ML12307A086
| ML12307A086 | |
| Person / Time | |
|---|---|
| Site: | Summer  |
| Issue date: | 04/30/2012 |
| From: | KLD Engineering, PC |
| To: | Office of Nuclear Reactor Regulation, South Carolina Electric & Gas Co |
| References | |
| Download: ML12307A086 (94) | |
Text
Table K-1. Evacuation Roadway Network Characteristics 2 1 87 Rt 215 collector 1502 1 120 1700 55 21 3 2 126 1Rt 34 collector 2206 1 12 0 1700 55 8 4 3 33 Rt 213 collector 2034 1 12 0 1700 45 21 5 4 5 Rt 215 collector 1538 1 12 0 1700 55 21 6 4 6 Rt 215 collector 1786 1 12 0 1700 50 21 7 5 1 Rt 215 collector 5632 1 12 0 1700 55 21 8 6 7 Rt 215 collector 4286 1 12 0 1700 50 21 9 7 8 Rt 215 collector 3734 1 12 0 1700 50 29 10 8 14 Rt 215 collector 773 1 12 0 1700 45 29 11 8 168 Rt 213 collector 2361 1 12 2 1700 65 29 12 9 4 Bradham Blvd collector 1256 1 12 0 1700 50 21 13 10 9 Bradham Blvd collector 1186 1 12 0 1700 45 21 14 11 10 Bradham Blvd collector 1928 1 12 0 1700 45 20 15 12 11 Bradham Blvd collector 2158 1 12 0 1700 45 20 16 13 12 Bradham Blvd collector 1810 1 12 0 1700 45 20 S Lake Access minor 17 13 832 Rd arterial 1891 2 12 0 1900 40 20 18 14 15 Rt 215 collector 3193 1 12 0 1700 45 29 19 15 16 Rt 215 collector 5461 1 12 0 1700 55 29 20 16 17 Rt 215 collector 2010 1 12 0 1750 60 29 21 17 18 Rt 215 collector 2177 1 12 0 1700 60 29 22 18 19 Rt 215 collector 1491 1 12 0 1700 60 29 23 19 20 Rt 215 collector 6068 1 12 0 1700 60 29 Virgil C. Summer Nuclear Station K-52 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 2
0 24 20 21 Rt 215 collector 4779 1 120 1700 60 29 25 21 22 Rt 215 collector 4009 1 12 0 1700 60 29 26 22 23 Rt 215 collector 8291 1 12 0 1700 60 30 27 23 24 Rt 215 collector 7098 1 12 0 1700 55 36 28 24 25 Rt 215 collector 8172 1 12 0 1700 60 36 29 25 27 Rt 215 collector 3235 1 12 0 1700 60 36 30 26 27 Rt 269 collector 1549 1 12 0 1700 55 37 31 26 85 Rt 269 collector 3072 1 12 0 1700 60 37 32 27 26 Rt 269 collector 1549 1 12 0 1700 55 37 33 27 28 Rt 215 collector 2428 1 12 0 1700 60 37 34 28 29 Rt 215 collector 6876 1 12 0 1700 60 37 35 29 30 Rt 215 collector 2159 1 12 0 1700 55 37 36 30 31 Rt 215 collector 1723 1 12 0 1700 55 37 37 31 32 Rt 215 collector 1780 1 12 0 1700 55 37 38 33 34 Rt 213 collector 5185 1 12 0 1700 60 21 39 34 35 Rt 213 collector 3862 1 12 0 1700 60 21 40 35 36 Rt 213 collector 2184 1 12 0 1700 60 21 41 35 803 SR S-20-48 collector 5255 1 12 0 1700 55 21 42 36 37 Rt 213 collector 2363 1 12 0 1700 55 21 43 37 38 Rt 213 collector 1281 1 12 0 1700 45 21 44 38 39 Rt 213 collector 949 1 12 0 1700 45 21 45 39 40 Rt 213 collector 1339 1 12 0 1700 45 21 46 40 41 Rt 213 collector 2106 1 12 0 1700 45 21 47 41 42 Rt 213 collector 1991 1 12 01 1700 45 21 48 42 43 Rt 213 collector 4038 1 12 0 17001 60 21 Virgil C. Summer Nuclear Station K-53 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 2
50 44 45 Rt 213 collector 4696 1 12 0 1700 60 15 51 45 46 Rt 213 collector 4221 1 12 0 1700 60 15 52 46 47 Rt 213 collector 4210 1 12 0 1700 55 15 53 47 48 Route 213 collector 3262 1 12 0 1700 60 15 Kincaid Bridge 54 47 804 Rd collector 5343 1 12 1 1700 55 15 55 48 49 Route 213 collector 1827 1 12 0 1700 60 15 56 49 50 Route 213 collector 4745 1 12 0 1700 60 15 57 50 51 Route 213 collector 4980 1 12 0 1700 60 16 58 51 52 Route 213 collector 1177 1 12 0 1700 60 23 59 52 53 Route 213 collector 951 1 12 0 1700 60 23 60 53 54 Route 213 collector 1410 1 12 0 1700 60 16 61 54 55 Route 213 collector 2781 1 12 0 1700 60 16 62 1 55s1 56l1Route 213 collector I 21411. 1 121 01 1700 1 60 1 23 63 56 57 Route 213 collector 3789 1 12 0 1750 40 16 minor 64 57 58 US 321 arterial 1006 2 12 1 1900 55 16 minor 65 57 450 US 321 arterial 935 2 12 0 1900 45 16 minor 66 57 452 US 321 BUS arterial 210 2 12 0 1575 35 16 minor 67 58 57 US 321 arterial 1006 2 12 1 1750 45 16 68 58 59 Rt 34 collector 329 1 12 0 1700 50 23 minor 69 58 62 US 321 arterial 556 2 12 1 1900 55 23 Virgil C.Summer Nuclear Station K-54 KILD Engineering, P.C.
Evacuation Time Estimate Rev. 2
70 59 60 Rt 34 collector 2491 1 121 1700 60 23 71 60 61 Rt 34 collector 9830 1 12 1 1700 60 23 minor 72 62 58 US 321 arterial 556 2 12 1 1900 55 23 minor 73 62 63 US 321 arterial 4679 2 12 1 1900 60 23 minor 74 63 62 US 321 arterial 4679 2 12 1 1900 55 23 minor 75 63 64 US 321 arterial 1072 2 12 1 1750 60 23 minor 76 64 63 US 321 arterial 1072 2 12 1 1900 60 23 minor 77 64 65 US 321 arterial 3948 2 12 0 1900 55 23 78 64 72 Rt 269 collector 2959 1 12 0 1700 55 23 minor 79 65 64 US 321 arterial 3948 2 12 0 1750 60 23 80 65 66 US 321 collector 3273 1 12 0 1700 65 23 81 66 65 US 321 collector 3273 1 12 0 1700 65 23 82 66 67 US 321 collector 4084 1 12 0 1700 60 23 83 67 66 US 321 collector 4084 1 12 0 1700 60 23 84 67 68 US 321 collector 7402 1 12 0 1700 60 23 85 68 67 US 321 collector 7402 1 12 0 1700 55 23 86 68 69 US 321 collector 4599 1 12 0 1700 60 31 87 69 68 US 321 collector 4599 1 12 0 1700 60 31 88 69 805 US 321 collector 5404 1 12 0 1700 60 31 89 70 71 US 321 collector 7456 1 12 0 1700 60 31 Virgil C. Summer Nuclear Station K-55 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 2
90 70 805 US 321 collector 4683 1 12 0 1700 60 31 91 71 70 US 321 collector 7456 1 12 0 1700 60 31 92 71 664 US 321 collector 5614 1 12 0 1700 60 31 93 72 64 Rt 269 collector 2959 1 12 0 1750 45 23 94 72 73 Rt 269 collector 2247 1 12 0 1700 55 23 95 73 72 Rt 269 collector 2247 1 12 0 1700 55 23 96 73 74 Rt 269 collector 3530 1 12 0 1700 55 23 97 74 73 Rt 269 collector 3530 1 12 0 1700 55 23 98 74 75 Rt 269 collector 2097 1 12 0 1700 55 23 99 75 74 Rt 269 collector 2097 1 12 0 1700 55 23 100 75 652 Rt 269 collector 1813 1 12 0 1700 55 23 101 76 77 Rt 269 collector 4886 1 12 0 1700 55 23 102 76 652 Rt 269 collector 3933 1 12 0 1700 55 23 103 77 76 Rt 269 collector 4886 1 12 0 1700 55 23 104 77 86 Rt 269 collector 4173 1 12 0 1700 55 22 105 78 79 Rt 269 collector 3825 1 12 0 1700 55 30 106 78 86 Rt 269 collector 4073 1 12 0 1700 55 22 107 79 78 Rt 269 collector 3825 1 12 0 1700 55 30 108 79 80 Rt 269 collector 3938 1 12 0 1700 60 30 109 80 79 Rt 269 collector 3938 1 12 0 1700 55 30 110 80 81 Rt 269 collector 3809 1 12 0 1700 60 30 111 81 80 Rt 269 collector 3809 1 12 0 1700 60 30 112 81 82 Rt 269 collector 6429 1 12 0 1700 60 30 113 82 81 Rt 269 collector 6429 1 12 0 1700 60 30 114 82 83 Rt 269 collector 1024 1 12 0 1700 60 30 Rev. 2 Virgil C. Summer Nuclear Station K-56 KLD Engineering, P.C.
Evacuation Time Estimate Evacuation Time Estimate Rev. 2
115 83 82 Rt 269 collector 1024 1 120 1700 60 30 116 83 84 Rt 269 collector 5460 1 12 0 1700 60 30 117 84 83 Rt 269 collector 5460 1 12 0 1700 60 30 118 84 655 Rt 269 collector 1262 1 12 0 1700 60 37 119 85 26 Rt 269 collector 3072 1 12 0 1700 60 37 120 85 655 Rt 269 collector 2809 1 12 0 1700 60 37 121 86 77 Rt 269 collector 4173 1 12 0 1700 55 22 122 86 78 Rt 269 collector 4073 1 12 0 1700 55 22 123 87 88 Rt 215 collector 4923 1 12 0 1700 55 21 124 88 89 Rt 215 collector 4294 1 12 0 1700 55 21 125 89 90 Rt 215 collector 1561 1 12 0 1700 55 21 126 90 91 Rt 215 collector 3591 1 12 0 1700 55 14 127 91 92 Rt 215 collector 2400 1 12 0 1700 50 14 128 92 93 Rt 215 collector 2926 1 12 0 1700 55 14 129 93 94 Rt 215 collector 2468 1 12 0 1700 55 14 130 94 95 Rt 215 collector 8912 1 12 0 1700 45 14 131 95 96 Rt 215 collector 2065 1 12 0 1700 45 14 132 96 97 Rt 215 collector 2278 1 12 0 1700 55 14 133 97 98 Rt 215 collector 2276 1 12 0 1700 55 7 134 98 99 Rt 215 collector 2814 1 12 0 1700 55 7 135 99 112 Rt 215 collector 912 1 12 0 1700 60 7 136 99 114 Rt 34 collector 939 1 10 0 1700 55 7 137 99 143 Rt 34 collector 494 1 12 0 1700 55 7 138 100 101 Rt 215 collector 1361 1 12 0 1700 60 7 139 101 102 Rt 215 collector 2893 1 12 0 1700 50 6 Virgil C. Summer Nuclear Station K-57 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 2
140 102 924 Rt 215 collector 1265 1 12 0 1700 60 6 141 103 104 Rt 215 collector 3257 1 12 0 1700 60 6 142 104 105 Rt 215 collector 3451 1 12 0 1700 60 6 143 105 106 Rt 215 collector 3239 1 12 0 1700 60 2 144 106 107 Rt 215 collector 3783 1 12 0 1700 60 2 145 107 108 Rt 215 collector 3435 1 12 0 1700 60 2 146 108 109 Rt 215 collector 3797 1 12 0 1700 60 2 147 109 110 Rt 215 collector 1003 1 12 0 1700 60 2 148 110 113 Rt 215 collector 1385 1 12 0 1700 60 2 149 112 100 Rt 215 collector 4617 1 12 0 1700 60 7 150 113 111 Rt 215 collector 1797 1 12 0 1700 60 2 151 114 115 Rt 34 collector 3226 1 10 0 1700 55 7 152 115 116 Rt 34 collector 3043 1 12 0 1700 55 7 153 116 117 Rt 34 collector 835 1 12 0 1700 55 7 154 117 118 Rt 34 collector 1836 1 12 0 1700 55 7 155 118 119 Rt 34 collector 926 1 12 0 1700 55 7 156 119 120 Rt 34 collector 7770 1 12 0 1700 55 7 157 120 121 Rt 34 collector 3001 1 12 0 1700 55 14 158 121 122 Rt 34 collector 1900 1 12 0 1700 55 14 159 122 123 Rt 34 collector 1654 1 12 0 1700 55 14 160 123 124 Rt 34 collector 2189 1 12 0 1700 55 14 161 124 125 Rt 34 collector 1679 1 12 0 1700 55 15 162 125 21 Rt 34 collector 23601 1 12 0 1700 55 15 163 126 1421 Rt 34 collector 3117 1 1 12 0 1700 55 8 1641 127] 128 Rt 34 1collector 16111 11 12] 0o 17001 551 8 Virgil C. Summer Nuclear Station K-58 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 2
165 128 129 Rt 34 collector 1393 1 120 1700 60 8 166 129 130 Rt 34 collector 1577 1 12 0 1700 65 8 167 129 557 SR S-20-38 collector 1991 1 12 0 1700 45 8 168 130 131 Rt 34 collector 3322 1 12 0 1700 60 8 169 131 132 Rt 34 collector 1987 1 12 0 1700 60 15 170 132 133 Rt 34 collector 1626 1 12 0 1700 60 15 171 133 134 Rt 34 collector 1898 1 12 0 1700 60 15 172 134 135 Rt 34 collector 2168 1 12 0 1700 50 16 173 135 136 Rt 34 collector 4774 1 12 0 1700 55 16 174 136 137 Rt 34 collector 2457 1 12 0 1700 40 16 175 137 138 Rt 34 collector 3247 1 12 0 1750 45 16 176 138 139 Route 200 collector 2749 1 12 0 1700 45 16 177 138 451 US 321 collector 5077 1 12 0 1700 45 16 178 138 463 US 321 collector 4075 1 12 0 1700 45 16 179 139 140 Route 200 collector 1021 1 12 0 1700 45 16 180 140 141 Route 200 collector 4684 1 12 0 1700 55 16 minor 181 140 462 US321BUS arterial 724 2 12 0 1900 45 16 182 140 464 US 321BUS collector 1882 1 12 0 1700 60 16 183 142 127 Rt 34 collector 3628 1 12 0 1700 55 8 184 143 144 Rt 34 collector 1436 1 12 0 1700 55 6 185 144 145 Rt 34 collector 814 1 12 0 1700 55 6 186 145 146 Rt 34 collector 953 1 12 0 1700 55 6 187 146 147 Rt 34 collector 3506 1 12 0 1700 60 6 188 147 148 Rt 34 collector 2391 1 12 0 1700 60 6 189 148 149 Rt 34 collector 4532 1 12 0 1700 60 6 Virgil C. Summer Nuclear Station K-59 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 2
