g i a G e o r g i a F l o r i d a GIS Map #: US-VOGT-000099-R000B Horizontal Datum: North American Datum 1927 Projection: Transverse Mercator Coordinate System: State Plane Georgia East, FIPS 1001 0
0.1 0.2 0.3 0.4 0.5 0.05 Miles 0
0.25 0.5 0.75 1
0.125 Kilometers Railroad Centerline Road Edge of Pavement Streams Vogtle Property Line Structures Waterbodies Legend Borehole Locations Contour Interval = 10FT Approximated Interpolated Thickness of the Blue Bluff Marl
2.5-339 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-255 Stratigraphic Structure Contour Map: Top of the Utley Limestone Stratigraphic Structure Contour Map: Top of the Utley Limestone Plant Vogtle 16 95 85 77 185 295 285 G e o r g i a G e o r g i a F l o r i d a GIS Map #: US-VOGT-000103-R000B Horizontal Datum: North American Datum 1927 Projection: Transverse Mercator Coordinate System: State Plane Georgia East, FIPS 1001 110 120 100 160 170 180 190 150 130 140 130 110 140 150 130 150 170 160 140 170 100 130 170 150 120 160 130 140 81°45'0"W 81°45'0"W 160 150 130 140 160 140 150 140 B-3001 0
0.1 0.2 0.3 0.4 0.5 0.05 Miles 0
0.2 0.4 0.6 0.8 1
0.1 Kilometers Transmission Line Railroad Centerline Road Edge of Pavement Streams Vogtle Property Line Structures Waterbodies Legend Borehole Locations Contour Interval = 10FT Approximated Interpolated Top of the Utley Limestone
2.5-340 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-256 Isopach Map: Thickness of the Utley Limestone 30 20 40 0
10 10 30 10 40 0
20 10 0
10 0
10 0
20 0
0 0
10 10 10 0
0 0
0 10 0
0 0
0 0
20 10 10 81°45'0"W 81°45'0"W 0
10 20 10 0
10 10 0
0 10 20 B-3001 14 Isopach Map: Thickness of the Utley Limestone Plant Vogtle 16 95 85 77 185 295 285 G e o r g i a G e o r g i a F l o r i d a GIS Map #: US-VOGT-000102-R000B Horizontal Datum: North American Datum 1927 Projection: Transverse Mercator Coordinate System: State Plane Georgia East, FIPS 1001 0
0.1 0.2 0.3 0.4 0.5 0.05 Miles 0
0.25 0.5 0.75 1
0.125 Kilometers Transmission Line Railroad Centerline Road Edge of Pavement Streams Vogtle Property Line Structures Waterbodies Legend Borehole Locations Contour Interval = 10FT Approximated Interpolated Thickness of the Utley Limestone
2.5-341 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-257 Bechtel EPRI Zones Explanation 1&KDUOHRQ)DXOWV
+&KDUOHRQ
)6($SSDODFKLDQV
- 1:6RXWK&DUROLQD
%=6$SSDODFKLDQV
%=$WODQWLF&RDVW Earthquake Epicenters (by Magnitude, mb)
(35,FDWDORJ (1627 - 1984)
(DVWHUQ86VHLVPLFLW\\
(1985 - 2003) 3.00 - 3.99 4.00 - 4.99 5.00 - 5.99 6.00 - 6.99 7.00 - 7.35 3.00 - 3.99 4.00 - 4.70 90°0'0"W 85°0'0"W 80°0'0"W 70°0'0"W 75°0'0"W 85°0'0"W 80°0'0"W 75°0'0"W 30°0'0"N 35°0'0"N 30°0'0"N 35°0'0"N
0LOHV
.LORPHWHUV 90 90 0
0 VEGP Site 20 0-mil e r adi us A t l a n t i c O c e a n G u l f o f M e x i c o Extent of EPRI Seismicity Update Sources Contributing to 99%
of Vogtle Hazard
2.5-342 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-258 Dames and Moore EPRI Zones Explanation 54 - Charleston 20 - Southern Coastal Margin 41 - Default 52 - Charleston Mesozoic Rift 53 - Southern Appalachian Mobile Belt Earthquake Epicenters (by Magnitude, mb)
EPRI catalog (1627 - 1984)
Eastern US seismicity (1985 - 2003) 3.00 - 3.99 4.00 - 4.99 5.00 - 5.99 6.00 - 6.99 7.00 - 7.35 3.00 - 3.99 4.00 - 4.70 90°0'0"W 85°0'0"W 80°0'0"W 70°0'0"W 75°0'0"W 85°0'0"W 80°0'0"W 75°0'0"W 30°0'0"N 35°0'0"N 30°0'0"N 35°0'0"N 200 Miles 200 Kilometers 100 100 0
0 VEGP Site 20 0-mil e r adi us A t l a n t i c O c e a n G u l f o f M e x i c o Extent of EPRI Seismicity Update Sources Contributing to 99%
of Vogtle Hazard
2.5-343 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-259 Law EPRI Zones Mafic Plutons 35 - Charleston seismic zone 108 - Brunswick, NC
Background
C09 - Mesozoic basins C10 - Combination source C11 - Combination source 17 - Eastern basement 22 - Reactivated eastern seaboard normal 90°0'0"W 85°0'0"W 80°0'0"W 70°0'0"W 75°0'0"W 85°0'0"W 80°0'0"W 75°0'0"W 30°0'0"N 35°0'0"N 30°0'0"N 35°0'0"N Explanation Earthquake Epicenters (by Magnitude, mb)
EPRI catalog (1627 - 1984)
Eastern US seismicity (1985 - 2003) 3.00 - 3.99 4.00 - 4.99 5.00 - 5.99 6.00 - 6.99 7.00 - 7.35 3.00 - 3.99 4.00 - 4.70 200 Miles 200 Kilometers 100 100 0
0 VEGP Site 20 0-mil e r adi us A t l a n t i c O c e a n G u l f o f M e x i c o Extent of EPRI Seismicity Update Sources Contributing to 99%
of Vogtle Hazard M33 M36 M37 M38 M39 M40 M41 M42
2.5-344 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-260 Rondout EPRI Zones Explanation 24 - Charleston 26 - South Carolina Earthquake Epicenters (by Magnitude, mb)
EPRI catalog (1627 - 1984)
Eastern US seismicity (1985 - 2003) 3.00 - 3.99 4.00 - 4.99 5.00 - 5.99 6.00 - 6.99 7.00 - 7.35 3.00 - 3.99 4.00 - 4.70 90°0'0"W 85°0'0"W 80°0'0"W 70°0'0"W 75°0'0"W 85°0'0"W 80°0'0"W 75°0'0"W 30°0'0"N 35°0'0"N 30°0'0"N 35°0'0"N 200 Miles 200 Kilometers 100 100 0
0 VEGP Site 20 0-mil e r adi us A t l a n t i c O c e a n G u l f o f M e x i c o Extent of EPRI Seismicity Update Sources Contributing to 99%
of Vogtle Hazard
2.5-345 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-261 Woodward-Clyde EPRI Zones 90°0'0"W 85°0'0"W 80°0'0"W 70°0'0"W 75°0'0"W 85°0'0"W 80°0'0"W 75°0'0"W 30°0'0"N 35°0'0"N 30°0'0"N 35°0'0"N VEGP Site 20 0-mil e r adi us Extent of EPRI Seismicity Update A t l a n t i c O c e a n G u l f o f M e x i c o Explanation 30 - Charleston 29 - South Carolina Gravity Saddle 29A - South Carolina Gravity Saddle #2 29B - South Carolina Gravity Saddle #3 Vogtle - Polygon Earthquake Epicenters (by Magnitude, mb)
EPRI catalog (1627 - 1984)
Eastern US seismicity (1985 - 2003) 3.00 - 3.99 4.00 - 4.99 5.00 - 5.99 6.00 - 6.99 7.00 - 7.35 3.00 - 3.99 4.00 - 4.70 200 Miles 200 Kilometers 100 100 0
0 Sources Contributing to 99%
of Vogtle Hazard
2.5-346 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-262 Weston EPRI Zones 90°0'0"W 85°0'0"W 80°0'0"W 70°0'0"W 75°0'0"W 85°0'0"W 80°0'0"W 75°0'0"W 30°0'0"N 35°0'0"N 30°0'0"N 35°0'0"N VEGP Site 20 0-mil e r ad ius Extent of EPRI Seismicity Update A t l a n t i c O c e a n G u l f o f M e x i c o Explanation C19 25 - Charleston 26 - South Carolina C33 Area includes C26, C27, C35 Area includes 104, C20, C21, C23, C24 Earthquake Epicenters (by Magnitude, mb)
EPRI catalog (1627 - 1984)
Eastern US seismicity (1985 - 2003) 3.00 - 3.99 4.00 - 4.99 5.00 - 5.99 6.00 - 6.99 7.00 - 7.35 3.00 - 3.99 4.00 - 4.70 200 Miles 200 Kilometers 100 100 0
0 Sources Contributing to 99%
of Vogtle Hazard
2.5-347 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-263 USGS Model 80°0'0"W 80°0'0"W 35°0'0"N 35°0'0"N A t l a n t i c O c e a n VEGP Site Explanation Earthquake Epicenters (by Magnitude, mb)
Eastern US seismicity EPRI catalog (1627 - 1984)
(1985 - 2003) 3.00 - 3.99 4.00 - 4.70 3.00 - 3.99 4.00 - 4.99 5.00 - 5.99 6.00 - 6.99 7.00 - 7.35 0
50 100 Miles 0
50 100 Kilometers 200-mil e radiu s
USGS Seismic Zones Charleston Area East Coast Fault System South Liquefaction Features "Reported" 1886 Liquefaction Feature (Talwani & Schaeffer, 2001; Fig.1) 1886 Liquefaction Feature (Amick et al., 1990)
Liquefaction Feature of unknown age (Amick et al., 1990)
Paleoliquefaction Site (Amick et al., 1990 and Talwani & Schaeffer, 2001)
2.5-348 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-264 SCDOT Model 80°0'0"W 80°0'0"W 35°0'0"N 35°0'0"N A t l a n t i c O c e a n VEGP Site Explanation Earthquake Epicenters (by Magnitude, mb)
Eastern US seismicity EPRI catalog (1627 - 1984)
(1985 - 2003) 3.00 - 3.99 4.00 - 4.70 3.00 - 3.99 4.00 - 4.99 5.00 - 5.99 6.00 - 6.99 7.00 - 7.35 0
50 100 Miles 0
50 100 Kilometers 200-mil e radiu s
Liquefaction Features "Reported" 1886 Liquefaction Feature (Talwani & Schaeffer, 2001; Fig.1) 1886 Liquefaction Feature (Amick et al., 1990)
Liquefaction Feature of unknown age (Amick et al., 1990)
Paleoliquefaction Site (Amick et al., 1990 and Talwani & Schaeffer, 2001)
Source Zones Characterisic Line Source (3 Parallel Faults)
Charleston Area Source Characteristic Line Source (ZRA)
(Chapman and Talwani, 2002)
2.5-349 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-265 UCSS Map 80°0'0"W 80°0'0"W 35°0'0"N 35°0'0"N A t l a n t i c O c e a n VEGP Site Explanation Earthquake Epicenters (by Magnitude, mb)