190 149 150 Rt 34 collector 2665 1 12 0 1700 60 6 191 150 151 Rt 34 collector 3069 1 12 0 1700 60 6 192 151 152 Rt 34 collector 2127 1 12 0 1700 60 6 193 152 153 Rt 34 collector 3182 1 12 0 1700 60 13 194 153 154 Rt 34 collector 1133 1 12 0 1700 60 13 195 154 155 Rt 34 collector 3863 1 12 0 1700 60 13 196 155 156 Rt 34 collector 5407 1 12 0 1700 60 12 197 156 157 Rt 34 collector 3118 1 12 6 1700 60 12 198 157 158 Rt 34 collector 4040 1 12 0 1700 60 12 199 158 159 Rt 34 collector 627 1 12 0 1750 60 12 200 159 160 Rt 34 collector 8837 1 12 0 1700 60 12 Mt. Pleasant 201 159 402 Rd collector 3914 1 11 0 1700 50 12 202 160 161 Rt 34 collector 3222 1 12 0 1700 60 12 203 161 545 Rt 34 collector 1961 1 12 0 1700 60 12 204 162 163 Rt 34 collector 5077 1 12 0 1700 60 11 205 163 164 Rt 34 collector 1449 1 12 0 1700 60 11 206 164 165 Rt 34 collector 3936 1 12 0 1700 60 11 207 165 166 Rt 34 collector 3738 1 12 0 1700 60 11 208 166 167 Rt 34 collector 2503 1 12 0 1750 60 11 209 167 312 US 176 collector 2094 1 12 0 1700 60 18 210 167 352 Rt 34 collector 4941 1 12 0 1700 55 18 211 167 396 US 176 collector 3267 1 12 0 1700 65 11 212 168 8 Rt 213 collector 2361 1 12 2 1750 45 29 213 168 169 Rt 213 collector 2724 1 12 2 1750 65 28 214 169 168 Rt 213 collector 2723 1 12 2 1700 65 28 Virgil C. Summer Nuclear Station K-60 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 2
215 169 170 Rt 213 collector 2104 1 12 2 1700 65 28 216 170 171 Rt 213 collector 1897 1 12 2 1700 65 28 217 171 172 Rt 213 collector 7826 1 12 2 1750 40 28 218 172 173 Rt 213 collector 4137 1 12 1 1700 60 28 219 173 174 Rt 213 collector 4802 1 12 1 1700 60 28 220 174 175 Rt 213 collector 1945 1 12 0 1750 55 28 221 175 192 US 176 collector 6665 1 12 0 1700 55 27 222 175 197 US 176 collector 3076 1 12 0 1700 60 28 223 176 172 CR S-36-28 collector 1957 1 10 0 1750 45 28 224 177 176 CR 5-36-28 collector 5808 1 10 0 1700 55 28 225 178 177 CR S-36-28 collector 1368 1 10 0 1700 55 28 226 179 180 CR S-36-28 collector 1605 1 10 0 1700 55 20 227 180 181 CR S-36-28 collector 1300 1 10 0 1700 55 20 228 181 182 CR S-36-28 collector 1831 1 10 0 1700 55 20 229 182 183 CR S-36-28 collector 4580 1 10 0 1700 55 20 230 183 184 CR S-36-28 collector 4414 1 10 0 1700 55 20 231 184 185 CR S-36-28 collector 2325 1 10 0 1700 55 20 232 185 186 CR S-36-28 collector 7024 1 10 0 1700 55 19 233 186 187 CR S-36-28 collector 4319 1 10 0 1700 55 12 234 187 188 CR S-36-28 collector 8273 1 10 0 1700 55 12 235 188 159 CR S-36-28 collector 7032 1 10 0 1750 55 12 236 189 172 CR S-36-28 collector 1706 1 12 0 1750 45 28 237 190 178 CR S-36-28 collector 3061 1 10 0 1700 55 28 238 190 179 CR S-36-28 collector 2156 1 10 0 1700 55 28 239 191 190 Peak Rd collector 1463 1 12 0 1700 40 28 Rev. 2 Virgil C. Summer Nuclear Station K-61 KLD Engineering, P.C.
Evacuation Time Estimate Evacuation Time Estimate Rev. 2
240 192 175 US 176 collector 6665 1 12 0 1750 55 27 241 192 193 US 176 collector 2941 1 12 0 1700 55 27 242 193 192 US 176 collector 2942 1 12 0 1700 55 27 243 193 194 US 176 collector 2275 1 12 0 1700 55 27 244 194 193 US 176 collector 2277 1 12 0 1700 55 27 245 194 195 US 176 collector 5602 1 12 0 1700 60 27 246 194 279 Rt 202 collector 3706 1 12 0 1700 60 27 247 195 194 US 176 collector 5602 1 12 0 1700 55 27 248 195 196 US 176 collector 2673 1 12 1 1700 60 27 249 196 195 US 176 collector 2673 1 12 1 1700 60 27 250 196 306 Rt 773 collector 506 1 12 0 1700 50 27 251 196 307 US 176 collector 2406 1 12 1 1700 60 27 252 197 175 US 176 collector 3076 1 12 0 1750 55 28 253 197 198 US 176 collector 3023 1 12 0 1700 60 28 254 198 197 US 176 collector 3023 1 12 0 1700 60 28 255 198 199 US 176 collector 3554 1 12 0 1700 60 28 256 199 198 US 176 collector 3554 1 12 0 1700 60 28 257 199 200 US 176 collector 1950 1 12 0 1700 60 28 258 200 199 US 176 collector 1950 1 12 0 1700 60 28 259 200 201 US 176 collector 1192 1 12 0 1750 60 28 260 201 200 US 176 collector 1192 1 12 0 1700 60 28 261 201 202 US 176 collector 8027 1 12 0 1700 55 34 Holy Trinity 262 201 262 Church Rd collector 1335 1 12 0 1700 55 34 263 202 201 US 176 collector 8027 1 12 0 1750 60 34 264 202 203 mvw US 176 collector 2176 1 12
_B 0 1700 55
- v 34 v ,
Virgil C. Summer Nuclear Station K-62 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 2
265 203 202 US 176 collector 2178 1 12 0 1700 55 34 266 203 204 US 176 collector 2603 1 12 0 1700 55 34 267 204 203 US 176 collector 2604 1 12 0 1700 55 34 268 204 205 US 176 collector 1875 1 12 0 1700 55 34 269 205 204 US 176 collector 1878 1 12 0 1700 55 34 270 205 206 US 176 collector 4302 1 12 0 1700 55 34 271 206 205 US 176 collector 4299 1 12 0 1700 55 34 272 206 207 US 176 collector 2659 1 12 0 1700 55 34 273 207 206 US 176 collector 2659 1 12 0 1700 55 34 274 207 208 US 176 collector 2750 1 12 0 1700 55 35 275 208 207 US 176 collector 2745 1 12 0 1700 55 35 276 208 209 US 176 collector 3854 1 12 0 1700 55 35 277 209 208 US 176 collector 3854 1 12 0 1700 55 35 278 209 210 US 176 collector 2826 1 12 0 1700 45 35 279 209 268 SR S-40-39 collector 1942 1 12 1 1700 45 35 280 210 209 US 176 collector 2826 1 12 0 1700 45 35 281 210 605 US 176 collector 2520 1 12 0 1700 45 35 282 211 212 US 176 collector 3226 1 12 0 1700 45 35 283 211 605 US 176 collector 1706 1 12 0 1700 45 35 284 212 211 US 176 collector 3226 1 12 0 1700 45 35 285 212 213 US 176 collector 4532 1 12 0 1750 45 35 286 213 212 US 176 collector 4532 1 12 0 1700 45 35 287 213 382 US 176 collector 1907 1 12 0 1700 55 35 288 214 215 US 176 collector 1596 1 12 0 1700 45 43 289 214 382 US 176 collector 597 1 12 0 1700 55 35 Virgil C. Summer Nuclear Station K-63 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 2
0 1-26 on-ramp local 292 215 380 to US176 roadway 507 1 12 8 1350 30 43 1-26 on-ramp local 293 294 215 216 865 382 US US176 to 176 collector roadway 1561 207 11 120 12 8 1700 1350 45 30 43 43 295 215 865 US 176 collector 1526 1 12 0 1700 45 43 296 217 216 US 176 collector 2108 1 12 0 1700 55 43 297 217 865 US 176 collector 1810 1 12 0 1700 45 43 298 295 218 216 212 8652 US US 176 176 collector collector 2108 11 12 00 1700 55 43 4520 12 1700 45 43 296 217 262 US 176 collector 21543 1 12 0 1700 55 43 299 218 852 US 76 collector 1812 1 12 1 1700 50 43 300 218 936 US 76 collector 738 1 12 4 1700 50 46 301 219 220 US 76 collector 1089 1 12 1 1700 45 43 302 219 852 US 76 collector 1652 1 12 1 1700 50 43 303 220 219 US 76 collector 1089 1 12 1 1700 45 43 minor 3041 2201 2211 US 76 1arterial 1 15231 21 121 11 17501 451 43 minor 305 221 220 US 76 arterial 1523 2 12 1 1900 45 43 minor 306 221 222 US 76 arterial 1075 2 12 1 1750 40 43 307 221 389 Rt 6 collector 1513 1 12 0 1700 45 43 minor 308 222 221 US 76 arterial 1075 2 12 1 1750 45 43 minor 309 222 821 US 76 arterial 2188 2 12 1 1900 40 43 Virgil C. Summer Nuclear Station K-64 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 2
minor 310 223 821 US 76 arterial 1708 2 12 2 1900 40 43 minor 311 223 854 US 76 arterial 602 2 12 2 1900 45 43 312 224 225 US 76 collector 3253 1 12 2 1750 45 42 313 224 717 US 76 collector 822 1 12 2 1700 45 42 314 225 224 US 76 collector 3253 1 12 2 1700 45 42 315 225 226 US 76 collector 2692 1 12 2 1750 55 42 316 226 225 US 76 collector 2688 1 12 2 1750 45 42 317 226 227 US 76 collector 4246 1 12 2 1700 60 42 318 227 226 US 76 collector 4247 1 12 1 1750 55 42 319 227 686 US 76 collector 3054 1 12 1 1750 60 41 320 228 229 US 76 collector 3234 1 12 1 1700 60 41 321 228 686 US 76 collector 2477 1 12 1 1750 60 41 322 229 228 US 76 collector 3238 1 12 1 1700 60 41 323 229 230 US 76 collector 3015 1 12 0 1750 60 34 324 230 229 US 76 collector 3015 1 12 0 1700 60 34 325 230 231 US 76 collector 4841 1 12 0 1700 55 34 326 231 230 US 76 collector 4841 1 12 0 1750 60 34 327 231 232 US 76 collector 3056 1 12 0 1700 45 34 328 232 231 US 76 collector 3056 1 12 0 1700 55 34 329 232 855 US 76 collector 861 1 12 0 1700 45 34 330 233 684 US 76 collector 1377 1 12 0 1750 55 34 331 233 855 US 76 collector 351 1 12 0 1700 45 34 332 234 684 US 76 collector 1375 1 12 0 1750 55 34 333 234 857 US 76 collector 950 1 0 1700 50 34 Virgil C. Summer Nuclear Station K-65 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 2
334 23S 236 US 76 collector 6981 1 124 1700 60 33 335 235 857 US 76 collector 4738 1 12 0 1700 50 34 336 236 235 US 76 collector 6981 1 12 4 1700 55 33 337 236 237 US 76 collector 4406 1 12 0 1700 50 33 338 237 236 US 76 collector 4406 1 12 0 1700 60 33 339 237 238 US 76 collector 1792 1 12 1 1700 50 33 340 238 237 US 76 collector 1794 1 12 1 1700 50 33 341 238 932 US 76 collector 2203 1 12 1 1700 50 33 342 239 284 Rt 202 collector 3450 1 12 0 1700 45 33 343 239 767 US 76 collector 2908 1 12 1 1700 45 33 344 239 932 US 76 collector 330 1 12 0 1700 50 33 345 240 241 US 76 collector 8378 1 12 1 1700 55 33 346 240 767 US 76 collector 1217 1 12 1 1700 45 33 347 241 240 US 76 collector 8378 1 12 1 1700 55 33 348 241 775 US 76 collector 978 1 12 1 1700 55 33 349 242 775 US 76 collector 2803 1 12 1 1700 55 32 350 242 858 US 76 collector 5070 1 12 1 1750 55 32 351 243 2441 US 76 1collector 1 2909 1 1 10l 0o1 17001 551 26 352 243 311 Rt 773 collector 1163 1 12 0 1700 50 26 353 243 858 US 76 collector 2133 1 12 1 1750 55 26 354 244 243 US 76 collector 2909 1 10 0 1750 55 26 355 244 245 US 76 collector 2018 1 12 0 1700 50 26 356 245 244 US 76 collector 2018 1 12 0 1700 50 26 357 245 861 US 76 collector 5181 1 12 0 1700 40 26 358 246 247 US 76 collector 2007 1 12 0 1700 40 32 Virgil C. Summer Nuclear Station K-66 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 2
359 246 860 US 76 collector 1254 1 12 0 1350 30 32 360 247 246 US 76 collector 2006 1 12 0 1700 40 32 361 247 248 US 76 collector 2544 1 12 0 1700 45 25 362 248 247 US 76 collector 2545 1 12 0 1700 40 25 363 248 249 US 76 collector 3202 1 12 0 1700 50 25 364 248 928 Rt 391 collector 1178 1 16 0 1575 35 25 365 249 248 US 76 collector 3202 1 12 0 1900 45 25 minor 366 249 250 US 76 arterial 2462 2 12 0 1900 50 25 minor 367 250 249 US 76 arterial 2462 2 12 0 1900 50 25 minor 368 250 251 US 76 arterial 2203 2 12 0 1900 60 25 minor 369 251 250 US 76 arterial 2203 2 12 0 1900 50 25 minor 370 251 252 US 76 arterial 5286 2 12 0 1900 60 25 minor 371 252 251 US 76 arterial 5286 2 12 0 1900 60 25 minor 372 252 351 US 76 arterial 3162 2 12 0 1900 60 25 local 373 254 255 Rt 391 roadway 426 1 12 0 675 15 32 local 374 254 927 Rt 391 roadway 1353 1 12 0 675 15 32 375 255 256 Rt 391 collector 1968 1 12 0 1575 35 32 376 256 257 Rt 391 collector 2325 1 12 0 1700 40 32 377 257 258 Rt 391 collector 2571 1 12 0 1700 40 32 Virgil C. Summer Nuclear Station K-67 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 2
378 258 259 Rt 391 collector 1362 1 120 1700 50 32 379 259 260 Rt 391 collector 1297 1 12 0 1700 55 32 380 260 261 Rt391 collector 1778 1 12 0 1700 55 32 381 261 718 Rt 391 collector 5224 1 12 0 1700 55 32 382 262 263 Peak St collector 7327 1 10 0 1700 55 34 383 263 264 Peak St collector 3499 1 10 0 1700 55 34 384 264 265 Peak St collector 1765 1 10 0 1700 55 34 385 265 266 Peak St collector 1606 1 10 0 1700 40 34 386 266 267 Peak St collector 1526 1 10 0 1575 35 34 387 267 278 Columbia Ave collector 2688 1 12 1 1700 45 34 388 267 855 Peak St collector 739 1 12 0 1700 40 34 local 389 267 931 Columbia Ave roadway 1752 1 12 1 450 10 34 390 268 209 SR S-40-39 collector 1941 1 12 1 1700 45 35 391 268 269 SR S-40-39 collector 2316 1 12 1 1700 45 34 392 269 268 SR S-40-39 collector 2316 1 12 1 1700 45 34 393 269 270 SR S-40-39 collector 893 1 12 1 1700 50 34 394 270 269 SR S-40-39 collector 894 1 12 1 1700 50 34 395 270 930 SR S-40-39 collector 2642 1 12 1 1700 55 34 396 271 272 Columbia Ave collector 1344 1 12 1 1750 40 34 397 271 930 Columbia Ave collector 2576 1 12 1 1700 40 34 398 272 271 Columbia Ave collector 1344 1 12 1 1700 40 34 Columbia 399 272 273 Ave/Route 48 collector 690 1 12 1 1750 40 34 Virgil C. Summer Nuclear Station K-68 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 2
Stea Stea Rod a od a egh N .o W idt it lw Sed Gi LinNod # Node Nam Tye(t) Lns (t) (f.ae (p) N m e I-2b on-ramp from Columbia freeway 400 272 275 Ave ramp 1061 1 12 4 1700 45 34 Columbia 401 273 272 Ave/Route 48 collector 690 1 12 1 1750 40 34 1-26 on-ramp from Columbia freeway 402 273 274 Ave ramp 889 1 12 4 1700 45 34 403 273 276 Columbia Ave collector 1328 1 12 1 1700 55 34 1-26 off-ramp to Columbia 404 274 272 Ave collector 734 1 12 4 1750 45 34 405 274 275 1-26 freeway 1619 2 12 12 2250 75 34 406 274 376 1-26 freeway 6101 2 12 12 2250 75 34 1-26 off-ramp to Columbia 407 275 273 Ave collector 822 1 12 4 1750 45 34 408 275 274 1-26 freeway 1620 2 12 12 2250 75 34 409 275 375 1-26 freeway 3835 2 12 12 2250 75 34 410 276 273 Columbia Ave collector 1328 1 12 1 1750 40 34 411 276 277 Columbia Ave collector 2582 1 12 1 1700 45 34 412 277 276 Columbia Ave collector 2582 1 12 1 1700 55 34 413 277 278 Columbia Ave collector 2153 1 12 1 1700 45 34 414 278 267 Columbia Ave collector 2688 1 12 1 1700 45 34 415 278 277 Columbia Ave collector 2153 1 12 1 1700 45 34 416 279 280 Rt 202 collector 2570 1 12 0 1700 60 27 417 280 281 Rt 202 collector 5731 1 12 0 1700 60 27 KLD Engineering, P.C.
Virgil C. Summer Nuclear Station K-69 K-69 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 2
418 281 282 Rt 202 collector 1692 1 12 0 1700 40 27 1-26 on-ramp freeway 419 282 301 from Rt 202 ramp 1055 1 12 6 1700 45 27 420 282 877 Rt 202 collector 236 1 12 0 1700 40 27 421 283 284 Rt 202 collector 2747 1 12 0 1700 45 33 422 283 876 Rt 202 collector 2418 1 12 0 1700 40 27 423 284 239 Rt 202 collector 3449 1 12 0 1700 40 33 424 284 283 Rt 202 collector 2753 1 12 0 1700 40 33 425 285 310 Rt 773 collector 1434 1 12 0 1700 55 27 426 286 287 Rt 773 collector 2036 1 12 0 1700 45 27 427 287 288 Rt 773 collector 2754 1 12 0 1700 55 27 428 288 289 Rt 773 collector 1990 1 12 0 1700 55 27 429 289 290 Rt 773 collector 2092 1 12 0 1700 45 27 430 289 338 SR S-36-38 collector 1044 1 12 0 1700 50 27 431 290 302 Rt 773 collector 1686 1 12 0 1700 40 26 432 291 292 Rt 773 collector 2928 1 12 0 1700 60 26 433 291 303 Rt 773 collector 1057 1 12 0 1700 40 26 434 292 291 Rt 773 collector 2928 1 12 0 1700 60 26 435 292 311 Rt 773 collector 5474 1 12 0 1700 50 26 436 293 294 SR S-36-38 collector 2190 1 12 0 1700 50 26 437 294 295 SR S-36-38 collector 1969 1 12 0 1700 50 26 438 295 296 SR S-36-38 collector 2820 1 12 0 1700 50 26 439 296 339 SR 5-36-38 collector 2312 1 12 0 1700 50 26 440 297 340 SR S-36-38 collector 1742 1 12 0 1700 50 26 1-26 on-ramp freeway 441 298 299 from Rt 202 ramp 558 1 12 6 1350 30 27 Virgil C. Summer Nuclear Station K-70 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 2
442 298 876 Rt 202 collector 275 1 12 0 1700 40 27 443 298 877 Rt 202 collector 740 1 12 0 1700 40 27 1-26 on-ramp freeway 444 299 300 from Rt 202 ramp 477 1 12 6 1350 30 27 445 300 301 1-26 freeway 677 2 12 12 2250 75 27 446 300 372 1-26 freeway 2232 2 12 12 2250 70 27 1-26 off-ramp freeway 447 300 875 to Rt 202 ramp 413 1 12 6 1350 30 27 448 301 300 1-26 freeway 677 2 12 12 2250 75 27 449 301 371 1-26 freeway 3762 2 12 12 2250 75 27 1-26 off-ramp freeway 450 301 876 to Rt 202 ramp 1327 1 12 6 1700 45 27 451 302 303 Rt 773 collector 704 1 12 2 1700 40 26 1-26 on-ramp freeway 452 302 304 from Rt 773 ramp 1218 1 12 4 1700 45 26 453 303 291 Rt 773 collector 1058 1 12 0 1700 60 26 454 303 302 Rt 773 collector 704 1 12 2 1700 40 26 1-26 on-ramp freeway 455 303 305 from Rt 773 ramp 935 1 12 4 1700 45 26 1-26 off-ramp freeway 456 304 303 to Rt 773 ramp 888 1 12 4 1700 45 26 457 304 305 1-26 freeway 1716 2 12 12 2250 75 26 458 304 369 1-26 freeway 2910 2 12 12 2250 75 26 1-26 off-ramp freeway 459 305 302 to Rt 773 ramp 615 1 12 4 1700 45 26 460 305 304 1-26 freeway 1716 2 12 12 2250 75 26 461 305 370 1-26 freeway 3048 2 12 12 2250 75 26 Virgil C. Summer Nuclear Station K-71 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 2
462 306 285 Rt 773 collector 1688 1 120 1700 50 27 463 307 196 US 176 collector 2406 1 12 1 1700 60 27 464 307 308 US 176 collector 2890 1 12 0 1700 60 19 465 308 307 US 176 collector 2890 1 12 0 1700 60 19 466 308 309 US 176 collector 4551 1 12 0 1700 60 19 467 309 308 US 176 collector 4551 1 12 0 1700 60 19 468 309 313 US 176 collector 4225 1 12 0 1700 60 18 469 309 317 Rt 219 collector 939 1 12 0 1700 50 19 470 310 286 Rt 773 collector 3167 1 12 0 1700 50 27 471 311 243 Rt 773 collector 1163 1 12 0 1750 50 26 472 311 292 Rt 773 collector 5474 1 12 0 1700 60 26 473 312 167 US 176 collector 2094 1 12 0 1750 65 18 474 312 316 US 176 collector 3652 1 12 0 1700 60 18 475 313 309 US 176 collector 4226 1 12 0 1700 60 18 476 313 314 US 176 collector 9863 1 12 0 1700 60 18 477 314 313 US 176 collector 9863 1 12 0 1700 60 18 478 314 315 US 176 collector 3275 1 12 0 1700 60 18 479 315 314 US 176 collector 3275 1 12 0 1700 60 18 480 315 316 US 176 collector 5134 1 12 0 1700 60 18 481 316 312 US 176 collector 3652 1 12 0 1700 60 18 482 316 315 US 176 collector 5134 1 12 0 1700 60 18 483 317 332 Rt 219 collector 2238 1 12 0 1700 50 18 484 318 333 Rt 219 collector 1364 1 12 0 1700 60 18 485 319 320 Rt 219 collector 7276 1 12 0 1700 60 18 486 320 334 Rt 219 collector 1319 1 12 0 1700 60 18 Virgil C. Summer Nuclear Station K-72 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 2
487 321 335 Rt 219 collector 1874 1 12 0 1700 60 18 minor 488 322 323 Rt 219 arterial 688 2 12 0 1900 40 17 1-26 on-ramp freeway 489 322 324 from Rt 219 ramp 668 1 12 4 1700 45 17 1-26 on-ramp freeway 490 323 325 from Rt 219 ramp 680 1 12 4 1700 45 17 minor 491 323 326 Rt 219 arterial 1320 2 12 0 1900 55 17 1-26 off-ramp freeway 492 324 323 to Rt 219 ramp 589 1 12 4 1700 45 17 493 324 325 1-26 freeway 1019 2 12 12 2250 75 17 494 324 364 1-26 freeway 5039 2 12 12 2250 75 17 1-26 off-ramp freeway 495 325 322 to Rt 219 ramp 514 1 12 4 1700 45 17 496 325 324 1-26 freeway 1019 2 12 12 2250 75 17 497 325 365 1-26 freeway 2170 2 12 12 2250 75 17 minor 498 326 327 Rt 219 arterial 3340 2 12 0 1900 55 17 minor 499 327 328 Rt 219 arterial 2143 2 12 0 1900 55 17 minor 500 328 329 Rt 219 arterial 1867 2 12 0 1900 55 17 minor 501 329 330 Rt 219 arterial 1314 2 12 0 1900 40 17 minor 502 330 331 Rt 219 arterial 1251 2 12 0 1750 40 17 Virgil C. Summer Nuclear Station K-73 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 2
0 minor 503 331 843 Rt 219 arterial 4003 2 12 0 1750 45 17 504 332 318 Rt 219 collector 5667 1 12 0 1700 55 18 505 333 319 Rt 219 collector 1551 1 12 0 1700 60 18 506 334 321 Rt 219 collector 1682 1 12 0 1700 60 18 507 335 336 Rt 219 collector 1332 1 12 0 1700 60 18 508 336 337 Rt 219 collector 2588 1 12 0 1700 50 18 minor 509 337 322 Rt 219 arterial 2945 2 12 0 1900 40 17 510 338 293 SR S-36-38 collector 3210 1 12 0 1700 50 26 511 339 297 SR S-36-38 collector 5128 1 12 0 1700 50 26 512 340 341 SIR S-36-38 collector 2376 1 12 0 1700 50 26 513 341 342 SIR S-36-38 collector 2561 1 12 0 1700 50 26 514 342 343 SR S-36-38 collector 1714 1 12 0 1700 50 26 515 343 344 SR S-36-38 collector 1398 1 12 0 1700 50 25
.i .o _1.