Eastern US seismicity EPRI catalog (1627 - 1984)
(1985 - 2003) 3.00 - 3.99 4.00 - 4.70 3.00 - 3.99 4.00 - 4.99 5.00 - 5.99 6.00 - 6.99 7.00 - 7.35 0
50 100 Miles 0
50 100 Kilometers 200-mil e radiu s
Liquefaction Features "Reported" 1886 Liquefaction Feature (Talwani & Schaeffer, 2001; Fig.1) 1886 Liquefaction Feature (Amick et al., 1990)
Liquefaction Feature of unknown age (Amick et al., 1990)
Paleoliquefaction Site (Amick et al., 1990 and Talwani & Schaeffer, 2001)
Updated Charleston Seismic Source (UCSS)
B'
2.5-350 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-266 EPRI All Charleston Map 80°0'0"W 80°0'0"W A t l a n t i c O c e a n VEGP Site 0
25 50 Miles 0
25 50 Kilometers 200-mil e radiu s
Explanation 1886 Charleston Isoseismals Intensity (Bollinger, 1977)
VII VI VIII IX X
Earthquake Epicenters (by Magnitude, mb)
Eastern US seismicity EPRI catalog (1627 - 1984)
(1985 - 2003) 3.00 - 3.99 4.00 - 4.70 3.00 - 3.99 4.00 - 4.99 5.00 - 5.99 6.00 - 6.99 7.00 - 7.35 EPRI Zones WGC 25 RND 24 BEC H BEC N3 LAW 35 WCC 30 DAM 54 Georgia South Carolina
2.5-351 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-267 Updated Charleston Seismic Source (USGS) Logic Tree with Weights for each Branch Shown in Italics Source Geometry Mmax Data Used to Constrain Mmax Recurrence Portion of Paleoliquefaction Record Used to Model Recurrence Recurrence Interval (continuous distribution)
A Charleston B Coastal Zone (including oshore)
B' Coastal zone, (excluding oshore)
C Proposed East Coast fault system - south 6.7 (0.10) 6.9 (0.25) 7.1 (0.30) 7.3 (0.25) 7.5 (0.10)
Geologic (1.00)
Seismologic (0.00) 531*exp ( +/-0.25) years (mean of 548 years)
~2,000-year record (0.70)
(0.10)
(0.10)
(0.10)
~5,000-year record (0.80)
(0.20) 841*exp ( +/-0.51) years (mean of 958 years)
2.5-352 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-268 Map of ZRA-S from Marple and Talwani (2000) 06 73 06 66 66 06
'HH 1257+&$52/,1$
6287+
&$52/,1$
66
)
/XPEHU 5LYHU 3HH'HH
/LWWOH 3HH
%ODFN
&UHHN
/\\QFKHV
%ODFN 6ZS
- DWHUHH 06 06 66
=5$6
- DFFDPDZ
%ODFN 6DQWHH 3RFRWDOLJR
/DNH 0DULRQ
)RXU+ROH 06 66 6ZS 66
&6
&RRSHU 6
(GLVWR
&&6
$5
&+
6FDOH
NP 17,&2&($1
'LVVHFWHG IORRGSODLQ
,QFLVHG ULYHUFKDQQHO 0HFKDQLFVYLOOH VFDUS
/(*(1' 06 66
$QDVWRPRVLQJ VWUHDPSDWWHUQV 6XUU\\
VFDUS 0DSRI=5$6IURP0DUSOHDQG7DOZDQL )LJXUHVKRZVVRXWKHUQ
]RQHRIULYHUDQRPDOLHV =5$6 VWULSHGDUHD DQDVWRPRVLQJVWUHDP
SDWWHUQVSUHVDQGEORZVLWHV VWDUV DQGWRSRJUDSKLFSURILOH 73
EROGOLQH DSSUR[LPDWHO\\DORQJWKH=5$6D[LV$UURZVDORQJ3HH'HH
5LYHUGHQRWHUHDFKIORZLQJDJDLQVWVRXWKZHVWYDOOH\\ZDOO&ORVHGGDVKHG
FRQWRXUVQHDU6XPPHUYLOOHDUHKLJKHVWLQWHQVLW\\LVRVHLVPDOVRIWKH
&KDUOHVWRQ6RXWK&DUROLQDHDUWKTXDNH IURP'XWWRQ $EEUHYLDWLRQV
DUHDVIROORZV $5$VKOH\\5LYHU &&RQZD\\ &&6&DZ&DZ6ZDPS
&+&KDUOHVWRQ &6&\\SUHVV6ZDPS ))ORUHQFH **HRUJHWRZQ
/0/DNH0RXOWULH 060HFKDQLFVYLOOHOLWWRUDOVFDUS 66XPPHUYLOOH
666XUU\\OLWWRUDOVFDUS
:
:
1
1
2.5-353 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-269 Geographic Distribution of Liquefaction Features Associated with Charleston Earthquakes
2.5-354 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-270 PGA Mean Seismic Hazard Curves for Current (2005) Calculation and for EPRI-SOG Figure 2.5-271 PGA Median Seismic Hazard Curves for Current (2005) Calculation and for EPRI-SOG Comparison of EPRI-SOG and 2005 mean hazard 1E-6 1E-5 1E-4 1E-3 1E-2 10 100 1000 PGA, cm/s^2 Ann. Freq. Exceedance 2005 calculation EPRI-SOG Comparison of EPRI-SOG and 2005 median hazard 1E-6 1E-5 1E-4 1E-3 1E-2 10 100 1000 PGA, cm/s^2 Ann. Freq. Exceedance 2005 calculation EPRI-SOG
2.5-355 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-272 PGA 85 Percent Seismic Hazard Curves for Current (2005) Calculation and for EPRI-SOG Comparison of EPRI-SOG and 2005 85% hazard 1E-6 1E-5 1E-4 1E-3 1E-2 10 100 1000 PGA, cm/s^2 Ann. Freq. Exceedance 2005 calculation EPRI-SOG
2.5-356 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-273 Map Showing Two Areas Used To Examine Effect of New Seismicity Information
2.5-357 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-274 Comparison of Recurrence Rates for Rectangular Charleston Source Figure 2.5-275 Comparison of Recurrence Rates for Triangular South Carolina Source Comparison of catalog seismicity for Charleston source
.00001
.0001
.001
.01 4.5 5.5 6.5 7.5 magnitude (mb)
Annual freq. of exceed Charleston source thru 1984 Charleston source thru mid-2005 Comparison of catalog seismicity for triangular So. Carolina source
.00001
.0001
.001
.01 4.5 5.5 6.5 7.5 magnitude (mb)
Annual freq. of exceed.
Triangular source thru 1984 Triangular source thru mid-2005
2.5-358 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-276 Geometry of Four New Charleston Sources Figure 2.5-277 Original Rondout Source 26
2.5-359 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-278 New Rondout Source 26-A that Surrounds Charleston Source A Figure 2.5-279 New Rondout Source 26-B that Surrounds Charleston Source B
2.5-360 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-280 New Rondout Source 26-B' that Surrounds Charleston Source B Figure 2.5-281 New Rondout Source 26-C that Surrounds Charleston Source C
2.5-361 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-282 Mean Uniform Hazard Spectra, Hard Rock Conditions, for VEGP ESP Mean UHS, rock, Vogtle 0.1 10 0.1 1
10 100 Frequency, Hz Spectral acceleration, g 1E-6 5E-6 1E-5 5E-5 1E-4
2.5-362 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-283 Hard Rock Magnitude-Distance Deaggregation for High Frequencies, 10-4 Mean Annual Frequency of Exceedance
2.5-363 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-284 Hard Rock Magnitude-Distance Deaggregation for Low Frequencies, 10-4 Mean Annual Frequency of Exceedance
2.5-364 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-285 Hard Rock Magnitude-Distance Deaggregation for High Frequencies, 10-5 Mean Annual Frequency of Exceedance
2.5-365 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-286 Hard Rock Magnitude-Distance Deaggregation For Low Frequencies, 10-5 Mean Annual Frequency of Exceedance
2.5-366 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-287 Hard Rock Magnitude-Distance Deaggregation for High Frequencies, 10-6 Mean Annual Frequency of Exceedance
2.5-367 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-288 Hard Rock Magnitude-Distance Deaggregation for Low Frequencies, 10-6 Mean Annual Frequency of Exceedance
2.5-368 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-289 Magnitude Deaggregation for High Frequencies for Three Mean Annual Frequencies of Exceedance Figure 2.5-290 Magnitude Deaggregation for Low Frequencies for Three Mean Annual Frequencies of Exceedance High-frequency magnitude (Mw) deaggregations 0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4
5 6
7 8
Magnitude (Mw)
Probability density 1E-4 1E-5 1E-6 Low-frequency magnitude (Mw) deaggregations 0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4
5 6
7 8
Magnitude (Mw)
Probability density 1E-4 1E-5 1E-6
2.5-369 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-291 Hard Rock Distance Deaggregation for High Frequencies for Three Mean Annual Frequencies of Exceedance Figure 2.5-292 Hard Rock Magnitude Deaggregation for Low Frequencies for Three Mean Annual Frequencies of Exceedance High-frequency distance deaggregations 0.00 0.01 0.02 0.03 0.04 0.05 0.06 0
20 40 60 80 100 120 140 160 180 200 Distance, km Probability density 1E-4 1E-5 1E-6 Low-frequency distance deaggregations 0.00 0.01 0.02 0.03 0.04 0.05 0.06 0
20 40 60 80 100 120 140 160 180 200 Distance, km Probability density 1E-4 1E-5 1E-6
2.5-370 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-293 10 Hz Hard Rock Seismic Hazard Curves by Seismic Source for Rondout Team
2.5-371 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-294 1 Hz Hard Rock Seismic Hazard Curves by Seismic Source for the Rondout Team
2.5-372 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-295 Summary Statistics Calculated from the 60 Shear-Wave Velocity Profiles Note: Statistics do not include the velocities on the crystalline bedrock.