517 345 346 SR S-36-38 collector 2692 1 12 0 1700 50 25 518 346 347 SR S-36-38 collector 3405 1 12 0 1700 50 25 519 347 348 SR S-36-38 collector 2332 1 12 0 1700 50 25 520 348 349 SR S-36-38 collector 2285 1 12 0 1700 50 25 521 349 350 SR S-36-38 collector 1067 1 12 0 1700 50 25 minor 522 350 351 US 76 arterial 5277 2 12 0 1900 60 25 minor 523 350 879 US 76 arterial 2732 2 12 0 1900 45 25 minor 524 351 252 US 76 arterial 3162 2 12 0 1900 60 25 Virgil C. Summer Nuclear Station K-74 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 2
minor 525 351 350 US 76 arterial 5277 2 12 0 1900 60 25 526 352 353 Rt 34 collector 2685 1 12 0 1700 55 18 527 353 354 Rt 34 collector 4497 1 12 0 1700 55 17 528 354 355 Rt 34 collector 3349 1 12 0 1700 55 17 529 355 356 Rt 34 collector 1438 1 12 0 1700 55 17 530 356 357 Rt 34 collector 3142 1 12 0 1700 55 17 531 357 358 Rt 34 collector 2642 1 12 0 1700 55 17 532 358 359 Rt 34 collector 646 1 12 0 1700 55 17 1-26 on-ramp freeway 533 358 361 from Rt 34 ramp 741 1 12 4 1700 45 17 1-26 on-ramp freeway 534 359 360 from Rt 34 ramp 665 1 12 4 1700 45 17 535 359 362 Rt 34 collector 3389 1 12 0 1700 55 17 1-26 off-ramp freeway 536 360 358 to Rt 34 ramp 548 1 12 4 1700 45 17 537 360 361 1-26 freeway 1112 2 12 12 2250 70 17 538 360 364 1-26 freeway 4783 2 12 12 2250 75 17 1-26 off-ramp freeway 539 361 359 to Rt 34 ramp 607 1 12 4 1700 45 17 540 361 360 1-26 freeway 1112 2 12 12 2250 75 17 541 361 363 1-26 freeway 1414 2 12 12 2250 75 17 542 362 921 Rt 34 collector 7316 1 12 0 1750 45 17 543 363 361 1-26 freeway 1414 2 12 12 2250 75 17 544 364 324 1-26 freeway 5039 2 12 12 2250 75 17 545 364 360 1-26 freeway 4783 2 12 12 2250 75 17 546 365 325 1-26 freeway 2170 2 12 12 2250 75 17 Virgil C. Summer Nuclear Station K-75 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 2
547 365 366 1-26 freeway 6190 2 12 12 2250 75 17 548 366 365 1-26 freeway 6190 2 12 12 2250 75 17 549 366 367 1-26 freeway 2238 2 12 12 2250 75 26 550 367 366 1-26 freeway 2238 2 12 12 2250 75 26 551 367 368 1-26 freeway 7981 2 12 12 2250 75 26 552 368 367 1-26 freeway 7981 2 12 12 2250 75 26 553 368 369 1-26 freeway 9783 2 12 12 2250 75 26 554 369 304 1-26 freeway 2910 2 12 12 2250 75 26 555 369 368 1-26 freeway 9783 2 12 12 2250 75 26 556 370 305 1-26 freeway 3048 2 12 12 2250 75 26 557 370 371 1-26 freeway 8105 2 12 12 2250 75 27 558 371 301 1-26 freeway 3762 2 12 12 2250 75 27 559 371 370 1-26 freeway 8105 2 12 12 2250 75 27 560 372 300 1-26 freeway 2232 2 12 12 2250 75 27 561 372 373 1-26 freeway 9958 2 12 12 2250 75 27 562 373 372 1-26 freeway 9958 2 12 12 2250 75 27 563 373 374 1-26 freeway 8796 2 12 12 2250 75 34 564 374 373 1-26 freeway 8796 2 12 12 2250 75 34 565 374 375 1-26 freeway 5481 2 12 12 2250 75 34 566 375 275 1-26 freeway 3835 2 12 12 2250 75 34 567 375 374 1-26 freeway 5481 2 12 12 2250 75 34 568 376 274 1-26 freeway 6101 2 12 12 2250 75 34 569 376 377 1-26 freeway 9476 2 12 12 2250 75 34 570 377 376 1-26 freeway 9476 2 12 12 2250 75 34 571 377 378 1-26 freeway 8550 2 12 12 2250 75 35 Virgil C. Summer Nuclear Station K-76 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 2
572 378 377 1-26 freeway 85501 2 12 12 2250 75 35 573 378 864 1-26 freeway 2636 2 12 12 2250 75 35 574 379 385 1-26 freeway 631 2 12 12 2250 75 43 575 379 864 1-26 freeway 303 2 12 12 2250 75 43 1-26 on-ramp freeway 576 380 381 to US176 ramp 511 1 12 8 1350 30 43 1-26 on-ramp freeway 577 381 379 to US176 ramp 420 1 12 8 1350 30 43 578 382 213 US 176 collector 1907 1 12 0 1750 45 35 579 382 214 US 176 collector 597 1 12 0 1750 45 35 1-26 on-ramp freeway 580 383 384 to US176 ramp 654 1 12 8 1350 30 43 1-26 on-ramp freeway 581 384 385 to US176 ramp 419 1 12 8 1350 30 43 582 385 379 1-26 freeway 631 2 12 12 2250 75 43 583 385 866 1-26 freeway 358 2 12 12 2250 75 43 584 386 387 1-26 freeway 9557 2 12 12 2250 75 46 585 386 866 1-26 freeway 8988 2 12 12 2250 75 43 586 387 386 1-26 freeway 9557 2 12 12 2250 75 46 587 387 388 1-26 freeway 6112 2 12 12 2250 75 48 588 388 387 1-26 freeway 6112 2 12 12 2250 75 48 589 388 871 1-26 freeway 389 3 12 12 2250 75 49 1-26 off-ramp freeway 590 388 935 to US76 ramp 645 1 12 4 1700 45 49 591 389 390 Rt 6 collector 4546 1 12 0 1700 45 43 592 390 391 Rt 6 collector 5821 1 12 0 1700 45 45 593 392 393 US 76 collector 1284 1 12 1 1750 45 48 Virgil C. Summer Nuclear Station K-77 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 2
594 392 630 US 76 collector 4617 1 121 17S0 50 46 595 393 392 US 76 collector 1284 1 12 1 1700 55 48 596 393 394 US 76 collector 3952 1 12 1 1700 55 48 597 393 395 N Woodrow St collector 3666 1 12 0 1700 45 48 598 394 393 US 76 collector 3952 1 12 1 1750 45 48 minor 599 394 935 US 76 arterial 1229 2 12 1 1900 55 48 600 396 167 US 176 collector 3267 1 12 0 1750 65 11 601 396 397 US 176 collector 7534 1 12 0 1700 65 11 602 397 396 US 176 collector 7545 1 12 0 1700 65 11 603 397 398 US 176 collector 8575 1 12 0 1700 60 10 604 398 397 US 176 collector 8575 1 12 0 1700 65 10 605 398 399 US 176 collector 7638 1 12 0 1700 55 10 606 399 398 US 176 collector 7638 1 12 0 1700 60 10 607 399 400 US 176 collector 3510 1 12 0 1700 60 10 608 400 399 US 176 collector 3510 1 12 0 1700 55 10 609 400 401 US 121 collector 3446 1 12 0 1700 60 4 610 401 400 US 121 collector 3446 1 12 0 1700 60 4 Mt. Pleasant 611 402 159 Rd collector 3915 1 11 0 1750 50 12 Mt. Pleasant 612 402 403 Rd collector 2459 1 11 0 1700 50 12 Mt. Pleasant 613 403 402 Rd collector 2459 1 11 0 1700 50 12 Mt. Pleasant 614 403 404 Rd collector 2566 1 11 0 1700 55 12 Virgil C. Summer Nuclear Station K-78 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 2
Mt. ileasant 615 404 403 1 Rd collector 2565 1 11 0 1700 50 12 616 404 405 SR S-36-55 collector 4201 1 11 0 1700 50 12 617 405 406 SR S-36-55 collector 2963 1 11 0 1700 55 12 618 406 407 SR S-36-55 collector 3325 1 11 0 1700 55 11 619 407 408 SR S-36-45 collector 5180 1 12 0 1700 55 11 620 408 409 SR S-36-45 collector 1733 1 12 0 1700 50 5 621 409 410 SR S-36-45 collector 1653 1 12 0 1700 50 5 622 410 411 SR S-36-45 collector 1601 1 12 0 1700 50 5 623 411 412 SR S-36-45 collector 4293 1 12 0 1700 50 5 624 412 413 SR S-36-45 collector 1613 1 12 0 1700 50 5 625 413 414 SR S-36-45 collector 2167 1 12 0 1700 50 5 626 414 415 SR S-36-45 collector 2586 1 12 0 1700 45 5 627 415 416 SR S-36-45 collector 2400 1 12 0 1700 45 5 628 416 417 SR S-36-45 collector 1441 1 12 0 1700 45 5 629 416 421 Tyger River Rd collector 1198 1 12 0 1700 45 5 630 417 418 SR S-36-45 collector 1629 1 12 0 1700 45 5 631 418 419 SR S-36-45 collector 2498 1 12 0 1700 45 5 632 419 420 SR S-36-45 collector 972 1 12 0 1700 45 5 633 420 425 SR S-36-45 collector 1149 1 12 0 1700 45 5 634 420 427 Rt 66 collector 1959 1 12 0 1700 45 5 635 421 422 Tyger River Rd collector 2541 1 12 0 1700 45 5 636 422 423 Tyger River Rd collector 5948 1 12 0 1700 45 1 637 424 404 Old Blair Rd collector 1394 1 11 0 1700 40 12 638 425 426 SR S-36-45 collector 2036 1 12 0 1700 45 5 639 427 428 Rt 66 collector 760 1 12 0 1700 45 5 Virgil C. Summer Nuclear Station K-79 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 2
640 429 429 Rt 66 collector 5896 1 12 0 1700 50 5 641 429 430 Rt 66 collector 2193 1 12 0 1700 50 5 642 430 431 Rt 66 collector 3989 1 12 0 1700 50 5 643 431 432 Rt 66 collector 1095 1 12 0 1700 50 5 644 432 433 Rt 66 collector 1889 1 12 0 1700 50 5 645 433 434 Rt 66 collector 1142 1 12 0 1700 50 5 646 434 435 Rt 66 collector 1832 1 12 0 1700 50 5 647 435 436 Rt 66 collector 1822 1 12 0 1700 50 5 648 436 437 Rt 66 collector 2143 1 12 0 1700 50 11 649 437 438 Rt 66 collector 1212 1 12 0 1700 50 4 650 438 439 Rt 66 collector 1563 1 12 0 1700 50 4 651 439 440 Rt 66 collector 6213 1 12 0 1700 55 4 652 440 399 Rt 66 collector 3326 1 12 0 1700 45 10 653 441 165 SR S-36-55 collector 3058 1 12 0 1500 40 11 R Stoudemayer 654 442 203 Rd collector 977 1 12 0 1700 40 34 R Stoudemayer 655 443 442 Rd collector 1832 1 12 0 1700 55 28 R Stoudemayer 656 444 443 Rd collector 3585 1 12 0 1700 40 28 R Stoudemayer 657 445 444 Rd collector 2719 1 12 0 1700 40 28 minor 658 446 447 US 321 arterial 818 2 12 0 1900 45 16 minor 659 446 451 US 321 arterial 2643 2 12 0 1900 45 16 Virgil C. Summer Nuclear Station K-80 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 2
0 minor 660 446 828 1W Moultrie St arterial 2092 2 12 0 1900 40 16 major 661 447 446 US 321 arterial 818 3 12 0 1750 45 16 minor 662 447 449 US 321 arterial 1999 2 12 0 1900 45 16 minor 663 448 449 US 321 arterial 1753 2 12 0 1900 45 16 minor 664 448 450 US 321 arterial 4445 2 12 0 1900 45 16 minor 665 449 447 US 321 arterial 1999 2 12 0 1900 45 16 minor 666 449 448 US 321 arterial 1756 2 12 0 1750 45 16 minor 667 450 57 US 321 arterial 935 2 12 0 1750 45 16 minor 668 450 448 US 321 arterial 4445 2 12 0 1750 45 16 669 451 138 US 321 collector 5077 1 12 0 1750 45 16 minor 670 451 446 US 321 arterial 2643 2 12 0 1750 45 16 minor 671 452 57 US 321BUS arterial 210 2 12 0 1750 35 16 672 452 453 US 321 BUS collector 2493 1 12 0 1575 35 16 673 453 452 US 321 BUS collector 2493 2 12 0 1575 35 16 674 453 454 US 321 BUS collector 1710 1 12 0 1575 35 16 675 454 453 US 321 BUS collector 1710 1 12 0 1575 35 16 676 454 455 US 321BUS collector 3196 1 12 0 1575 35 16 Virgil C. Summer Nuclear Station K-81 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 2
0 677 455 454 US 321 BUS collector 3196 1 12 0 1575 35 16 678 455 456 US 321 BUS collector 1554 1 12 0 1700 40 16 679 456 455 US 321 BUS collector 1554 1 12 0 1700 40 16 minor 680 456 457 US 321 BUS arterial 2122 2 12 0 1750 25 16 minor 681 457 456 US 321 BUS arterial 2122 2 12 0 1900 40 16 minor 682 457 458 US 321 BUS arterial 715 2 12 0 1750 25 16 minor 683 458 457 US 321 BUS arterial 715 2 12 0 1750 25 16 minor 684 458 459 US 321 BUS arterial 683 2 12 0 1750 25 16 minor 685 459 458 US 321 BUS arterial 683 2 12 0 1750 25 16 minor 686 459 460 US 321 BUS arterial 973 2 12 0 1750 25 16 minor 687 460 459 US 321 BUS arterial 973 2 12 0 1750 25 16 minor 688 460 461 US 321 BUS arterial 1400 2 12 0 1900 40 16 minor 689 461 460 US 321 BUS arterial 1400 2 12 0 1750 25 16 minor 690 461 462 US 321 BUS arterial 1515 2 12 0 1900 45 16 minor 691 462 140 US 321 BUS arterial 724 2 12 0 1900 60 16 Virgil C.Summer Nuclear Station K-82 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 2
0 693 463 138 US 321 collector 4075 1 12 0 1750 45 16 694 463 464 US 321 BUS collector 3464 1 12 0 1700 60 16 695 463 465 US 321 collector 1349 1 12 0 1700 60 16 696 464 140 US321BUS coilector 1882 1 12 0 1700 60 16 697 464 463 US 321BUS collector 3464 1 12 0 1700 45 16 minor 698 465 463 US 321 arterial 1348 2 12 0 1900 45 16 699 465 466 US 321 collector 4687 1 12 0 1700 60 9 700 466 465 US 321 collector 4688 1 12 0 1700 60 9 701 466 467 US 321 collector 4950 1 12 0 1700 60 9 702 467 466 US 321 collector 4950 1 12 0 1700 60 9 703 467 468 US 321 collector 1715 1 12 0 1700 60 9 704 468 467 US 321 collector 1715 1 12 0 1700 60 9 705 468 469 US 321 collector 2056 1 12 0 1700 60 9 706 469 468 US 321 collector 2056 1 12 0 1700 60 9 707 469 470 US 321 collector 3524 1 12 0 1700 60 9 708 470 469 US 321 collector 3524 1 12 0 1700 60 9 S Lake Access minor 709 471 169 Rd arterial 3972 2 12 0 1750 40 28 Glenns Bridge 710 472 17 Rd collector 909 1 12 0 1750 45 29 Glenns Bridge 711 473 472 Rd collector 1202 12 0 1700 45 29 Glenns Bridge 712 474 473 Rd collector 1223 1 12 0 1700 45 29 Virgil C. Summer Nuclear Station K-83 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 2
Glenns Bridge 714 476 475 Rd collector 2188132 1700 45 29 Glenns Bridge 715 476 477 Rd collector 304 1828 1700 45 30 716 476 497 Estes Ln collector 6302 1 12 0 1700 45 30 Glenns Bridge 717 477 478 Rd collector 4243 1 12 01700 45 30 Glenns Bridge 718 478 479 Rd collector 5266 1 12 0 1700 45 22 719 479 480 SR 5-20-48 collector 594 1 12 0 1700 45 22 720 479 496 SR S-20-48 collector 5889 1 12 0 1700 45 22 721 480 481 SR 5-20-48 collector 7489 1 12 0 1700 45 22 722 481 482 SR S-20-48 collector 3669 1 12 0 1700 45 21 723 482 483 Reservoir Rd collector 3767 1 12 0 1700 45 21 724 483 484 Reservoir Rd collector 1467 1 12 0 1700 45 22 725 484 485 Reservoir Rd collector 3994 1 12 0 1700 45 22 726 485 486 Reservoir Rd collector 1592 1 12 0 1700 45 22 727 486 487 Reservoir Rd collector 1156 1 12 0 1700 45 22 728 487 488 Reservoir Rd collector 2377 1 12 0 1700 45 22 729 488 489 Reservoir Rd collector 4116 1 12 0 1700 45 22 730 488 492 SR S-20-54 collector 2471 1 12 0 1700 45 22 731 489 490 Reservoir Rd collector 4647 1 12 0 1700 45 22 732 490 491 Reservoir Rd collector 3466 1 12 0 1700 55 22 733 491 495 Reservoir Rd collector 5783 1 12 0 1700 55 22 734 492 493 SR S-20-54 collector 6609 1 12 0 1700 60 22 Virgil C. Summer Nuclear Station K-84 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 2
735 493 494 SIR S-20-54 collector 2782 1 120 1700 60 15 736 494 46 SR S-20-54 collector 1897 1 12 0 1700 60 15 737 495 52 Reservoir Rd collector 2684 1 12 0 1700 50 23 738 496 665 SR S-20-221 collector 1575 1 12 0 1700 45 30 739 497 669 Estes Ln collector 3526 1 12 0 1700 45 30 740 498 499 SR 5-20-347 collector 2343 1 12 0 1700 40 13 741 498 520 Pearson Rd collector 1127 1 12 0 1700 50 13 742 499 519 SR 5-20-347 collector 871 1 12 0 1700 40 13 Meadowlake 743 500 501 Rd collector 976 1 12 0 1700 40 13 744 500 505 SR S-20-347 collector 2401 1 12 0 1700 55 13 Meadowlake 745 501 502 Rd collector 1180 1 12 0 1700 40 13 Meadowlake 746 502 503 Rd collector 1894 1 12 0 1700 40 13 Meadowlake 747 503 504 Rd collector 5246 1 12 0 1700 40 13 Meadowlake 748 504 93 Rd collector 889 1 12 0 1700 40 14 749 505 506 SR 5-20-347 collector 1839 1 12 0 1700 55 13 750 506 507 SR S-20-347 collector 1990 1 12 0 1700 55 13 751 507 508 SR S-20-347 collector 4956 1 12 0 1700 55 13 752 508 96 SR S-20-347 collector 761 1 12 0 1700 55 14 753 509 498 Pearson Rd collector 1357 1 12 0 1700 40 13 754 510 509 Pearson Rd collector 1773 1 12 0 1700 40 13 755 511 516 SR S-20-257 collector 844 1 12 0 1700 40 13 756 512 511 SR S-20-257 collector 2240 1 12 0 1700 40 13 Virgil C. Summer Nuclear Station K-85 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 2
757 513 512 SR S-20-257 collector 1176 1 120 1700 40 13 758 514 513 SR S-20-257 collector 2000 1 12 0 1700 40 20 759 515 514 Unnamed Road collector 2541 1 12 0 1700 40 20 760 516 517 SR S-20-257 collector 1103 1 12 0 1700 40 13 761 517 518 SR S-20-257 collector 1725 1 12 0 1700 40 13 762 518 510 SR S-20-257 collector 2086 1 12 0 1700 40 13 763 519 500 SR S-20-347 collector 1022 1 12 0 1700 40 13 764 520 521 Pearson Rd collector 1284 1 12 0 1700 50 13 765 521 522 Pearson Rd collector 1427 1 12 0 1700 55 13 766 522 523 Pearson Rd collector 899 1 12 0 1700 50 13 767 523 524 Pearson Rd collector 3696 1 12 0 1700 50 13 768 524 525 Pearson Rd collector 1526 1 12 0 1700 50 13 769 525 526 Pearson Rd collector 1387 1 12 0 1700 50 13 770 526 527 Pearson Rd collector 1947 1 12 0 1700 50 13 771 527 528 Pearson Rd collector 2435 1 12 0 1700 50 6 772 528 151 Pearson Rd collector 654 1 12 0 1700 50 6 773 529 527 Strother Rd collector 534 1 12 0 1700 55 13 774 530 529 Strother Rd collector 822 1 12 0 1700 55 13 775 531 530 Strother Rd collector 1900 1 12 0 1700 55 13 776 532 534 SR S-35-9734 collector 2373 1 12 0 1700 50 19 777 5321 539 1 SR S-36-272 I collector 1 45121 11 12 01 17001 501 19 778 533 532 SR S-35-9734 collector 2207 1 12 0 1700 50 19 779 534 535 SR 5-35-9734 collector 2730 1 12 0 1700 50 19 780 535 536 New Hope Rd collector 1811 1 12 0 1700 50 19 781 536 537 SR S-35-9734 collector 3565 1 12 0 1700 50 19 Virgil C. Summer Nuclear Station K-86 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 2
782 537 308 SR S-35-9734 collector 1782 1 12 0 1700 50 19 Hughey Ferry 783 538 536 Rd collector 6117 1 12 0 1700 50 19 784 539 540 SR S-36-272 collector 5193 1 12 0 1700 50 19 785 540 541 SR S-36-272 collector 1966 1 12 0 1700 50 19 786 541 542 SR S-36-272 collector 1665 1 12 0 1700 50 19 787 542 543 SR S-36-272 collector 1671 1 12 0 1700 50 12 788 543 544 SR S-36-272 collector 4143 1 12 0 1700 50 12 789 544 545 SR S-36-272 collector 4109 1 12 0 1700 50 12 790 545 162 Rt 34 collector 2892 1 12 0 1700 60 11 Kincaid Bridge 791 546 547 Rd collector 7649 1 12 1 1700 60 15 Kincaid Bridge 792 547 548 Rd collector 1616 1 12 1 1700 50 16 Kincaid Bridge 793 548 549 Rd collector 3003 1 12 1 1700 40 16 Kincaid Bridge 794 549 446 Rd collector 2290 1 12 1 1750 45 16 795 550 53 Pumphouse Rd collector 1781 1 12 0 1700 45 16 796 550 551 Pumphouse Rd collector 725 1 12 0 1700 45 16 797 551 552 Pumphouse Rd collector 2554 1 12 0 1700 45 16 798 552 553 Pumphouse Rd collector 1606 1 12 0 1700 45 16 799 553 554 Pumphouse Rd collector 1381 1 12 0 1700 45 16 800 554 447 Pumphouse Rd collector 2750 1 12 0 1700 45 16 801 555 469 SR S-20-38 collector 2649 1 12 0 1700 45 9 802 556 555 SR S-20-38 collector 2300 1 12 0 1700 45 8 803 557 558 SR S-20-38 collector 1922 1 12 0 1700 45 8 Virgil C. Summer Nuclear Station K-87 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 2
804 S58 559 SIR S-20-38 collector 2004 1 120 1700 45 8 805 559 560 SR S-20-38 collector 2352 1 12 0 1700 45 8 806 560 561 SR S-20-38 collector 1784 1 12 0 1700 45 8 807 561 556 SR S-20-38 collector 1376 1 12 0 1700 45 8 Old Douglass 808 562 563 Rd collector 3240 1 12 0 1700 60 7 809 562 584 SR 5-20-402 collector 826 1 12 0 1700 60 7 Old Douglass 810 563 564 Rd collector 1574 1 12 0 1700 60 7 Old Douglass 811 564 565 Rd collector 1318 1 12 0 1700 60 7 Old Douglass 812 565 566 Rd collector 1449 1 12 0 1700 60 7 Old Douglass 813 566 567 Rd collector 1266 1 12 0 1700 60 7 Old Douglass 814 567 568 Rd collector 1998 1 12 0 1700 60 7 Old Douglass 815 568 569 Rd collector 1977 1 12 0 1700 60 7 Old Douglass 816 569 570 Rd collector 2989 1 12 0 1700 60 8 Old Douglass 817 570 571 Rd collector 2499 1 12 0 1700 60 8 Old Douglass 818 571 572 Rd collector 1113 1 12 0 1700 60 8 Old Douglass 819 572 573 Rd collector 3378 1 12 0 1700 60 8 Virgil C. Summer Nuclear Station K-88 KILD Engineering, P.C.
Evacuation Time Estimate Rev. 2
Old Douglass 821 574 128 Rd collector 42053 1 1 0 1700 60 8 Old Douglass 822 575 5628 Old Rd Douglass collector 4245 1 120 1700 60 7 823 576 575 Rd collector 5958 1 12 0 1700 60 3 Old Douglass 824 577 576 Rd collector 4982 1 12 0 1700 60 3 Old Douglass 825 578 577 Rd collector 1023 1 12 0 1700 60 3 Old Douglass 826 579 578 Rd collector 8624 1 12 0 1700 60 3 Old Douglass 827 578 579 Rd collector 1048 1 12 0 1700 60 3 Old Douglass 828 581 578 Rd collector 148 1 12 0 1700 60 3 Old Douglass 829 582 581 Rd collector 1043 1 12 0 1700 60 3 Old Douglass Old Douglass 823 583 582 Rd collector 247 1 12 0 1700 60 3 831 58 5859 Rd collector 9104 1 12 0 1700 60 3 832 585 586 SR S-20-402 collector 2677 1 12 0 1700 60 7 833 586 587 SR S-20-402 collector 1988 1 12 0 1700 60 7 834 587 588 SR S-20-402 collector 807 1 12 0 1700 60 7 835 588 589 SR S-20-402 collector 1295 1 12 0 1700 60 7 836 589 590 SR S-20-402 collector 1548 1 12 0 1700 60 7 Virgil C. Summer Nuclear Station K-89 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 2
837 590 591 SR S-20-402 collector 911 1 12 0 1700 60 7 838 591 5921 SR 5-20-402 collector 1964 1 12 0 1700 60 7 839 592 593 SR 5-20-402 collector 1136 1 12 0 1700 60 7 840 593 594 SR S-20-402 collector 2812 1 12 0 1700 60 6 Ashford Ferry 841 594 102 Rd collector 775 1 12 0 1700 40 6 Ashford Ferry 842 595 594 Rd collector 4831 1 12 0 1700 60 6 Ashford Ferry 843 596 595 Rd collector 3277 1 12 0 1700 60 7 Ashford Ferry 844 597 596 Rd collector 4684 1 12 0 1700 60 3 Ashford Ferry 845 598 597 Rd collector 7322 1 12 0 1700 60 3 846 599 204 SR S-40-698 collector 1683 1 12 0 1700 40 34 847 600 599 SR S-40-698 collector 1113 1 12 0 1700 40 34 848 601 600 SR S-40-698 collector 2549 1 12 0 1700 40 34 Burdell Fuller 849 602 601 Rd collector 3387 1 12 0 1700 40 29 850 603 207 SR S-40-592 collector 2656 1 12 0 1700 40 35 851 604 603 SR S-40-592 collector 2151 1 12 0 1700 40 35 852 605 210 US 176 collector 2520 1 12 0 1700 45 35 853 605 211 US 176 collector 1706 1 12 0 1700 45 35 854 606 605 SR S-40-234 collector 3134 1 12 0 1700 40 35 855 607 606 SR S-40-234 collector 2644 1 12 0 1700 40 35 856 608 607 SR S-40-234 collector 2753 1 12 0 1700 40 35 857 609 608 SR S-40-234 collector 2574 1 12 0 1700 40 35 Virgil C. Summer Nuclear Station K-90 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 2