0 500 1000 1500 2000 2500 0
2000 4000 6000 8000 10000 Shear-Wave Velocity (feet/s)
Depth (feet)
Maximum Logarithmic (median+sigma)
Median Logarithmic (median-sigma)
Minimum
2.5-373 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-296 ESP and COL plus ESP Soil Models 0
50 100 150 200 250 300 350 400 0
500 1000 1500 2000 2500 3000 3500 4000 Shear Wave Velocity (ft/sec)
Depth (ft)
ESP Base Case Model COL plus ESP Base Case Model Median Logarithmic (median-sigma)
Logarithmic (median+sigma)
2.5-374 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-297 High Frequency Hard Rock Target Spectra for the Three Annual Probability Levels of 10-4, 10-5, and 10-6 SNC Targets: High Frequency Spectra 1.00E-04 1.00E-03 1.00E-02 1.00E-01 1.00E+00 1.00E+01 0.1 1
10 100 Frequency (hz)
Spectral Acceleration (g) 10-4 High Frequency 10-5 High Frequency 10-6 High Frequency
2.5-375 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-298 Low Frequency Hard Rock Target Spectra for the Three Annual Probability Levels of 10-4, 10-5, and 10-6 SNC Targets: Low Frequency Spectra 1.00E-04 1.00E-03 1.00E-02 1.00E-01 1.00E+00 1.00E+01 0.1 1
10 100 Frequency (hz)
Spectral Acceleration (g) 10-4 Low Frequency 10-5 Low Frequency 10-6 Low Frequency
2.5-376 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-299 High Frequency (10-6) Match for the 30 Time Histories Spectral-Matched Time History Spectra: RP6HF 0.0001 0.001 0.01 0.1 1
10 0.1 1
10 100 Frequency (Hz)
Spectral Acceleration (g)
Note: Heavy red line is the target spectrum and thin black lines are the individual matches.
2.5-377 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-300 Low Frequency (10-6) Match for the 30 Time Histories Spectral-Matched Time History Spectra: RP6LF 0.001 0.01 0.1 1
10 0.1 1
10 100 Frequency (Hz)
Spectral Acceleration (g)
Note: Heavy red line is the target spectrum and thin black lines are the individual matches.
2.5-378 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-301 High Frequency (10-5) Match for the 30 Time Histories Spectral-Matched Time History Spectra: RP5HF 0.0001 0.001 0.01 0.1 1
10 0.1 1
10 100 Frequency (Hz)
Spectral Acceleration (g)
Note: Heavy red line is the target spectrum and thin black lines are the individual matches.
2.5-379 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-302 Low Frequency (10-5) Match for the 30 Time Histories Spectral-Matched Time History Spectra: RP5LF 0.001 0.01 0.1 1
10 0.1 1
10 100 Frequency (Hz)
Spectral Acceleration (g)
Note: Heavy red line is the target spectrum and thin black lines are the individual matches.
2.5-380 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-303 High Frequency (10-4) Match for the 30 Time Histories Spectral-Matched Time History Spectra: RP4HF 0.0001 0.001 0.01 0.1 1
10 0.1 1
10 100 Frequency (Hz)
Spectral Acceleration (g)
Note: Heavy red line is the target spectrum and thin black lines are the individual matches.
2.5-381 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-304 Low Frequency (10-4) Match for the 30 Time Histories Spectral-Matched Time History Spectra: RP4LF 0.001 0.01 0.1 1
10 0.1 1
10 100 Frequency (Hz)
Spectral Acceleration (g)
Note: Heavy red line is the target spectrum and thin black lines are the individual matches.
2.5-382 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-305 Typical Results of Spectral Amplification at 86-ft Depth (Top of Blue Bluff Marl)
Using EPRI Degradation Curves for High Frequency Time Histories of 10-4 MAFE Input Motion Level 0
1 2
3 4
5 6
0.1 1
10 100 Frequency (Hz)
Amplification
2.5-383 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-306 Typical Results of Spectral Amplification at 40-ft Horizon Outcrop Motion Using EPRI Degradation Curves for High-Frequency Time Histories of 10-4 MAFE Input Motion Level 0.0 1.0 2.0 3.0 4.0 5.0 6.0 0.1 1
10 100 Frequency (Hz)
Amplification
2.5-384 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-307 Typical Results of Spectral Amplification Ground Surface using EPRI Degradation Curves for High Frequency Time Histories of 10-4 MAFE Input Motion Level 0
1 2
3 4
5 6
0.1 1
10 100 Frequency (Hz)
Amplification
2.5-385 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-308 Horizontal Raw and Smoothed, Top of Blue Bluff Marl 86-foot Depth Horizon Spectra 0.001 0.01 0.1 1
0.1 1
10 100 Frequency (Hz)
Spectral Acceleration (g)
Horizontal Top of Blue Bluff Marl [unsmoothed]
Horizontal Top of Blue Bluff Marl [smoothed]
2.5-386 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-309 Horizontal Raw and Smoothed FIRS, 40-ft Depth Horizon FIRS at 40-ft Depth Horizon 0.001 0.01 0.1 1.
0.1 1
10 100 Frequency (Hz)
Spectral acceleration (g)
Horizontal FIRS [unsmoothed]
Horizontal FIRS [smoothed]
2.5-387 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-310 Horizontal Raw and Smoothed GMRS, Ground Surface GMRS, Ground Surface 0.001 0.01 0.1 1.
0.1 1
10 100 Frequency (Hz)
Spectral acceleration, (g)
Horizontal GMRS [unsmoothed]
Horizontal GMRS [smoothed]
2.5-388 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-311 Plots of V/HWUS,Soil,Empirical Term of Equation 2.5.2-6 for Near [M5.6 at a Distance of 12 km] and Far [M7.2 at a Distance of 130 km] Events Using the Attenuation Relation of Abrahamson and Silva (1997)
Vertical/Horizontal Ratios: WUS Soil 0.1 1
10 0.1 1
10 100 Frequency (Hz)
V/H [WUS, soil]
V/H AS97, Soil, WUS M5.6, R 12km V/H AS97, Soil, WUS M7.2, R 130km
2.5-389 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-312 Plots of [V/HCEUS,Soil,Model / V/HWUS,Soil,Model] Term of Equation 2.5.2-6 for M6.5 and Distances of 10, 20, and 40 km, as Available in NUREG/CR-6728 (McGuire et al 2001)
NUREG/CR-6728, Figure J-31 and J-32 0.1 1
10 0.1 1
10 100 Frequency (Hz)
Ratio CEUS V/H to WUS V/H Recommended WUS-to-CEUS soil V/H scale factor: Near event Recommended WUS-to-CEUS soil V/H scale factor: Far event 10km 20km 40km V/H for WUS and CEUS generic soil, M6.5 @ 10, 20, and 40km Note: The near and far ratios of V/H ratios recommended for this study are also shown.
2.5-390 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-313 Plots of Recommended V/HCEUS,Soil from Equation 2.5.2-6 for Near and Far Events Using Results from NUREG/CR-6728 (McGuire et al 2001)
Application of NUREG/CR-6728 Method and Available Results 0.1 1
10 0.1 1
10 100 Frequency (Hz)
V/H Ratio V/H (CEUS,Soil), Near event [wt. ~1]
V/H (CEUS,Soil), Far event [wt. ~3]
V/H (CEUS,Soil), Weighted Average Note: Considering the relative contribution of the near and far events to the horizontal SSE design response spectrum, the approximately 1:3 weighted average is the recommended V/HCEUS,Soil.
2.5-391 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-314 Plots of Recommended V/HCEUS,Soil from Equation 2.5.2-6 for Near and Far Events Using Results from Lee (2001)
Application of Lee (2001) Results 0.1 1
10 0.1 1
10 100 Frequency (Hz)
V/H Ratio V/H (CEUS,Soil), Near event [wt. ~1]
V/H (CEUS,Soil), Far event [wt. ~3]
V/H (CEUS,Soil), Weighted Average Note: Considering the relative contribution of the near and far events to the horizontal SSE design response spectrum, the approximately 1:3 weighted average is shown.
2.5-392 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-315 Plots of V/HCEUS,Soil (Blue Patterned) Derived from Results from NUREG/CR-6728 (McGuire et al 2001) and Lee (2001)
Application of NUREG/CR-6728 & Lee (2001) 0.1 1
10 0.1 1
10 100 Frequency (Hz)
V/H Ratio Final V/H (CEUS,soil)
V/H (CEUS,soil): Lee (2001)
V/H (CEUS,soil): NUREG/CR-6728 Reg. Guide 1.60, 5% Damping Note: Considering the site-specific aspects of the Lee (2001), it is preferred, guiding the recommended final V/HCEUS,Soil (blue solid). The V/H from RG 1.60 is shown (red) for comparison.
2.5-393 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-316 VEGP ESP Horizontal and Vertical Top of Blue Bluff Marl (5% Damping) 86-foot Depth Horizon 0.001 0.01 0.1 1
10 0.1 1
10 100 Frequency (Hz)
Spectral Acceleration (g)
Horizontal Top of Blue Bluff Marl Vertical Top of Blue Bluff Marl
2.5-394 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-317 VEGP ESP Horizontal and Vertical FIRS Spectra, at the 40-ft Depth Horizon FIRS at 40-foot Depth Horizon 0.001 0.01 0.1 1
10 0.1 1
10 100 Frequency (Hz)
Spectral Acceleration (g)
Horizontal FIRS spectrum Vertical FIRS spectrum
2.5-395 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-318 VEGP ESP Horizontal and Vertical GMRS Spectra (5% Damping)
GMRS, Ground Surface 0.001 0.01 0.1 1
10 0.1 1
10 100 Frequency (Hz)
Spectral Acceleration (g)
2.5-396 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-319 Example of Initial Seed Input Time Acceleration, Velocity, and Displacement Time Histories (One of Thirty) for High Frequency Target Spectrum 0
10 20 30 40 Time (sec)
-0.10 0.00 0.10 Dis (cm)
Dis (cm) 0 10 20 30 40 Time (sec)
-0.50 0.00 0.50 Vel (cm/sec)
Vel (cm/sec) 0 10 20 30 40 Time (sec)
-33.00 0.00 33.00 Acc (cm/s^2)
Acc (cm/s^2)
2.5-397 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-320 Final Modified Spectrum-Compatible Acceleration, Velocity, and Displacement Time Histories (One of Thirty) for 10-6 High Frequency Target Spectrum 0
10 20 30 40 Time (sec)
-4.00 0.00 4.00 Dis (cm)
Dis (cm) 0 10 20 30 40 Time (sec)
-28.00 0.00 28.00 Vel (cm/sec)
Vel (cm/sec) 0 10 20 30 40 Time (sec)
-1579.00 0.00 1579.00 Acc (cm/s^2)
Acc (cm/s^2)
2.5-398 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-321 Comparison of 10-6 High Frequency Target Spectrum (Thick Grey Line),
Response Spectrum from Initial Seed Input Acceleration Time History Scaled to Target PGA (Thin Blue Line), and Acceleration Response Spectrum for Final Modified Spectrum Compatible Time History (Thin Red Line) 0.001 0.01 0.1 1
10 0.1 1
10 100 Frequency (Hz)
Spectral Acceleration (g)
Target Spectrum Spectral-matched Time History Initial Time History Final run scaled by: 1.000
2.5-399 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-322 Comparison of Normalized Arias Intensity from Initial Seed Input Time History (Thick Grey Line) and Final Modified Spectrum Compatible (10-6 High Frequency Target Spectrum) Time History (Thin Red Line) for an Example Case 0
0.25 0.5 0.75 1
0 5
10 15 20 25 30 35 40 Time (s)
Normalized Arias Intensity Initial Seed Time History Modified Time History: Run6
2.5-400 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-323 Horizontal Component 1 Modified Spectrum Compatible Time Acceleration, Velocity, and Displacement Time Histories for FIRS Horizontal Target Spectrum Prior to Application of 1.01 Scale Factor 0
10 20 30 40 50 60 Time (sec)
-7.00 0.00 7.00 Dis (cm)
Dis (cm) 0 10 20 30 40 50 60 Time (sec)
-17.00 0.00 17.00 Vel (cm/sec)
Vel (cm/sec) 0 10 20 30 40 50 60 Time (sec)
-229.00 0.00 229.00 Acc (cm/s^2)
Acc (cm/s^2)
2.5-401 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-324 Comparison of Horizontal FIRS Target Spectrum (Thick Grey Line),
1.3*FIRS Target Spectrum (Dashed Black Line), 0.9*FIRS Target Spectrum (Dashed Green Line), and Acceleration Response Spectrum for Final Modified Spectrum Compatible Time History (Thin Red Line)
Including Application of 1.01 Scale Factor for Horizontal Component 1 0.001 0.01 0.1 1
0.1 1
10 100 Frequency (Hz)
Spectral Acceleration (g)
Target Spectrum*1.30 Target Spectrum Target Spectrum/1.10 Spectral-matched Time History Final run scaled by: 1.0100
2.5-402 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-325 Comparison of Normalized Arias Intensity from Initial Seed Input Time History (Thick Grey Line) and Final Modified Spectrum Compatible Time History (Thin Red Line) Including Application of 1.01 Scale Factor for Horizontal Component 1 0
0.25 0.5 0.75 1
0 5
10 15 20 25 30 35 40 45 50 55 60 65 Time (s)
Normalized Arias Intensity Initial Seed Time History Modified Time History: Run8
2.5-403 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-326 Horizontal Component 2 Modified Spectrum Compatible Time Acceleration, Velocity, and Displacement Time Histories for FIRS Horizontal Target Spectrum Prior to Application of 1.01 Scale Factor 0
10 20 30 40 50 60 Time (sec)
-13.00 0.00 13.00 Dis (cm)
Dis (cm) 0 10 20 30 40 50 60 Time (sec)
-39.00 0.00 39.00 Vel (cm/sec)
Vel (cm/sec) 0 10 20 30 40 50 60 Time (sec)
-257.00 0.00 257.00 Acc (cm/s^2)
Acc (cm/s^2)
2.5-404 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-327 Comparison of Horizontal FIRS Target Spectrum (Thick Grey Line), 1.3*FIRS Target Spectrum (Dashed Black Line),
0.9*FIRS Target Spectrum (Dashed Green Line), and Acceleration Response Spectrum for Final Modified Spectrum Compatible Time History (Thin Red Line)
Including Application of 1.01 Scale Factor for Horizontal Component 2 0.001 0.01 0.1 1
0.1 1
10 100 Frequency (Hz)
Spectral Acceleration (g)
Target Spectrum*1.30 Target Spectrum Target Spectrum/1.10 Spectral-matched Time History Final run scaled by: 1.0100
2.5-405 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-328 Comparison of Normalized Arias Intensity from Initial Seed Input Time History (Thick Grey Line) and Final Modified Spectrum Compatible Time History (Thin Red Line) Including Application of 1.01 Scale Factor for Horizontal Component 2 0
0.25 0.5 0.75 1
0 5
10 15 20 25 30 35 40 45 50 55 60 65 Time (s)
Normalized Arias Intensity Initial Seed Time History Modified Time History: Run11
2.5-406 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-329 Vertical Component Modified Spectrum Compatible Time Acceleration, Velocity, and Displacement Time Histories for FIRS Vertical Target Spectrum Prior to Application of 1.01 Scale Factor 0
10 20 30 40 50 60 Time (sec)
-7.00 0.00 7.00 Dis (cm)
Dis (cm) 0 10 20 30 40 50 60 Time (sec)
-17.00 0.00 17.00 Vel (cm/sec)
Vel (cm/sec) 0 10 20 30 40 50 60 Time (sec)
-229.00 0.00 229.00 Acc (cm/s^2)
Acc (cm/s^2)
2.5-407 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-330 Comparison of Vertical FIRS Target Spectrum (Thick Grey Line),
1.3*FIRS Target Spectrum (Dashed Black Line), 0.9*FIRS Target Spectrum (Dashed Green Line), and Acceleration Response Spectrum for Final Modified Spectrum Compatible Time History (Thin Red Line)
Including Application of 1.01 Scale Factor for Vertical Component 0.001 0.01 0.1 1
0.1 1
10 100 Frequency (Hz)
Spectral Acceleration (g)
Target Spectrum*1.30 Target Spectrum Target Spectrum/1.10 Spectral-matched Time History Final run scaled by: 1.0100
2.5-408 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-331 Comparison of Normalized Arias Intensity from Initial Seed Input Time History (Thick Grey Line) and Final Modified Spectrum Compatible Time History (Thin Red Line) Including Application of 1.01 Scale Factor for Vertical Component 0
0.25 0.5 0.75 1
0 5
10 15 20 25 30 35 40 45 50 55 60 65 Time (s)
Normalized Arias Intensity Initial Seed Time History Modified Time History: Run8
2.5-409 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-332 Low Strain Backfill Shear Wave Velocity (ft/sec) 0 10 20 30 40 50 60 70 80 90 0
500 1000 1500 2000 2500 3000 3500 Depth (ft)
Median (Sensitivity Study)
Median + 1 Simga Median - 1 Sigma Median (ESP)
Median + 1 Sigma Median - 1 Sigma
2.5-410 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-333 Plant Layout PLAN 347' 173.5' 173.5' TOE OF SLOPE TOE OF SLOPE TOE OF SLOPE UNIT 4 72.5' 161' 47' 47' 812' 256' 155' TOE OF SLOPE NUCLEAR ISLAND 401' 347' 173.5' 173.5' TOE OF SLOPE TOE OF SLOPE TOE OF SLOPE UNIT 3 812' 256' 155' TOE OF SLOPE NUCLEAR ISLAND 401' 63' 135.5' 122' 180' 180' 63' 122' 38' 38' 362' 438' 800' OF CONTAINMENT OF CONTAINMENT OF EXCAVATION OF EXCAVATION PLANE OF EXCAVATION SYMMETRY A
A N
CL CL CL CL CL
2.5-411 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-334 Cross Section A 3/$1(2)
(;&$9$7,21 6<00(75<
81,7
(/+/-
(/+/-
&$7
%$&.),//
&217$,10(176+,(/'
%8,/',1*
%/8(%/8))0$5/
08'0$7 6(&7,21
3/$1(2)
(;&$9$7,21 6<00(75<
81,7
528*+
- 5$'(
,16,7862,/
2.5-412 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-335 SASSI 2D-Model
%DFNILOO
&HQWHUOLQHRI
([FDYDWLRQ
$[LVRI6\\PPHWU\\
8SSHU6DQG
¶
¶
¶
¶
¶
¶
2.5-413 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-336 Amplification at 0 ft (GMRS Horizon) 0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 0.1000 1.0000 10.0000 100.0000 Frequency [Hz]
ARS Amplification (5% Damping)
SHAKE-BF SASSI-BF-IS ESP
2.5-414 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-337 Transfer Functions at 0 ft (GMRS Horizon) 0 1
2 3
4 5
6 0
2 4
6 8