858 610 609 SR S-40-234 collector 3445 1 12 0 1700 40 35 859 610 611 SR S-40-234 collector 2391 1 12 0 1700 40 35 860 611 620 Rt 80 collector 1953 1 12 0 1700 40 35 861 612 217 US 176 collector 1810 1 12 0 1700 55 43 862 612 218 US 176 collector 1543 1 12 0 1750 50 46 863 613 612 Rt 80 collector 1168 1 12 0 1750 40 46 864 614 613 Rt 80 collector 1843 1 12 0 1700 40 46 865 615 614 Rt 80 collector 4635 1 12 0 1700 40 46 866 616 615 Rt 80 collector 1319 1 12 0 1750 40 36 867 617 616 Rt 80 collector 2804 1 12 0 1700 40 36 868 618 617 Rt 80 collector 4419 1 12 0 1700 40 36 869 619 618 Rt 80 collector 2945 1 12 0 1700 40 36 870 619 637 Kennerly Rd collector 1419 1 12 0 1700 40 36 871 620 621 Rt 80 collector 3417 1 12 0 1700 40 35 872 621 622 Rt 80 collector 3639 1 12 0 1700 40 35 873 622 623 Rt 80 collector 1663 1 12 0 1700 40 35 874 623 624 Rt 80 collector 1026 1 12 0 1700 40 36 875 624 625 Rt 80 collector 1288 1 12 0 1700 40 36 876 625 626 SR S-40-612 collector 3712 1 12 0 1700 40 35 877 625 628 Rt 80 collector 1570 1 12 0 1700 40 36 878 626 627 SR S-40-612 collector 2904 1 12 0 1700 40 35 879 627 213 SR S-40-612 collector 2534 1 12 0 1750 40 35 880 628 629 Rt 80 collector 1446 1 12 0 1700 40 36 881 629 615 Rt 80 collector 934 1 12 0 1750 40 36 882 630 392 US 76 collector 4617 1 12 1 1700 55 46 Virgil C. Summer Nuclear Station K-91 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 2
883 630 936 US 76 collector 2607 1 12 4 1700 50 46 884 6 6300 Koon Rd collector 3621 1 12 0 1750 40 46 885 632 631 Coogler Rd collector 3569 1 12 0 1700 40 46 886 633 632 Coogler Rd collector 2296 1 12 0 1700 40 47 887 634 633 Kennerly Rd collector 3654 1 12 0 1700 40 47 888 635 634 Kennerly Rd collector 2148 1 12 0 1700 40 47 889 636 635 Kennerly Rd collector 839 1 12 0 1700 40 47 890 637 619 Kennerly Rd collector 1418 1 12 0 1750 40 36 891 637 636 Kennerly Rd collector 3451 1 12 0 1700 40 36 892 638 633 Kennerly Rd collector 1732 1 12 0 1700 40 47 893 639 68 W Peach Rd collector 1566 1 12 0 1700 45 31 894 640 639 W Peach Rd collector 2611 1 12 0 1700 45 23 895 641 640 W Peach Rd collector 1865 1 12 0 1700 45 23 896 642 641 W Peach Rd collector 4074 1 12 0 1700 45 23 Greenbrier 897 642 653 Mossydale Rd collector 1458 1 12 0 1700 45 23 Greenbrier 898 643 642 Mossydale Rd collector 1539 1 12 0 1700 45 23 Greenbrier 899 644 643 Mossydale Rd collector 4046 1 12 0 1700 45 23 Greenbrier 900 645 644 Mossydale Rd collector 4176 1 12 0 1700 45 31 Greenbrier 901 646 645 Mossydale Rd collector 4800 1 12 0 1700 45 31 Greenbrier 902 646 649 Mossydale Rd collector 1150 1 12 0 1700 45 31 Virgil C. Summer Nuclear Station K-92 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 2
0 Greenbrier 904 648 679 Greenbrier Mossydale Rd collector 215631 1 1700 45 30 905 64 647 Mossydale Rd collector 4141 1 12 0 1700 45 30 Greenbrier 905 649 648 Mossydlale Rd collector 4141 1 12 0 1700 45 31 906 650 646 Perry Ln collector 3312 1 12 0 1700 45 31 907 651 650 Perry Ln collector 4780 1 12 0 1700 45 31 908 652 75 Rt 269 collector 1813 1 12 0 1700 55 23 909 652 76 Rt 269 collector 3933 1 12 0 1700 55 23 Greenbrier 910 653 652 Mossydale Rd collector 5230 1 12 0 1700 45 23 911 654 652 SR S-20-62 collector 4687 1 12 0 1700 45 23 912 655 84 Rt 269 collector 1262 1 12 0 1700 60 37 913 655 85 Rt 269 collector 2809 1 12 0 1700 60 37 914 656 655 SR S-40-59 collector 2873 1 12 0 1700 45 37 915 1 6571 6561 SR S-40-59 I collector 1 13651 11 12 1 01 17001 401 37 916 658 657 SR S-40-59 collector 2874 1 12 0 1700 40 37 917 659 658 SR S-40-59 collector 1869 1 12 0 1700 45 37 918 659 660 SR S-40-406 collector 3889 1 12 0 1700 45 37 919 660 661 SR S-40-406 collector 2490 1 12 0 1700 45 31 920 661 662 SR S-40-406 collector 2705 1 12 0 1700 45 31 921 662 663 SR S-40-406 collector 1865 1 12 0 1700 45 31 922 663 71 SR S-40-406 collector 2559 1 12 0 1700 45 31 923 664 71 US 321 collector 5614 1 12 0 1700 60 31 924 665 666 SR S-20-221 collector 1368 1 12 0 1700 45 30 Virgil C. Summer Nuclear Station K-93 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 2
0 925 666 667 SR S-20-221 collector 2875 1 120 1700 4S 30 926 667 668 SR S-20-221 collector 2182 1 12 0 1700 45 30 927 668 78 SR S-20-54 collector 4416 1 12 0 1500 45 30 928 669 670 Estes Ln collector 6857 1 12 0 1700 45 30 929 670 671 Estes Ln collector 3331 1 12 0 1700 45 30 930 671 80 SR S-270 collector 1861 1 12 0 1700 45 30 Amicks Ferry 931 672 673 Rd collector 2567 1 12 0 1575 35 41 Amicks Ferry 932 673 674 Rd collector 3232 1 12 0 1575 35 41 Amicks Ferry 933 674 675 Rd collector 1129 1 12 0 1575 35 41 Amicks Ferry 934 675 676 Rd collector 1689 1 12 0 1700 45 41 Amicks Ferry 935 676 685 Rd collector 3294 1 12 1 1700 45 40 Amicks Ferry 936 677 678 Rd collector 4292 1 12 1 1700 45 40 Amicks Ferry 937 678 679 Rd collector 3875 1 12 1 1700 55 40 Amicks Ferry 938 679 680 Rd collector 6362 1 12 1 1700 50 34 939 679 754 Lester Frick Rd collector 2669 1 12 0 1700 55 40 Amicks Ferry 940 680 681 Rd collector 1597 1 12 0 1700 50 34 Amicks Ferry 941 681 682 Rd collector 1811 1 12 0 1575 35 34 Virgil C. Summer Nuclear Station K-94 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 2
Amicks Ferry 942 682 683 Rd collector 2014 1 12 0 1575 35 34 Amicks Ferry 943 683 684 Rd collector 1097 1 12 0 1750 35 34 944 684 233 US 76 collector 1377 1 12 0 1750 45 34 945 684 234 US 76 collector 1375 1 12 0 1700 40 34 local 946 684 931 Columbia Ave roadway 280 1 12 1 450 10 34 Amicks Ferry 947 685 677 Rd collector 1196 1 12 1 1700 45 40 948 686 227 US 76 collector 3054 1 12 1 1700 60 41 949 686 228 US 76 collector 2477 1 12 1 1700 60 41 950 687 686 Wessinger Rd collector 1204 1 12 0 1750 40 41 951 688 687 Wessinger Rd collector 2705 1 12 0 1700 40 41 952 689 688 Wessinger Rd collector 1055 1 12 0 1700 40 41 953 690 689 Wessinger Rd collector 3168 1 12 0 1700 40 41 954 691 690 Wessinger Rd collector 1766 1 12 0 1700 40 41 Old Lexington 955 691 706 Hwy collector 1728 1 12 0 1700 45 41 Old Lexington 956 692 691 Hwy collector 5334 1 12 0 1700 45 41 Old Lexington 957 693 692 Hwy collector 3586 1 12 0 1700 50 41 958 694 691 Wessinger Rd collector 3727 1 12 0 1700 40 41 959 695 694 Wessinger Rd collector 2497 1 12 0 1700 40 41 960 696 695 Wessinger Rd collector 3057 1 12 0 1700 40 41 961 697 696 Wessinger Rd collector 2320 1 12 0 1700 40 41 Virgil C. Summer Nuclear Station K-95 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 2
Old Lexington 963 699 698 Hwy collector 1973 1 12 0 1700 40 34 Murray Lindler 964 700 231 Rd collector 3131 1 12 0 1700 40 34 Old Lexington 965 700 699 Hwy collector 1824 1 12 0 1700 40 34 Old Lexington 966 700 701 Hwy collector 1456 1 12 0 1700 45 34 Old Lexington 967 701 700 Hwy collector 1456 1 12 0 1700 45 34 Old Lexington 968 701 702 Hwy collector 3846 1 12 0 1700 45 41 969 702 230 Primrose Ln collector 4732 1 12 0 1750 40 34 Old Lexington 970 702 701 Hwy collector 3846 1 12 0 1700 45 41 Old Lexington 971 702 703 Hwy collector 2669 1 12 0 1700 45 41 Old Lexington 972 703 702 Hwy collector 2669 1 12 0 1700 45 41 Old Lexington 973 703 704 Hwy collector 1637 1 12 0 1700 45 41 Old Lexington 974 704 703 Hwy collector 1637 1 12 0 1700 45 41 Old Lexington 975 704 705 Hwy collector 2422 1 12 0 1700 45 41 Old Lexington 976 705 704 Hwy collector 2421 1 12 0 1700 45 41 Virgil C. Summer Nuclear Station K-96 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 2
Old Lexington 978 705 769 Old HwyLexington collector 1288 1 120 Old Lexington 1700 45 41 979 706 705 Hwy collector 2888 1 12 0 1700 45 41 Murray Lindler 980 707 700 Rd collector 2555 1 12 0 1700 40 34 Murray Lindler 981 708 707 Rd collector 2359 1 12 0 1700 40 41 982 709 222 Marina Rd collector 4303 1 12 0 1750 40 43 983 710 225 SR S-40-1333 collector 3196 1 12 0 1750 40 42 Johnson 984 710 717 Marina Rd collector 2543 1 12 0 1700 40 42 985 711 710 SR S-40-1333 collector 2525 1 12 0 1700 40 42 986 712 711 SR S-40-1333 collector 2297 1 12 0 1700 40 42 Iohnson 987 713 710! Marina Rd collector 3096 1 12 0 1700 40 42 Forrest Shealy 988 713 817 Rd collector 1342 1 12 0 1700 40 42 Johnson 989 714 713 Marina Rd collector 619 1 12 0 1700 40 42 Johnson 990 715 714 Marina Rd collector 3146 1 12 0 1700 40 42 Johnson 991 716 715 Marina Rd collector 3262 1 12 0 1700 40 42 992 717 224 US 76 collector 822 1 12 2 1700 45 42 993 717 854 US 76 collector 5542 1 12 2 1700 45 43 Virgil C. Summer Nuclear Station K-97 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 2
994 718 719 Rt 391 collector 3418 1 120 1700 55 32 995 719 720 Rt 391 collector 2543 1 12 0 1700 55 32 Macedonia 996 721 722 Church Rd collector 5062 1 12 2 1700 50 40 Macedonia 997 722 723 Church Rd collector 3505 1 12 2 1700 60 39 Macedonia 998 723 724 Church Rd collector 3506 1 12 2 1700 60 39 Macedonia 999 724 728 Church Rd collector 1633 1 12 2 1700 60 39 1000 724 788 SR S-36-20 collector 2469 1 12 0 1700 50 39 1001 725 722 SR S-32-231 collector 2994 1 10 0 1700 45 40 1002 725 726 SR S-32-231 collector 6831 1 10 0 1700 50 40 1003 726 725 SR S-32-231 collector 6831 1 10 0 1700 50 40 1004 726 929 SR S-32-231 collector 1860 1 12 1 1700 50 40 1005 727 750 SR 5-32-231 collector 2022 1 12 1 1700 50 40 1006 728 1 729 Seibert Rd collector 1 1798 1 1 12 0 1700 50 39 Macedonia 1007 728 736 Church Rd collector 1747 1 12 2 1700 60 39 1008 729 730 Seibert Rd collector 1813 1 12 0 1700 50 39 1009 730 731 Seibert Rd collector 3001 1 12 0 1700 50 39 1010 731 732 Seibert Rd collector 3083 1 12 0 1700 50 39 1011 732 733 Seibert Rd collector 4993 1 12 0 1700 50 39 1012 733 734 SR S-36-71 collector 2177 1 12 0 1700 50 39 1013 734 735 SR S-36-71 collector 3339 1 12 0 1700 50 39 1014 735 719 SR S-36-71 collector 2635 1 12 0 1700 50 32 Virgil C. Summer Nuclear Station K-98 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 2