10 12 14 16 18 20 Frequency [Hz]
TF of Ground Surface to Base Rock SHAKE (Best Estimate)
SASSI (Best Estimate)
2.5-415 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-338 Amplification at 40 ft depth (FIRS horizon) 0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 0.1000 1.0000 10.0000 100.0000 Frequency [Hz]
ARS Amplification (5% Damping)
SHAKE-BF SASSI-BF-IS
2.5-416 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-339 Transfer Functions at 40 ft (FIRS Horizon) 0 1
2 3
4 5
6 0
2 4
6 8
10 12 14 16 18 20 Frequency [Hz]
TF of 40 ft Depth to Base Rock SHAKE (Best Estimate)
SASSI (Best Estimate)
2.5-417 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-340 Amplification at 86 ft depth (Top of Blue Bluff Marl) 0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 0.1000 1.0000 10.0000 100.0000 Frequency [Hz]
ARS Amplification (5% Damping)
SHAKE-BF SASSI-BF-IS
2.5-418 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-341 2D SASSI Backfill Model
%DFNILOO6RLO 1XFOHDU,VODQG
$QQH[
8QGLVWXUEHG6RLO
2.5-419 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-342 Node 4041 EL 99.00 NI at Reactor Vessel Support Elevation 0.0 0.2 0.4 0.6 0.8 1.0 1.2 1.4 0.1 1
10 100 Frequency (Hz)
Acceleration (g)
Bathtub Model-d5 4041 2D AP-d5 4041 AP1000 Generic-d5 4041
2.5-420 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-343 Node 4061 EL 116.5 Auxiliary Shield Building at Control Room Floor 0.0 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 0.1 1
10 100 Frequency (Hz)
Acceleration (g)
Bathtub Model-d5 4061 2D AP-d5 4061 AP1000 Generic-d5 4061
2.5-421 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-344 Node 4120 EL 179.56 ASB Auxiliary Building Roof Area 0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 0.1 1
10 100 Frequency (Hz)
Acceleration (g)
Bathtub Model-d5 4120 AP1000 Generic-d5 4120 2D AP-d5 4120
2.5-422 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-345 Node 4310 EL 327.41 ASB Shield Building Roof Area 0.0 1.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 9.0 10.0 0.1 1
10 100 Frequency (Hz)
Acceleration (g)
Bathtub Model-d5 4310 2D AP-d5 4310 AP1000 Generic-d5 4310
2.5-423 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-346 Node 4412 EL 224 Steel Containment Vessel Near Polar Crane 0.0 1.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 0.1 1
10 100 Frequency (Hz)
Acceleration (g)
Bathtub Model-d5 4412 2D AP-d5 4412 AP1000 Generic-d5 4412
2.5-424 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-347 Node 4335 EL 135.25 Containment Internal Structure at Operating Deck 0.0 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 2.0 0.1 1
10 100 Bathtub Model-d5 4435 2D AP-d5 4535 AP1000 Generic-d5 4535
2.5-425 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-348 Amplification at 40-ft Outcrop Depth (FIRS Horizon) 0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 0.1 1
10 100 Frequency [Hz]
ARS Amplification (5% Damping)
2.5-426 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-349 Vogtle Strain Compatible Profiles (S-Wave Velocity) 0 100 200 300 400 500 600 700 800 900 1000 0
500 1000 1500 2000 2500 3000 3500 VS [ft/sec]
Depth [ft]
ESP - Best Estimate (BE)
ESP - Upper Bound (UB)
COL - Best Estimate (BE)
COL - Upper Bound (UB)
2.5-427 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-350 Vogtle Strain Compatible Profiles (S-Wave Damping) 0 100 200 300 400 500 600 700 800 900 1000 0
1 2
3 4
5 6
7 8
9 10 DS [%]
Depth [ft]
ESP - Upper Bound Damping (UB)
ESP - Best Estimate Damping (BE)
ESP - Lower Bound Damping (UB)
COL - Upper Bound Damping (UB)
COL - Best Estimate Damping (BE)
COL - Lower Bound Damping (LB)
2.5-428 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-351 Envelope at 40 ft Depth (FIRS Horizon) 0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 0.1 1
10 100 Frequency [Hz]
ARS Amplification ESP COL ESP-All
2.5-429 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-352 Low Strain Shear Wave Velocity Profile Cases (LB, BE, UB) - Study for Material Over Excavation Slopes
2.5-430 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-353 Strain Compatible BE Shear Wave Velocity Profiles Cases-for Material Over Excavation Slopes (2D SASSI SSI Bathtub Analyses)
2.5-431 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-354 Comparison of SASSI 2D Bathtub Model Site Response:
Amplification at 0 ft (GMRS horizon)
2.5-432 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-355 Comparison of SASSI 2D Bathtub Model Site Response:
Amplification at 40 ft depth (FIRS horizon)
2.5-433 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-356 Comparison of SASSI 2D Bathtub Model Site Response:
Amplification at 86 ft depth (Top of Blue Bluff Marl)
2.5-434 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-357 Comparison of SASSI 2D Bathtub NI Model SSI Responses:
Node 4041-EL 99 NI at Reactor Vessel Support Elevation 0.0 0.2 0.4 0.6 0.8 1.0 1.2 1.4 0.1 1
10 100 Frequency (Hz)
Acceleration (g)
AP1000 Generic-d5 4041 Bathtub Model-d5 4041 Bathtub Model Case 1-d5 4041 Bathtub Model Case 2-d5 4041 Bathtub Model Case 3-d5 4041
2.5-435 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-358 Comparison of SASSI 2D Bathtub NI Model SSI Responses:
Node 4061-EL 116.5 Auxiliary Shield Building at Control Room Floor 0.0 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 0.1 1
10 100 Frequency (Hz)
Acceleration (g)
AP1000 Generic-d5 4061 Bathtub Model-d5 4061 Bathtub Model Case 1-d5 4061 Bathtub Model Case 2-d5 4061 Bathtub Model Case 3-d5 4061
2.5-436 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-359 Comparison of SASSI 2D Bathtub NI Model SSI Responses:
Node 4120-EL 179.56 ASB Auxiliary Building Roof Area 0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 0.1 1
10 100 Frequency (Hz)
Acceleration (g)
AP1000 Generic-d5 4120 Bathtub Model-d5 4120 Bathtub Model Case 1-d5 4120 Bathtub Model Case 2-d5 4120 Bathtub Model Case 3-d5 4120
2.5-437 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-360 Comparison of SASSI 2D Bathtub NI Model SSI Responses:
Node 4310-EL 327.41 ASB Shield Building Roof Area 0.0 1.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 9.0 10.0 0.1 1
10 100 Frequency (Hz)
Acceleration (g)
AP1000 Generic-d5 4310 Bathtub Model-d5 4310 Bathtub Model Case 1-d5 4310 Bathtub Model Case 2-d5 4310 Bathtub Model Case 3-d5 4310
2.5-438 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-361 Comparison of SASSI 2D Bathtub NI Model SSI Responses:
Node 4412-EL 224 Steel Containment Vessel Near Polar Crane 0.0 1.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 0.1 1
10 100 Frequency (Hz)
Acceleration (g)
AP1000 Generic-d5 4412 Bathtub Model-d5 4412 Bathtub Model Case 1-d5 4412 Bathtub Model Case 2-d5 4412 Bathtub Model Case 3-d5 4412
2.5-439 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-362 Comparison of SASSI 2D Bathtub NI Model SSI Responses:
Node 4535-EL 135.25 Containment Internal Structure at Operating Deck 0.0 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 2.0 0.1 1
10 100 Frequency (Hz)
Acceleration (g)
AP1000 Generic-d5 4535 Bathtub Model-d5 4535 Bathtub Model Case 1-d5 4535 Bathtub Model Case 2-d5 4535 Bathtub Model Case 3-d5 4535
2.5-440 Revision 5 VEGP 3&4 - UFSAR Source: Bechtel 1984b Figure 2.5-363 Contorted Bedding in Garbage Trench at VEGP Site
2.5-441 Revision 5 VEGP 3&4 - UFSAR Source: Bechtel 1984b Figure 2.5-364 West Wall of Garbage Trench Showing Small Offsets (1-24 inches) (Upper) and Arcuate Fractures and Clastic Dikes Over Center of Depression (Lower)
2.5-442 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-365 Surface Geometry of Unit F Illustrating Localized Nature of Deformation
2.5-443 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-366 ESP Study Boring Location Plan 1
1
1
1
1
13/$17*5,'
167$7(*5,'
6:,7&+<$5'(;3$16,21
(;,67,1*6:,7&+<$5'
% %$
%
%
&$
&
&
%
&
%
&
%
%
%
%
&
%
%
%
&
&$
&
7:
%
&
%
%
& $
(
(
(3/$17*5,'
(67$7(*5,'
(
(
(
(
(
$%
$%
127(6
/(*(1'
5()(572),*85(6$1'
68%685)$&(352),/(6
$$
$1'%%
86(
7+(*5,'6<67(06+2:1,6'(6,*1$7('
3/$17
3/$171257+ 67$7(1257+
3/$17($67 67$7(($67
(63%25,1*
(63%25,1*:,7+*(2*5$3+,&$/7(676 (63&21(3(1(75$7,217(67 &37
(63&37:,7+6(,60,&'2:1+2/(7(67,1*
(;,67,1*%25,1*
)2568%685)$&(352),/(6
7+(6$0(%25,1*6%876+2:',))(5(17
$0281762)'(7$,/
- 5,'6<67(07+()2//2:,1*)$&72560$<%(
$33/,('72&219(57727+(*(25*,$
($67 1$' 67$7(*5,'6<67(0
2.5-444 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-367 COL Site Boring Location Plan N 15,000 1000 500 0
1500FT NOTES:
- 1.
FOR POWER BLOCK, COOLING TOWER AREA, SEE FIGURE 2.5.4 1B.
- 2.
THE GRID SYSTEM SHOWN IS DESIGNATED PLANT GRID SYSTEM. THE FOLLOWING FACTORS MAY BE APPLIED TO THE PLANT GRID SYSTEM.
PLANT NORTH + 1,135,000 = STATE NORTH PLANT EAST + 614,000 = STATE EAST LEGEND:
COL BORINGS COL CONE PENETROMETERS ESP BORINGS ESP CONE PENETROMETERS HISTORICAL BORINGS TEST PITS COL FIELD ELECTRICAL RESISTIVITY TEST COL REFRACTION MICROTREMOR TEST
- B-1186 PRIORITY COL BORINGS IN SWITCHYARD AREA ER ReMi N
N 14,000 N 13,000 N 12,000 N 11,000 N 10,000 N 9,000 N 8,000 PLANT GRID N 1,143,000 STATE GRID (NAD 27)
N 7,000 N 6,000 N 5,000 N 4,000 N 3,000 N 2,000 E 1,000 E 2,000 E 3,000 E 4,000 E 5,000 E 6,000 E 7,000 E 8,000 E 9,000 E 10,000 PLANT GRID E 624,000 STATE GRID (NAD 27)
E 11,000 E 12,000 E 13,000 E 14,000 E 15,000 B-6013 B-6014 B-6018 B-6019
- B-1186 B-1187 B-1189 B-1192 B-1191 B-1193 B-6002
- B-1105 B-1005 B-6003 B-6004 B-1138 B-6005 B-1113 B-6015 B-6006 B-1121 B-6020 B-6007 B-6021 B-6022 B-6023 B-6024 B-6025 B-6026 SEE NOTE 1 C-1101 B-1142 B-6012 B-1107 TP-B-1121 B-1123 MALLARD POND TP-B-1194 TP-B-1195 B-1194 B-1195 B-1196 TP-B-1197 B-1197 ER-1105 ER-1106 B-5004 B-5003 B-5002B-5001 C-1103 B-6009 B-6011 C-1102 TP-B-1108 ER-1103 B-1108 B-1109
- B-1116 TP-B-1117 B-1117 B-6010 B-1006 ER-1104 TP-B-1125 B-1124 B-1125 B-1126 B-1172 C-1111 B-1174 C-1110 B-1170 B-1176 C-1104 B-1146 B-6008
- B-1185 TB-B-1185 B-1111 B-1110
- B-1112A
- B-1112 B-1119 B-1120 B-1118 B-1011
- B-1127 B-1128A B-1128 B-1168 C-1109 C-1108 B-1166 C-1107 B-1148 C-1105 ReMi-1101 ReMi-1102 B-6029 B-6030 B-1156 B-1164 B-1162 B-1163 TEMPORARY HEAVY HAUL LOAD B-1150 C-1106 B-1161 B-1155 B-1157 B-1159 SAVANNAH RIVER B-1152 B-1153 RIVER INAKE STRUCTURE (EXISTING)
BOAT RAMP (EXISTING)
PROPOSED NEW BARGE FACILITY DISCHARGE LINE (EXISTING)
PROPOSED NEW DISCHARGE LINE B-6027 B-1154 B-6028 B-1158 WILSON COMBUSTION TURBINE PLANT VOGTLE TRAINING CENTER (EXISTING)
E 16,000
2.5-445 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-368 COL Power Block Cooling Tower Boring Location LEGEND:
B-3004 B-3005 B-3006 B-3007 B-3008 B-3009 B-3010 B-3011 B-3012 B-3014 B-3015 B-3016 B-3017 B-3018 B-3019 B-3020 B-3021 B-3024 B-3025 B-3030 B-3031 B-3032 B-3033 B-3034 B-4004 B-4005 B-4006 B-4007 B-4008 B-4009 B-4011 B-4014 B-4015 B-4016 B-4017 B-4018 B-4019 B-4020 B-4021 B-4022 B-4023 B-4024 B-4025 B-4026 B-4027 B-4028 B-4029 B-4030 B-4031 B-4032 B-4033 B-4034 B-1134 B-1136 B-1130 B-1129 B-1133 B-4003(DH)
B-4001(DH)
B-4002(DH)
B-3002(DH)
B-3001(DH)
B-3003(DH)
C-3004 C-4004 ReMi-3001 C-4003(S)
C-4005(S)
C-3005(S)
C-3003(S)
B-3035 B-3036 B-4035 B-4036 ReMi-4001 C-4001(S)
C-4002(S)
C-3002(S)
C-3001(S)
B-4013(C)
B-3013(C)
B-1132 B-3026 B-3027 B-3028 B-4010 B-3022 COL BORINGS COL CONE PENETROMETERS ESP BORINGS ESP CONE PENETROMETERS HISTORICAL BORINGS COL FIELD ELECTRICAL RESISTIVITY TEST ER ReMi COL REFRACTION MICROTREMOR TEST (S) CONE PENETROMETER WITH SHEAR WAVE VELOCITY MEASUREMENT (C) BORINGS WITH CONTINUOUS SAMPLING B-1139 B-1131 B-1140 B-3029 B-3038 B-3037 B-3023 (DH) BORINGS WITH DOWNHOLE GEOPHYSICAL AND/OR SUSPENSION P-S VELOCITY MEASUREMENTS B-3039 E 80+00 PLANT GRID E 622,000 STATE GRID (NAD 27)
N 80+00 PLANT GRID N 1,143,000 STATE GRID (NAD 27)
B-4032A B-4020A ER-4004 ER-4003 ER-4002 ER-4001 ER-3002 ER-3001 D
D F
E F
E X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X 153 339 334 509 141 331 332 627 626 628 625 632 329 631 145 629 327 620 326 619 618 624 623 C-1002 B-1001 C-1010 C-1004 C-1006 C-1001A C-1007 B-1008 B-1007 B-1009 B-316 C-1008 B-1013 B-1010 C-1005A(DH)
C-1009A(S)
B-1004(DH)
C-1005(S)
B-1003(DH)
B-1002(DH)
C-1003(S)
B-1002A(DH)
2.5-446 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-369 Subsurface Profile Legend Stratum Descriptions BARNWELL GROUP. Silty, clayey SAND with layers of silt and clay.
Lower limestone / shell hash (UTLEY LMST FM.)
CONGAREE FM. SAND with silt and clay SNAPP FM. Interbedded SAND, SILT and CLAY BLACK MINGO FM. Interbedded SAND, SILT and CLAY STEEL CREEK FM. SAND with silt and clay LISBON FM (BLUE BLUFF MEMBER). Marl with limestone layers STILL BRANCH FM. Silty, clayey SAND GAILLARD/BLACK CREEK FM. Interbedded SAND, SILT and CLAY PIO NONO/UNNAMED FM. SAND with silt CAPE FEAR FM. Silty, clayey SAND with silt and clay layers TRIASSIC BASIN (BEDROCK). Interbedded CONGLOMERATE, Stratum Descriptions Continued BRECCIA, SANDSTONE and MUDSTONE.
Subsurface data have been obtained only at the actual boring locations. The stratification shown by the dashed lines between borings is based on extrapolation of the data from the borings.
Notes Actual stratification between the borings may differ from that shown.
0 400 800 HORIZONTAL SCALE - FEET 255 255 205 205 155 155 105 105 55 55 5
5
-45
-45 ELEVATION - feet B-1004 B-1002 Borehole Number Extrapolated Stratum Contact SPT N-Value (WOH = Weight Of Hammer)
Soil/Rock Recovery Refusal in first 6" 20 21 24 25 16 16 13 19 12 14 10 8
17 13 14 4
5 7
7 18 6
5 9
5 5
17 11 16 20 18 34 5
9 50/5" 77 50 REF REF REF 77 79 REF REF 70/10" 81 78 58 79/10" 35 REF 95 47 104 52 41 65 48 18 20 30 67 28 33 19 10 8
6 7
12 22 8
11 13 18 12 10 9
77/11" 68/7" 54 72 REF 78/8" 65 40 27 46 26 REF 40 9
43 32 41 50 77 REC= 100 %
REC= 100 %
2.5-447 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-370 Subsurface Profile A-A Vertical Exaggeration = 9.25x E
0 370 740 HORIZONTAL SCALE - FEET 255 255 205 205 155 155 105 105 55 55 5
5
-45
-45
-95
-95 ELEVATION - feet B-1004 B-1002 B-1003 147 24 TW-1 (LISBON FORMATION)
BLUE BLUFF MEMBER (CONGAREE FORMATION)
Fill (BARNWELL GROUP)
UPPER SAND STRATUM FORMATION)
(STILL BRANCH LOWER SAND STRATUM 20 21 24 25 16 16 13 19 12 14 10 8
17 13 14 4
5 7
7 18 6
5 9
5 5
17 11 16 20 18 34 5
9 50/5" 77 REF REF REF 50/3" 77 79 REF REF 70/10" 81 78 58 79/10" 35 REF 95 47 104 52 41 65 48 18 20 30 67 28 33 19 10 8
6 7
12 22 8
11 13 18 12 10 9
77/11" 54 72 REF 78/8" 65 40 27 46 26 REF 40 9
43 32 41 50 77 4768 12 17 38 14 15 26 32 21 52 48 16 29 25 64 30/6" 58 37 65/5" REF 69 56/5" 56 REF 48 REF 65/5" 68/7" REC= 100 %
REC= 80 %
REC= 80 %
REC= 100 %
REC= 60 %
REC= 100 %
REC= 100 %
REC= 100 %
REC= 100 %
REC= 100 %
REC= 100 %
REC= 100 %
REC= 0 %
REC= 100 %
REC= 100 %
REC= 100 %
REC= 75 %
REC= 60 %
REC= 4 %
REC= 20 %
REC= 95 %
REC= 100 %
REC= 81 %
REC= 100 %
REC= 100 %
REC= 100 %
REC= 44 %
REC= 100 %
REC= 100 %
REC= 88 %
REC= 86 %
REC= 100 %
REC= 100 %
REC= 100 %
REC= 100 %
REC= 100 %
REC= 100 %
REC= 100 %
REC= 100 %
REC= 70 %
REC= 100 %
REC= 50 %
REC= 48 %
REC= 94 %
REC= 100 %
REC= 86 %
REC= 64 %
REC= 100 %
REC= 94 %
REC= 100 %
REC= 100 %
REC= 100 %
REC= 100 %
REC= 90 %
REC= 100 %
REC= 90 %
REC= 90 %
REC= 24 %
REC= 58 %
REC= 100 %
REC= 42 %
REC= 60 %
REC= 25 %
REC= 100 %
REC= 66 %
REC= 33 %
REC= 52 %
REC= 0 %
REC= 25 %
REC= 87 %
REC= 40 %
REC= 53 %
REC= 96 %
REC= 100 %
REC= 100 %
REC= 94 %
REC= 96 %
REC= 100 %
REC= 100 %
REC= 100 %
REC= 70 %
REC= 100 %
REC= 100 %
REC= 100 %
REC= 65 %
REC= 75 %
REC= 83 %
REC= 40 %
REC= 40 %
REC= 50 %
REC= 40 %
REC= 27 %
REC= 45 %
REC= 45 %
REC= 85 %
REC= 85 %
REC= 86 %
2.5-448 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-371 Subsurface Profile D-D DESIGN LEVEL (El. 165 ft) 25 B-4002 41 24 23 29 38 40 100 39 REF REF 43 23 24 24 9
25 13 12 50/2" 218.3 REF B-4001 8
17 20 30 30 20 32 31 32 23 39 79 60 77 44 16 37 35 11 10 21 23 41 46 50/1" 34 34 41 80 19 6
25 20 17 20 22 42 32 32 15 30 20 52 51 31 3
33 B-4003 45 19 11 18 18 14 19 29 34 40 8
10 7
18 35 39 26 10 33 19 57 8
45 62 41 65 REF 50/6" 50/1" 50/6" REF 218.4 50/4" 50/2" 11 B-3001 50/5" REF 10 32 33 16 19 71 50/4" 50/5.5" 58 39 40 63 42 73 15 31 61 31 43 38 29 18 20 7
8 9
10 19 19 25 19 18 13 15 19 9
19 22 4
30 20 53 35 37 REF REF REF REF 28 1
219.1 58 22 29 16 26 25 33 26 16 8
7 15 37 32 20 100 100 37 24 28 30 51 41 50/5" 34 43 41 45 70 REF 218.9 11 REF 48 REF 50/5" BECTHEL VOGTLE PROFILE VOGTLE COL SET.GPJ MACTEC 11/21/072:59:30 PM MATERIAL LAYERING CODES TIME OF BORING UNDISTURBED SAMPLE 24 HOUR READING BORING ELEVATION FILL Shells or Shell Hash Low Plasticity Inorganic Silts (ML)
High Plasticity Inorganic Clays (CH)
ELEV.
SPLIT SPOON SAMPLE SPT "N" Value Poorly Graded Sand (SP) 26.0 (ft.)
GROUND WATER CORE SAMPLE Well Graded Sand (SW)
Silty Sand (SM)
Clayey Sand (SC)
B-1 Poorly Graded Sand with Silt (SP-SM)
Poorly Graded Sand with Clay (SP-SC)
Low Plasticity Inorganic Clays (CL)
ELEV.
High Plasticity Inorganic Silts (MH)
DISTANCE, feet BORING NO.
(ft.)