Macedonia 1016 737 738 Church Rd collector 23441722 1700 60 32 Macedonia 1017 738 739 Church Rd collector 51731424 1700 60 32 Macedonia 1018 739 740 Church Rd collector 15271 12 21700 55 32 Macedonia 1019 740 741 Church Rd collector 61151 12 21700 40 32 Macedonia 1020 741 742 Church Rd collector 2436 1 12 2 1700 40 32 1021 741 744 SR S-36-41 collector 4814 1 12 0 1700 45 32 Macedonia 1022 742 743 Church Rd collector 5325 1 12 2 1700 40 32 local 1023 743 254 S Main St roadway 5783 1 12 2 1750 15 32 1024 744 745 SR S-36-41 collector 1319 1 12 0 1700 45 32 1025 745 746 SR S-36-41 collector 2503 1 12 0 1700 45 32 1026 746 260 SR S-36-41 collector 1401 1 12 0 1700 40 32 1027 747 725 State Park Rd collector 6042 1 12 0 1700 40 40 1028 748 747 State Park Rd collector 4457 1 12 0 1700 40 40 1029 749 758 SR S-36-72 collector 2769 1 12 0 1700 50 33 1030 749 763 SR 5-36-20 collector 3689 1 12 0 1700 50 33 1031 7S0 751 SR S-32-231 collector 1506 1 12 1 1700 45 40 St Peters 1032 741 7S2 Church Rd collector 2349 1 12 0 1700 55 40 1033 751 755 SR S-36-72 collector 3015 1 12 0 1700 50 40 Virgil C. Summer Nuclear Station K-99 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 2
st Peters 1034 752 751 Church Rd collector 2348 1 12 0 1700 55 40 St Peters 1035 752 753 Church Rd collector 2409 1 12 0 1700 55 40 St Peters 1036 753 752 Church Rd collector 2409 1 12 0 1700 55 40 1037 753 754 Lester Frick Rd collector 2776 1 12 0 1700 55 40 1038 754 679 Lester Frick Rd collector 2669 1 12 0 1700 55 40 1039 754 753 Lester Frick Rd collector 2776 1 12 0 1700 55 40 1040 755 756 SR S-36-72 collector 1897 1 12 0 1700 50 33 1041 755 776 Westwoods Dr collector 1759 1 12 0 1700 50 33 1042 756 757 SR S-36-72 collector 2599 1 12 0 1700 50 33 1043 757 749 SR S-36-72 collector 1796 1 12 0 1700 50 33 1044 758 759 SR S-36-72 collector 1831 1 12 0 1700 50 33 1045 759 760 SR S-36-72 collector 3726 1 12 0 1700 50 32 1046 760 739 SR S-36-72 collector 8072 1 12 0 1700 50 32 1047 760 768 SR S-36-211 collector 5238 1 12 0 1700 50 32 1048 761 726 R B Baker Dr collector 2011 1 12 0 1700 40 40 1049 762 761 R B Baker Dr collector 4655 1 12 0 1700 40 40 1050 763 764 SR S-36-20 collector 1998 1 12 0 1700 50 33 1051 764 765 SR S-36-20 collector 1628 1 12 0 1700 50 33 1052 765 766 SR S-36-20 collector 3127 1 12 0 1700 50 33 1053 766 767 SR 5-36-20 collector 5161 1 12 0 1700 50 33 1054 767 239 US 76 collector 2908 1 12 1 1700 40 33 1055 767 240 US 76 collector 1217 1 12 1 1700 55 33 1056 768 769 SR S-36-211 collector 1481 1 12 0 1700 50 33 Virgil C. Summer Nuclear Station K-100 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 2
F 1057 769 770 SR S-36-211 collector 928 1 120 1700 50 33 1058 770 771 SR S-36-211 collector 1376 1 12 0 1700 50 33 1059 771 772 SR S-36-211 collector 3591 1 12 0 1700 50 32 1060 772 773 SR S-36-211 collector 1869 1 12 0 1700 50 32 1061 773 774 SR S-36-211 collector 569 1 12 0 1700 50 32 1062 774 775 SR S-36-211 collector 2868 1 12 0 1700 50 32 1063 775 241 US 76 collector 978 1 12 1 1700 55 33 1064 775 242 US 76 collector 2803 1 12 1 1700 55 32 1065 776 777 Westwoods Dr collector 929 1 12 0 1700 50 33 1066 777 778 Westwoods Dr collector 5717 1 12 0 1700 50 33 Millers Branch 1067 777 933 Rd collector 1656 1 12 0 1700 45 33 1068 778 779 Westwoods Dr collector 1060 1 12 0 1700 50 33 1069 779 780 Westwoods Dr collector 5206 1 12 0 1700 50 33 1070 780 781 Westwoods Dr collector 4184 1 12 0 1750 50 34 St Peters 1071 781 234 Church Rd collector 1354 1 12 0 1700 50 34 1072 782 783 SR S-32-231 collector 4640 1 12 0 1700 45 33 1073 783 784 SR S-32-231 collector 3327 1 12 0 1700 45 33 1074 784 785 SR S-32-231 collector 907 1 12 0 1575 35 33 1075 785 786 SR S-32-231 collector 554 1 12 0 1575 35 33 1076 786 787 Mountain St collector 3740 1 12 0 1575 35 33 1077 1 787 1 932 1 Mountain St collector 1290 1 1 12 0 1575 35 33 1078 788 789 SR S-36-20 collector 1796 1 12 0 1700 50 40 1079 789 792 SR S-36-20 collector 1021 1 12 0 1700 50 40 1080 790 791 SR S-36-20 collector 2989 1 1 0 1700 50 40 Virgil C. Summer Nuclear Station K-101 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 2
1081 791 749 SR S-36-20 collector 5326 1 120 1700 50 33 1082 792 790 SR S-36-20 collector 2406 1 12 0 1700 50 40 1083 793 794 Pettus Ln collector 2211 1 12 0 1700 45 17 1084 794 795 Lanewood Rd collector 5015 1 12 0 1700 45 17 1085 794 796 Pettus Ln collector 1309 1 12 0 1700 45 17 1086 795 354 Lanewood Rd collector 2903 1 12 0 1700 45 17 Mt Bethel 1087 796 797 Garmany Rd collector 3488 1 12 0 1700 45 10 Mt Bethel 1088 797 397 Garmany Rd collector 8409 1 12 0 1700 45 10 1089 798 93 Clark Bridge Rd collector 2319 1 12 0 1700 40 14 1090 799 798 Clark Bridge Rd collector 4277 1 12 0 1700 40 14 1091 800 798 Brooks Dr collector 2355 1 12 0 1700 40 14 1092 801 800 Brooks Dr collector 3449 1 12 0 1700 40 14 1093 802 801 Brooks Dr collector 2483 1 12 0 1700 40 14 1094 803 482 SR S-20-48 collector 4662 1 12 0 17001 50 21 Kincaid Bridge v
I 10951 8041 546 Rd collector 1 53161 11 121 11 17001 551 15 1096 805 69 US 321 collector 5404 1 12 0 1700 60 31 1097 805 70 US 321 collector 4683 1 12 0 1700 60 31 minor 1098 806 807 US 76 arterial 932 2 12 0 1900 45 25 minor 1099 806 879 US 76 arterial 768 2 12 0 1900 45 25 minor 1100 807 806 US 76 arterial 932 2 12 0 1750 45 25 Virgil C. Summer Nuclear Station K-102 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 2
minor 1102 808 807 US 76 arterial 2916 2 120 1900 45 17 minor 1103 808 809 US 76 arterial 2954 2 120 1750 45 17 minor 1104 809 808 US 76 arterial 954 2 12 0 1750 45 17 minor 1105 809 810 US 76 arterial 986 2 12 0 1750 40 17 minor 1106 809 811 Rt 219 arterial 1564 2 12 0 1900 40 17 minor 1107 810 809 US 76 arterial 986 2 12 0 1750 45 17 1108 810 811 Rt 34 collector 1540 1 12 4 1700 40 17 minor 1109 810 813 US 76 arterial 5107 2 12 0 1750 40 17 minor 1110 811 812 Rt 34 arterial 2054 2 12 0 1900 40 17 minor 1111 812 814 Rt 34 arterial 2107 2 12 0 1900 40 17 minor 1112 813 810 US 76 arterial 5107 2 12 0 1750 40 17 minor 1113 813 848 US 76 arterial 1631 2 12 0 1750 45 17 1114 815 686 SR S-40-405 collector 2304 1 12 0 1750 40 41 1115 816 815 SR S-40-405 collector 5765 1 12 0 1700 40 34 1116 817 818 SR S-40-1403 collector 1708 1 12 0 1700 40 42 Virgil C. Summer Nuclear Station K-103 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 2
1117 818 226 SR S-40-1403 collector 2188 1 120 1750 40 42 1118 819 226 SR S-40-1403 collector 2087 1 12 0 1750 40 42 1119 820 819 SR S-40-1403 collector 1239 1 12 0 1700 40 35 minor 1120 821 222 US 76 arterial 2188 2 12 2 1750 40 43 minor 1121 821 223 US 76 arterial 1708 2 12 2 1900 45 43 1-26 on-ramp freeway 1122 822 823 from US 76 ramp 1521 1 12 4 1700 45 49 minor 1123 822 868 US 76 arterial 261 2 12 1 1900 55 49 minor 1124 822 935 US 76 arterial 248 2 12 1 1900 55 49 1125 823 824 1-26 freeway 1321 3 12 12 2250 70 49 1126 823 869 1-26 freeway 598 3 12 12 2250 75 49 1127 824 823 1-26 freeway 1321 3 12 12 2250 70 49 1-26 on-ramp freeway 1128 825 388 from US 76 ramp 1404 1 12 4 1700 45 49 minor 1129 825 870 US 76 arterial 453 2 12 1 1900 55 49 minor 1130 825 919 US 76 arterial 919 2 12 1 1750 55 49 1131 826 827 US 76 collector 1716 1 12 1 1700 45 49 1132 826 919 US 76 collector 818 1 12 1 1750 55 49 1133 827 826 US 76 collector 1714 1 12 1 1700 45 49 minor 1134 828 457 W Moultrie St arterial 3036 2 12 0 1750 40 16 Virgil C. Summer Nuclear Station K-104 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 2
local 1136 829 458 W Liberty St roadway 2355 1 124 1750 25 16 W Washington local 1137 829 830 St roadway 1509 1 12 4 1125 25 16 W Washington local 1138 830 459 St roadway 1007 1 12 4 1750 25 16 local 1139 830 831 N Garden St roadway 978 1 12 4 1125 25 16 local 1140 831 460 WCollegeSt roadway 980 1 12 4 1750 25 16 S LakeAccess minor 1141 832 833 Rd arterial 1597 2 12 0 1900 40 20 S Lake Access minor 1142 833 834 Rd arterial 975 2 12 0 1900 40 20 S Lake Access minor 1143 834 835 Rd arterial 1025 2 12 0 1900 40 20 S Lake Access minor 1144 835 836 Rd arterial 750 2 12 0 1900 40 28 S Lake Access minor 1145 836 837 Rd arterial 621 2 12 0 1900 40 28 S Lake Access minor 1146 837 838 Rd arterial 2071 2 12 0 1900 40 28 S Lake Access minor 1147 838 839 Rd arterial 1913 2 12 0 1900 40 28 S Lake Access minor 1148 839 840 Rd arterial 1201 2 12 0 1900 40 28 Virgil C. Summer Nuclear Station K-105 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 2
S Lake Access minor 1149 840 841 Rd arterial 1929 2 120 1900 40 28 S Lake Access minor 1150 841 471 Rd arterial 1549 2 12 0 1900 40 28 local 1151 842 331 Bulldog Dr roadway 448 1 12 0 1750 15 17 minor 1152 843 809 Rt 219 arterial 818 2 12 0 1750 45 17 local 1153 844 843 Heritage Dr roadway 483 1 12 0 1750 20 17 local 1154 845 843 Heritage Dr roadway 377 1 12 0 1750 20 17 1155 846 813 Kinard St collector 633 1 12 0 1750 40 17 1156 847 813 Kinard St collector 602 1 12 0 1750 40 17 minor 1157 848 813 US 76 arterial 1631 2 12 0 1750 40 17 1158 849 848 Evans St collector 509 1 12 0 1750 40 17 School local 1159 850 214 Entrance roadway 339 1 12 0 1750 15 43 1160 852 218 US 76 collector 1811 1 12 1 1750 50 43 1161 852 219 US 76 collector 1651 1 12 1 1700 45 43 minor 1162 854 223 US 76 arterial 602 2 12 2 1900 45 43 1163 854 717 US 76 collector 5542 1 12 2 1700 45 43 1164 855 232 US 76 collector 860 1 12 0 1700 45 34 1165 855 233 US 76 collector 350 1 12 0 1750 45 34 1166 855 267 Peak St collector 739 1 12 0 1700 40 34 1167 857 234 US 76 collector 950 1 12 0 1700 40 34 Virgil C. Summer Nuclear Station K-106 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 2
0 1168 857 235 US 76 collector 4738 1 12 0 1700 55 34 1169 858 242 US 76 collector 5070 1 12 1 1700 55 32 1170 858 243 US 76 collector 2131 1 12 1 1750 55 26 School local 1171 859 858 Entrance roadway 455 1 12 0 1750 15 32 1172 860 246 US 76 collector 1254 1 12 0 1700 40 32 1173 860 861 US 76 collector 3196 1 12 0 1575 35 26 1174 861 245 US 76 collector 5181 1 12 0 1700 50 26 1175 861 860 US576 collector 3196 1 12 0 1575 35 26 1176 864 378 1-26 freeway 2636 2 12 12 2250 75 35 1177 864 379 1-26 freeway 302 2 12 12 2250 75 43 1-26 off-ramp freeway 1178 864 874 to US 176 ramp 1069 1 12 8 1700 45 43 1179 865 215 US 176 collector 161 1 12 0 1700 45 43 1180 865 216 US 176 collector 4520 1 12 0 1700 55 43 1181 866 385 1-26 freeway 358 2 12 12 2250 75 43 1182 866 386 1-26 freeway 8987 2 12 12 2250 75 43 1-26 off-ramp freeway 1183 866 873 to USl176 ramp 981 1 12 8 1700 45 43 1-26 off-ramp freeway 1184 867 868 to US 76 ramp 519 1 12 4 1350 30 49 minor 1185 868 822 US 76 arterial 261 2 12 1 1750 55 49 minor 1186 868 8701 US 76 1arterial 628 2 12 1 1900 55 49 1187 869 823 11-26 1freeway 598 3 12 12 2250 70 49_
Virgil C.Summer Nuclear Station K-107 KID Engineering, P.C.