B-1132 218.7 SUBSURFACE PROFILE D-D BLUE BLUFF MEMBER (LISBON FORMATION)
LOWER SAND STRATUM (STILL BRANCH FORMATION)
UPPER SAND STRATUM (BARNWELL GROUP)
NOTES:
- 1. Borings B-3001, B-3002, B-3003, B-4001, B-4002, & B-4003 extend to El. -201.6, -31,
-31.7, -181, -30.9, & -30.8 respectively
- 2. Suffix (DH) not shown for clarity
- 3. WOR = weight of rod
- 4. WOH = weight of hammer
- 5. REF = split spoon refusal 29 WOR WOH 21 1,000 0
200 400 600 800 1,200 120 REF REF REF REF 50/6" REF 220.8 B-4025 20 40 60 200 80 220 100 180 160 140 240 12 1,200 15 63 53 26 29 REF REF 50/2" 17 7
14 19 22 21 19 11 13 23 13 9
10 5
5 17 800 29 1,000 100 80 60 20 140 40 600 400 200 120 240 220 200 180 160 0
218.9 50/4" REF REF 50/5" 50/2" 50/4" REF 50/4" 28 50/5" 11 25 8
50/3" 50/5" REF 23 18 29 22 18 REF 100 100 64 28 41 17 47 15 B-3003 50/1" 50/4" 50/3" 27 50/4" 50/5" 219.0 23 56 23 40 14 B-3002
2.5-449 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-372 Subsurface Profile B-B Vertical Exaggeration = 1.36x E
(BARNWELL GROUP)
(LISBON FORMATION)
(STILL BRANCH FORMATION)
(CONGAREE FORMATION)
(SNAPP FORMATION)
(BLACK MINGO FORMATION)
(STEEL CREEK FORMATION)
(GAILLARD/BLACK CREEK)
(PIO NONO/UNNAMED)
(CAPE FEAR FORMATION)
?
?
?
?
?
?
?
?
?
?
(TRIASSIC BASIN (BEDROCK))
0 300 600 HORIZONTAL SCALE - FEET 255 255 105 105
-45
-45
-195
-195
-345
-345
-495
-495
-645
-645
-795
-795
-945
-945
-1095
-1095
-1245
-1245 ELEVATION - feet B-1004 B-1003 147 24 TW-1
2.5-450 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-373 Subsurface Profile C-C Vertical Exaggeration = 8.57x S
0 300 600 HORIZONTAL SCALE - FEET 260 260 235 235 210 210 185 185 160 160 135 135 110 110 85 85 60 60 35 35 10 10
-15
-15
-40
-40 ELEVATION - feet B-1006 B-1002 316 B-1010 UPPER SAND STRATUM (BARNWELL GROUP)
(LISBON FORMATION)
BLUE BLUFF MEMBER (STILL BRANCH FORMATION)
LOWER SAND STRATUM (CONGAREE FORMATION)
?
?
Fill B-1007 19 20 15 9
2 3
4 8
10 11 30 24 17 13 10 2
8 7
WOH 20 WOH WOH 13 7
WOH 14 19 28 42 50 84/11" 5/2" 52 41 65 48 18 20 30 67 28 33 19 10 8
6 7
12 22 8
11 13 18 12 10 9
77/11" 54 72 REF 78/8" 65 40 27 46 26 REF 40 9
43 32 41 50 77 14 30 32 10 10 8
14 23 20 27 26 31 25 23 15 15 24 21 26 36 37 27 36 18 13 50/2" REF 45 REF 50/5" REF 74 29 34 32 28 21 29 13 56 13 18 29 24 20 27 9
13 18 29 72 23 27 23 30 26 15 34 19 6
28 6
20 10 15 21 67 50/4"
2.5-451 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-374 Subsurface Profile E-E 32 35 36 10 24 9
9 18 13 15 22 40 33 24 18 14 6
17 20 18 50/6" 16 B-3014 REF 4
50/5" 18 50 65 38 30 67 38 30 40 50/5" 50/4" B-3001(DH)
WOH 218.4 40 16 35 25 28 16 220.3 24 10 30 53 35 37 28 58 34 48 26 4
REF REF REF REF 50/4" 19 100 100 37 24 28 30 20 22 18 13 15 19 9
19 22 20 REF REF REF 29 50/6" 7
35 27 21 27 23 13 11 11 57 16 33 7
9 12 28 36 15 50/4" B-3005 219.2 50/5" 39 REF 50/5" 50/4" REF REF 50/2" REF 50/2" 38 55 66 31 63 29 36 REF 12 8
12 27 27 24 21 25 23 6
37 18 NOTES:
- 1. WOR = weight of rod
- 2. WOH = weight of hammer
- 3. REF = split spoon refusal 7
26 18 53 B-3008 12 217.9 50/5" 19 27 31 28 15 30 100 50 0
240 220 600 180 160 140 120 100 80 200 200 600 550 500 450 400 350 300 250 150 18 23 27 48 11 24 REF 60 36 70 50 44 38 40 45 33 REF REF 650 650 40 20 Low Plasticity Inorganic Silts (ML)
Boring B-3001(DH) estends to El. -201.6 Poorly Graded Sand with Silt (SP-SM)
High Plasticity Inorganic Clays (CH)
Poorly Graded Sand with Clay (SP-SC)
B-1 ELEV.
12 (ft.)
LOWER SAND STRATUM (STILL BRANCH FORMATION)
High Plasticity Inorganic Silts (MH)
FILL TIME OF BORING UNDISTURBED SAMPLE 24 HOUR READING BORING ELEVATION ELEV.
Clayey Sand (SC)
Shells or Shell Hash MATERIAL LAYERING CODES 26.0 Poorly Graded Sand (SP)
SUBSURFACE PROFILE E-E (ft.)
15 BORING NO.
DISTANCE, feet DESIGN LEVEL (El. 165 ft)
UPPER SAND STRATUM (BARNWELL GROUP)
BLUE BLUFF MEMBER (LISBON FORMATION)
SPLIT SPOON SAMPLE SPT "N" Value BECTHEL VOGTLE PROFILE VOGTLE COL SET.GPJ MACTEC 11/21/073:07:36 PM Silty Sand (SM)
Well Graded Sand (SW)
CORE SAMPLE GROUND WATER Low Plasticity Inorganic Clays (CL) 18 WOR B-3037 222.9 34 11 10 26 22 6
24 4
31 REF 50 0
9 100 WOR 30 80 8
24 60 120 40 7
5 8
20 15 19 240 220 REF 180 REF 160 14 46 24 140 40 200 22 50/3" 150 100 30 25 450 221.8 B-3015 550 500 250 400 350 300 16 50/4" 200 50/5" 50/5" 13 27
2.5-452 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-375 Subsurface Profile F-F 218.1 23 B-4008 REF REF REF REF WOH 50/5" 50/5" REF 39 52 42 53 48 33 29 REF 12 15 220.7 33 17 42 40 46 51 74 24 67 38 12 18 15 13 11 11 11 64 50/4" 50/2" 50/6" 50/5.5" REF 50/2" 58 B-4005 221.1 50/0" 10 7
6 7
20 26 6
17 9
23 WOH 82 63 REF WOH WOH WOH 7
WOH WOH WOH 50/4.5" 41 41 19 7
6 WOH 25 9
2 8
11 14 8
24 19 B-4001(DH) 22 24 17 21 19 19 50/4" B-4014 218.9 600 Low Plasticity Inorganic Silts (ML) 100 150 200 250 300 350 400 450 50 550 0
650 15 BORING NO.
Poorly Graded Sand (SP) 500 80 14 24 18 20 40 100 120 140 160 180 200 220 240 60 UNDISTURBED SAMPLE 24 HOUR READING BORING ELEVATION FILL MATERIAL LAYERING CODES LOWER SAND STRATUM (STILL BRANCH FORMATION)
ELEV.
High Plasticity Inorganic Clays (CH)
ELEV.
35 GROUND WATER CORE SAMPLE Well Graded Sand (SW)
Silty Sand (SM)
Low Plasticity Inorganic Clays (CL)
SPLIT SPOON SAMPLE SPT "N" Value DISTANCE, feet TIME OF BORING B-1 Poorly Graded Sand with Clay (SP-SC)
Poorly Graded Sand with Silt (SP-SM)
Shells or Shell Hash Clayey Sand (SC) 26.0 High Plasticity Inorganic Silts (MH) 140 160 180 200 220 240 100 100 0
32 21 REF 50/5" 50/3" REF 50/2" REF 50/5" 50/2" WOH BLUE BLUFF MEMBER (LISBON FORMATION) 120 DESIGN LEVEL (El. 165 ft)
SUBSURFACE PROFILE F-F NOTES:
- 1. WOR = weight of rod
- 2. WOH = weight of hammer
- 3. REF = split spoon refusal 20 40 B-4017 60 80 UPPER SAND STRATUM (BARNWELL GROUP) 5 33 62 35 50 34 24 18 17 17 16 9
15 15 23 31 58 350 150 200 250 REF REF 50/3" REF 50/6" 50/1.5" 50/1" 300 400 450 500 550 600 650 34 REF 25 39 58 10 32 16 30 19 41 33 37 15 50/4" 71 50/5" 31 50/5.5" 31 REF 61 50/5" REF 40 19 220.9 BECTHEL VOGTLE PROFILE VOGTLE COL SET.GPJ MACTEC 11/21/072:54:01 PM 20 38 43 73 42 Boring B-4001(DH) extended to El. -181 (ft.)
63 29 (ft.)
9 9
18 7
10 18 19 7
8 7
10
2.5-453 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-376 Shear Wave Velocity Measurements
-1200
-1100
-1000
-900
-800
-700
-600
-500
-400
-300
-200
-100 0
100 200 300 0
2000 4000 6000 8000 10000 Vs (fps)
Elevation - ft msl B-1002 and B-1002A B-1003 B-1004 C-1005A C-1003 C-1005 C-1009A Upper Sand Stratum (Barnwell Group)
Blue Bluff Marl (Lisbon Formation)
(Congaree Formation)
Dunbarton Triassic Basin Lower Sand Stratum (Still Branch Formation)
(Gaillard/Black Creek Formation)
(Steel Creek Formation)
(Black Mingo Formation)
(Snapp Formation)
(Cape Fear Formation)
(Pio Nono Formation)
The stratigraphy shown is for Borehole B-1003
2.5-454 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-377 Shear Wave Velocity Measurements in the Upper Sand Stratum as Measured by COL SCPT 120 130 140 150 160 170 180 190 200 210 220 0
200 400 600 800 1000 1200 1400 1600 1800 2000 Shear Wave Velocity, Vs (ft/sec)
Elevation, (ft)
Average CP-4002 CP-4003 CP-4005 CP-3001 CP-3002 CP-3003 CP-3005 Barnwell Formation Utley Limestone Blue Bluff Marl
2.5-455 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-378 Shear Wave Velocity Profile for SHAKE Analysis
&RPSDFWHG%DFNILOO
%OXH%OXII0DUO /LVERQ)RUPDWLRQ
/RZHU6DQG6WUDWXP 6WLOO%UDQFK)RUPDWLRQ
&RQJDUHH)RUPDWLRQ
6QDSS)RUPDWLRQ
%ODFN0LQJR)RUPDWLRQ
6WHHO&UHHN)RUPDWLRQ
- DLOODUG%ODFN&UHHN)RUPDWLRQ
3LR1RQR)RUPDWLRQ
&DSH)HDU)RUPDWLRQ
'XQEDUWRQ7ULDVVLF 6KHDU:DYH9HORFLW\\9VIWVHF
'HSWKIHHW
2.5-456 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-379 Shear Wave Velocity Profile ESP and COL Soil Columns Shear Wave Velocity, fps Backfill Blue Bluff Marl Still Branch Congaree Snapp Black Mingo Steel Creek Gaillard Pio Nono Cape Fear Triassic Basin Depth, ft 3000 2500 2000 0
1000 500 1500 0
300 200 100 600 500 400 900 800 700 1200 1100 1000 Clay Layer within Lower Sands LOWER SANDS ESP Soil Column COL Soil Column
2.5-457 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-380 Rock shear-wave velocities for three SRS sites [DRB] (SRS 2005) and B-1003 [Figure 2.5.4-6]. The DRB data has been shifted in depth so that the depth to top of rock is consistent with B-1003.
Deep Boring Shear-Wave Velocities 1000 1500 2000 2500 3000 0
2000 4000 6000 8000 10000 12000 Shear Wave Velocity (ft/s)
Depth (feet)
DRB-9 {shifted}
DRB-10 {shifted}
DRB-11 {shifted}
B-1003
2.5-458 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-381 Shear Modulus Reduction Curves for SHAKE Analysis - EPRI Curves 0
0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1
0.0001 0.001 0.01 0.1 1
Cyclic Shear Strain (%)
G/Gmax 0-20ft 20-50ft 50-86ft 86-149ft (BBM) 149-216ft 216-500ft 500-1000ft
2.5-459 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-382 Site-Specific Shear Modulus Reduction Curves 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 0.0001 0.001 0.01 0.1 1
Shearing Strain (%)
Normalized Shear Modulus, G/G max Backfill, <25ft Backfill, >25ft Lower Sands, sands Lower Sands, clay BBM, Low PI BBM, High PI
2.5-460 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-383 Shear Modulus Reduction Curves for SHAKE Analysis - SRS Curves 0
0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1
0.0001 0.001 0.01 0.1 1
Cyclic Shear Strain (%)
G/Gmax Blue Bluff Marl Shallow Sand (<300 ft)
Deep Sand (>300 ft)
2.5-461 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-384 Damping Ratio Curves for SHAKE Analysis - EPRI Curves 0
5 10 15 20 25 30 0.0001 0.001 0.01 0.1 1
Cyclic Shear Strain (%)
Damping Ratio (%)
0-20ft 20-50ft 50-83ft 86-149ft (BBM) 149-216ft 216-500ft 500-1000ft
2.5-462 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-385 Site-Specific Damping Ratio Curves 0
5 10 15 20 25 0.0001 0.001 0.01 0.1 1
Shearing Strain (%)
Damping, D (%)
Backfill, <25ft Backfill, >25ft Lower Sands, sands Lower Sands, clay BBM, Low PI BBM, High PI Backfill, > 25ft and Lower Sands, sands Damping Curves
2.5-463 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-386 Damping Ratio Curves for SHAKE Analysis - SRS Curves 0
5 10 15 20 25 30 35 0.0001 0.001 0.01 0.1 1
Cyclic Shear Strain (%)
Damping Ratio (%)
Blue Bluff Marl Shallow Sand (<300 ft)
Deep Sand (>300 ft)
2.5-464 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-387 Allowable Bearing Capacity of Typical Foundation 0
10 20 30 40 50 60 0
10 20 30 40 50 60 70 80 Foundation Width (ft)
Allowable Bearing Pressure (ksf)
Square foundations (4-ft deep)
Rectangular foundations (4-ft deep)
These static allowable bearing pressures do not take foundation settlements into consideration.
2.5-465 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-388 Power Block Excavation and Switchyard Borrow Area N
E 9,000 E 8,000 E 7,000 E 6,000 N 9,000 N 8,000 N 7,000 SPOILS FILL AREA RETAINING WALL NEW RAILROAD TO EXISTING PLANT SWITCHYARD BORROW AREA TOE OF SLOPE UNIT 4 TOE OF SLOPE TOE OF SLOPE TOE OF SLOPE B
B A
TOE OF SLOPE TOE OF SLOPE TOE OF SLOPE TOE OF SLOPE UNIT 3 A
RETAINING WALL EXISTING DRAINAGE DITCH
2.5-466 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-389 Power Block Excavation Sections 528*+ *5$'(
,16,7862,/
(1*,1((5('
- 5$18/$5%$&.),//
&217$,10(176+,(/'
%8,/',1*
$8;,/,$5<%8,/',1*
5(7$,1,1*:$//
$11(;%8,/',1*
&$7(*25<
%$&.),//
%/8(%/8))0$5/
08'0$7
&$7(*25<
%$&.),//
6(&7,21 5(7$,1,1*:$//
(1*,1((5('
- 5$18/$5
%$&.),//
&$7(*25<
%$&.),//
(/+/-
(/+/-
&217$,10(176+,(/'
%8,/',1*
&$7(*25<
%$&.),//
5$':$67(%8,/',1*
&$7(*25<%$&.),//
(1*,1((5('
- 5$18/$5
%$&.),//
$8;,/,$5<%8,/',1*
5(7$,1,1*:$//
785%,1(
%8,/',1*
(1*,1((5('
- 5$18/$5
%$&.),//
,16,7862,/
5(7$,1,1*:$//
&$7(*25<
%$&.),//
6(&7,21
(/+/-
(/+/-
528*+
- 5$'(
%/8(%/8))0$5/
08'0$7
(/(9$7,21 )7
(/(9$7,21 )7
2.5-467 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-390 Nuclear Island Temporary Retaining Wall WATERPROOF MEMBRANE NUCLEAR ISLAND CONCRETE WALL + FLOOR MUD MAT WATERPROOF MEMBRANE MUD MAT 12" WIDE, 6" THICK CONCRETE (UN-REINFORCED)
PRECAST CONCRETE FACING PANELS (TYPICAL)
TYPICAL MSE WALL (REINFORCED EARTH STRUCTURE)
ENGINEERED GRANULAR BACKFILL PRECAST CONCRETE FACING PANELS (TYPICAL)
CATEGORY 2 BACKFILL CATEGORY 1 BACKFILL IN SITU SOIL TYPICAL SECTION NOT TO SCALE TYPICAL ELEVATION VIEW EL. 220 EL. 220 EL. 180 EL. 130 EL. 180 2
1
2.5-468 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-391 Distribution of SPT N60-Value with Elevation (COL)
-200
-150
-100
-50 0
50 100 150 200 250 0
10 20 30 40 50 60 70 80 90 100 SPT N60-Value (blows/ft)
Elevation (ft)
Upper Sand Blue Bluff Marl Lower Sand
2.5-469 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-392 Comparison of Shear Modulus Reduction Curves - Backfill Soils 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 0.0001 0.001 0.01 0.1 1
Shearing Strain (%)
Normalized Shear Modulus, G/G max COL Column, <25ft COL Column, 25ft ESP Column, EPRI Model, 0-20 ft ESP Column, EPRI Model, 20-50 ft ESP Column, EPRI Model, 50-86 ft COL < 25 ft and ESP 20-50 ft
- 1. COL Soil Column based on site specific data
- 2. Depths represent depth below top of stratum
2.5-470 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-393 Comparison of Shear Modulus Reduction Curves - Blue Bluff Marl 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 0.0001 0.001 0.01 0.1 1
Shearing Strain (%)
Normalized Shear Modulus, G/G max COL Column, Low PI COL Column, High PI ESP Column - EPRI Model ESP Column - SRS Model COL Soil Column based on site specific data
2.5-471 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-394 Comparison of Shear Modulus Reduction Curves - Lower Sands 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 0.0001 0.001 0.01 0.1 1
Shearing Strain (%)
Normalized Shear Modulus, G/G max COL Column, sands COL Column, clay ESP Column, EPRI Model, 149-216 ft ESP Column, EPRI Model, 216-500 ft ESP Column, EPRI Model, 500-1000 ft ESP Column, SRS Model, < 300 ft ESP Column, SRS Model, > 300 ft COL Clay and ESP 216-500 ft COL Sand and ESP 500-1000 ft
- 1. COL Soil Column based on site specific data
- 2. Depths represent depth below top of stratum
2.5-472 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-395 Comparison of Damping Ratio Curves - Backfill Soils 0
5 10 15 20 25 0.0001 0.001 0.01 0.1 1
Shearing Strain (%)
Damping, D (%)
COL Column, <25 ft COL Column, 25 ft ESP Column, EPRI Model, 0-20 ft ESP Column, EPRI Model, 20-50 ft ESP Column, EPRI Model 50-86 ft
- 1. COL Soil Column based on site specific data.
- 2. Depths represent depth below top of stratum.
- 3. For radomization purpose, damping was truncated at 15%.
2.5-473 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-396 Comparison of Damping Ratio Curves - Blue Bluff Marl 0
5 10 15 20 25 0.0001 0.001 0.01 0.1 1
Shearing Strain (%)
Damping, D (%)
COL Column, Low PI COL Column, High PI ESP Column, EPRI Model ESP Column, SRS Model
- 1. COL Soil Column based on site specific data.
- 2. For radomization purpose, damping was truncated at 15%
2.5-474 Revision 5 VEGP 3&4 - UFSAR Figure 2.5-397 Comparison of Damping Ratio Curves - Lower Sands 0
5 10 15 20 25 0.0001 0.001 0.01 0.1 1
Shearing Strain (%)
Damping, D (%)
COL Column, sands COL Column, clay ESP Column, EPRI Model, 149-216 ft ESP Column, EPRI Model 216-500 ft ESP Column, EPRI Model, 500-1000 ft ESP Column, SRS Model, <300 ft ESP Column, SRS Model, >300 ft
- 1. COL Soil Column based on site specific data.
- 2. Depths represent depth below top of stratum.
- 3. For radomization purpose, damping was truncated at 15%.