Evacuation Time Estimate Rev. 2
1-26 off-ramp freeway 1188 869 867 to US 76 ramp 624 1 124 1350 30 49 1189 869 871 1-26 freeway 644 3 12 12 2250 75 49 minor 1190 870 825 US 76 arterial 448 2 12 1 1900 55 49 minor 1191 870 868 US 76 arterial 627 2 12 1 1900 55 49 1192 871 388 1-26 freeway 389 2 12 12 2250 75 49 1193 871 869 1-26 freeway 643 3 12 12 2250 75 49 1-26 off-ramp freeway 1194 871 872 to US 76 ramp 477 1 12 4 1350 30 49 1-26 off-ramp freeway 1195 872 870 to US 76 ramp 407 1 12 4 1350 30 49 1-26 off-ramp freeway 1196 873 382 to US 176 ramp 1214 1 12 8 1700 45 35 1-26 off-ramp freeway 1197 874 865 to US 176 ramp 897 1 12 8 1700 45 43 1-26 off-ramp freeway 1198 875 877 to Rt 202 ramp 562 1 12 6 1350 30 27 1199 876 283 Rt 202 collector 2418 1 12 0 1700 40 27 1200 876 298 Rt 202 collector 275 1 12 0 1700 40 27 1201 877 282 Rt 202 collector 235 1 12 0 1700 40 27 1202 877 298 Rt 202 collector 740 1 12 0 1700 40 27 minor 1203 879 350 US 76 arterial 2732 2 12 0 1900 50 25 minor 1204 8791 806 US 76 arterial 768 2 12 0 1750 45 25 Virgil C. Summer Nuclear Station K-108 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 2
Water Cousins minor 1205 880 806 Rd arterial 489 2 12 0 1750 30 25 1206 881 808 Johnstone St collector 636 1 12 0 1750 40 17 local 1207 882 808 Johnstone St roadway 572 1 12 0 1750 30 17 1208 883 191 Peak Rd collector 2600 1 12 0 1700 40 28 1209 884 533 SR S-35-9734 collector 1787 1 12 0 1700 50 19 Hughey Ferry 1210 885 538 Rd collector 1623 1 12 0 1700 50 19 1211 886 515 Unnamed Road collector 2570 1 12 0 1700 40 20 1212 887 424 Old Blair Rd collector 2166 1 11 0 1700 40 12 1213 888 441 SR S-36-55 collector 2308 1 12 0 1700 40 11 1214 889 793 Pettus Ln collector 1410 1 12 0 1700 45 10 1215 890 531 Strother Rd collector 1444 1 12 0 1700 55 13 1216 891 799 Clark Bridge Rd collector 1765 1 12 0 1700 40 14 1217 892 802 Brooks Dr collector 1655 1 12 0 1700 40 21 Ashford Ferry 1218 893 598 Rd collector 2034 1 12 0 1700 60 3 Old Douglass 1219 894 583 Rd collector 1582 1 12 0 1700 60 3 S Lake Access 1220 895 13 Rd collector 959 1 12 0 1900 40 20 1221 896 654 SR S-20-62 collector 1604 1 12 0 1700 40 23 1222 897 550 Sandy Ln Exd collector 1209 1 12 0 1700 40 16 Scotts Crossing 1223 899 479 Rd collector 1397 1 12 0 1700 40 22 1224 900 651 Perry Ln collector 1008 1 12 0 1700 40 31 Virgil C. Summer Nuclear Station K-109 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 2
1225 901 659 Shantar Rd collector 1097 1 12 4 1700 40 31 Johnson 1226 902 716 Marina Rd collector 1080 1 12 0 1700 40 44 1227 903 712 SR S-40-1333 collector 1274 1 12 0 1700 40 42 1228 904 709 Marina Rd collector 1540 1 12 0 1700 40 43 1229 905 638 Kennerly Rd collector 1788 1 12 0 1700 40 47 1230 906 604 SR S-40-592 collector 1003 1 12 4 1700 40 35 Fulmer Bottom 1231 907 610 Rd collector 1704 1 12 0 1700 40 35 1232 908 820 SR S-40-1403 collector 1812 1 12 0 1700 40 35 1233 909 816 SR 5-40-405 collector 1369 1 12 0 1700 40 35 Murray Lindler 1234 910 708 Rd collector 2031 1 12 0 1700 40 41 Amicks Ferry 1235 911 672 Rd collector 1977 1 12 0 1700 35 41 1236 912 697 Wessinger Rd collector 2286 1 12 0 1700 40 41 Old Lexington 1237 913 693 Hwy collector 1977 1 12 0 1700 50 41 Macedonia 1238 914 721 Church Rd collector 1716 1 12 2 1700 40 40 1239 915 748 State Park Rd collector 1095 1 12 0 1700 40 40 1240 916 762 R B Baker Dr collector 1606 1 12 0 1700 40 40 1241 918 619 SR S-40-217 collector 1065 1 12 0 1750 40 36 minor 1242 919 825 US 76 arterial 919 2 12 1 1900 55 49 1243 919 826 US 76 collector 818 1 12 1 1700 55 49 1244 920 919 Western Ln collector 517 1 12 0 1750 45 49 KLD Engineering, P.C.
Virgil C. Summer Nuclear Station K-lb K-110 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 2
1245 921 810 Rt 34 collector 1175 1 201750 40 17 Mt Bethel 1246 922 921 Garmany Rd collector 235 1 12 0 1750 45 17 1247 923 921 Heritage Dr collector 336 1 12 0 1750 45 17 1248 924 103 Rt 215 collector 5210 1 12 0 1700 60 6 local 1249 925 448 SR S-20-248 roadway 444 1 12 0 1750 25 16 1250 926 448 9th St collector 548 1 12 0 1750 45 16 local 1251 927 254 Rt 391 roadway 1353 1 12 0 1750 15 32 1252 927 928 Rt 391 collector 1408 1 16 0 1575 35 32 local 1253 928 248 Rt 391 roadway 1178 1 16 0 900 20 25 local 1254 928 927 Rt 391 roadway 1408 1 16 0 675 15 32 1255 929 727 SR 5-32-231 collector 3086 1 12 1 1700 50 40 1256 930 270 SR S-40-39 collector 2643 1 12 1 1700 55 34 1257 930 271 Columbia Ave collector 2576 1 12 1 1700 40 34 1258 931 267 Columbia Ave collector 1752 1 12 1 1700 45 34 local 1259 931 684 Columbia Ave roadway 280 1 12 1 450 10 34 1260 932 238 US 76 collector 2203 1 12 1 1700 50 33 1261 932 239 US 76 collector 331 1 12 0 1700 40 33 1262 933 782 SR S-32-231 collector 2543 1 12 0 1700 45 33 1263 934 806 Rt 34 collector 588 1 12 0 1750 45 25 minor 1264 935 394 US 76 arterial 1229 2 12 1 1700 55 48 Virgil C. Summer Nuclear Station K-111 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 2
minor 1265 935 822 US 76 arterial 248 2 12 1 1750 55 49 minor 1266 936 218 US 76 arterial 738 2 121 1750 50 46 1267 936 630 US 76 collector 2607 1 12 1 1750 50 46 St Peters 1268 937 781 Church Rd collector 635 1 12 0 1750 50 34 1269 8363 363 1-26 freeway 1342 2 12 12 2250 75 17 1270 8401 401 US 121 collector 3249 1 12 0 1700 60 4 1271 8470 470 US 321 collector 1969 1 12 0 1700 60 9 1272 8664 664 US 321 collector 3261 1 12 0 1700 60 37 minor 1273 8813 848 US 76 arterial 1251 2 12 0 1750 45 17 1274 8824 824 1-26 freeway 1160 3 12 12 2250 70 49 1275 8827 827 US 76 collector 710 1 12 1 1700 45 49 (exit link) 363 8363 1-26 freeway 1342 2 12 12 1700 40 17 (exit link) 824 8824 1-26 freeway 1160 3 12 12 2250 70 49 (exit local link) 395 8395 N Woodrow St roadway 1821 1 12 0 1700 40 48 (exit minor link) 141 8141 Route 200 arterial 1518 1 12 0 1700 40 16 (exit link) 32 8032 Rt 215 collector 2711 1 12 0 1700 40 37 (exit link) 111 8111 Rt 215 collector 1385 1 12 0 1700 60 2 Virgil C. Summer Nuclear Station K-112 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 2
(exit link) 814 88614 Rt 34 collector 1311 1 12 1700 55 25 (exit link) 720 8720 Rt 391 collector 2561 1 120 1700 45 39 (exit link) 391 8391 Rt 69 collector 1147 1 12 0 1700 40 45 (exit local link) 426 8426 SR 5-36-45 roadway 1418 1 12 0 1700 30 5 (exit local link) 423 8423 Tyger River Rd roadway 3508 1 12 0 1700 45 1 (exit link) 401 8401 US 121 collector 3249 1 12 0 1700 40 4 (exit link) 470 8470 US 321 collector 1969 1 12 0 1700 40 9 (exit link) 664 8664 US 321 collector 3259 1 12 0 1700 40 37 (exit link) 827 8827 US 76 collector 710 1 12 1 1900 55 49 (exit minor link) 848 8813 US 76 arterial 1251 2 12 0 1900 55 17 Virgil C. Summer Nuclear Station K-113 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 2
Table K-2. Nodes in the Link-Node Analysis Network which are Controlled x* . S S Coodiat CoriatotrlGi 4od 191149 8999 Sto 21eume 8 1912834 885637 Pretimed 29 17 1922710 880371 Pretimed 29 27 1959516 856040 Stop 37 46 1946653 917919 Stop 15 52 1962746 913783 Stop 23 53 1963597 914208 Stop 23 57 1973568 914560 Pretimed 16 64 1975260 907486 Pretimed 23 68 1977480 889467 Stop 31 71 1979868 867804 Stop 31 78 1955055 887075 Stop 30 79 1954401 883306 Stop 30 80 1953102 879588 Stop 30 93 1910970 921436 Stop 14 96 1911338 934631 Stop 14 102 1909272 951483 Stop 6 128 1947729 940827 Stop 8 138 1969216 931057 Pretimed 16 140 1972852 931198 Stop 16 151 1893081 939309 Stop 6 159 1874758 928482 Pretimed 12 165 1851635 915925 Stop 11 167 1845917 913655 Pretimed 18 169 1907956 884375 Pretimed 28 172 1898174 878380 Pretimed 28 175 1887923 876512 Pretimed 28 190 1891330 887858 Stop 28 201 1893727 865604 Pretimed 34 203 1903507 865161 Stop 34 204 1906009 864608 Stop 34 207 1909899 856956 Stop 35 209 1913640 851564 Stop 35 213 1925727 843456 Pretimed 35 214 1927729 842036 Pretimed 43 218 1935205 833250 Pretimed 46 Virgil C. Summer Nuclear Station K-114 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 2
221 19293001 833820 Pretimed 43_____
222 I 1928264 I 833535 IPretimed I43 I 225 1916773 840828 Pretimed 42 226 1914215 840037 Pretimed 42 230 1900395 842456 Pretimed 34 231 1896717 845605 Stop 34 233 1894029 848768 Pretimed 34 234 1891345 849384 Stop 34 239 1875232 859771 Stop 33 243 1854069 866898 Pretimed 26 248 1837043 867416 Stop 25 254 1839168 864158 Pretimed 32 260 1839068 854571 Stop 32 267 1894506 849346 Stop 34 272 1902600 853098 Pretimed 34 273 1902065 852662 Pretimed 34 302 1861003 875622 Stop 26 303 1860450 875186 Stop 26 308 1868304 891041 Stop 19 322 1835238 895469 Stop 17 323 1834676 895072 Stop 17 331 1824807 891723 Pretimed 17 350 1823747 884118 Stop 25 354 1835799 906986 Stop 17 358 1826624 902132 Stop 17 359 1826137 901705 Stop 17 382 1927396 842532 Stop 35 393 1942238 827663 Pretimed 48 397 1840210 922799 Stop 11 399 1828255 933751 Stop 10 400 1825745 936206 Stop 10 404 1869018 933975 Stop 12 420 1851300 955539 Yield 5 446 1969584 923355 Pretimed 16 447 1969639 922538 Stop 16 448 1970546 918993 Pretimed 16 457 1974218 925375 Pretimed 16 458 1974034 926067 Pretimed 16 Virgil C. Summer Nuclear Station K-11S KLD Engineering, P.C.
Evacuation Time Estimate Rev. 2
459 1973850 926725 Pretimed 16 460 1973598 927665 Pretimed 16 463 1969317 935131 Yield 16 469 1962095 947214 Stop 9 479 1940013 892676 Stop 22 482 1931941 900827 Stop 21 500 1903122 926920 Yield 13 527 1894645 936764 Stop 13 536 1868872 895862 Stop 19 545 1862986 922093 Stop 12 550 1964975 915338 Stop 16 584 1924062 955240 Yield 7 594 1909281 952258 Stop 6 601 1911161 865403 Stop 35 605 1918180 848835 Stop 35 610 1928355 857925 Stop 35 612 1934327 834519 Pretimed 46 615 1934959 841889 Pretimed 46 619 1945994 844321 Pretimed 36 630 1938052 831492 Pretimed 46 631 1940848 833793 Stop 46 633 1946188 835599 Stop 47 642 1968923 894388 Yield 23 646 1962281 881967 Stop 31 652 1965497 900096 Stop 23 655 1959414 863337 Stop 37 659 1967367 865431 Stop 37 668 1952124 890379 Stop 30 679 1886283 838746 Stop 41 684 1892686 849075 Pretimed 34 686 1907342 838209 Pretimed 41 691 1903740 829368 Stop 41 700 1894831 843105 Stop 34 710 1918583 838193 Stop 42 717 1920631 839702 Stop 42 719 1839724 844591 Stop 32 722 1863353 831314 Stop 40 725 1865777 832965 Stop 40 Virgil C.Summer Nuclear Station K-116 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 2
726 1872125 835489 Stop 40 733 1844027 837778 Stop 39 739 1853671 849858 Stop 32 749 1869063 845416 Stop 33 751 1876870 841585 Stop 40 767 1872413 859055 Stop 33 774 1861054 858669 Stop 32 775 1862229 861286 Stop 33 781 1890101 848848 Pretimed 34 PID 151t~ ~1i tOpL45!!
ZILI 798 1913276 921193 Stop 14 806 1822011 887157 Pretimed 25 808 1820403 890653 Pretimed 17 809 1819990 891514 Pretimed 17 810 1819404 892307 Pretimed 17 811 1818491 891066 Stop 17 813 1816406 896442 Pretimed 17 822 1946539 824365 Pretimed 49 843 1820805 891629 Pretimed 17 848 1815511 897807 Pretimed 17 855 1894349 848623 Stop 34 858 1855883 865773 Pretimed 32 865 1928364 840412 Stop 43 868 1946797 824324 Stop 49 870 1947425 824291 Stop 49 876 1875629 867952 Stop 27 877 1875868 868936 Stop 27 919 1948780 824120 Pretimed 49 921 1819933 893357 Pretimed 17 932 1875529 859918 Stop 33 933 1875094 846501 Stop 33 935 1946313 824468 Stop 49 Virgil C. Summer Nuclear Station K-117 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 2
APPENDIX I Protective Action Zone Boundaries
L. PROTECTIVE ACTION ZONE BOUNDARIES PAZ A-O County: Fairfield Defined as the area within the following boundaries: Bounded on the north by a line from Friendship Church on Cole Trofel Road east across Monticello Reservoir to the northern junction of S-213 and 5-215. Bounded on the east by both sides of S-215 from the junction of S-213 and S-215 to Parr Road.
Bounded on the south by both sides of Parr Road. Bounded on the west by Broad River, from the Broad River along the south side of the dirt extension of Cole Trofel Road and along the east side of Cole Trofel Road to Friendship Church.
PAZ A-1 County: Fairfield Defined as the area within the following boundaries: Bounded on the north by Dawkins Road from the Broad River to Meadow Lake Road. Bounded on the east by S-215 to the south end of the town of Monticello. Bounded on the south by a line from south of the town of Monticello on S-215 to Friendship Church along the dirt extension of Cole Trofel Road to the Broad River.
Bounded on the west by the Broad River.
PAZ A-2 County: Fairfield Defined as the area within the following boundaries: Bounded on the north by Buckhead Road. Bounded on the east by Possum Branch Road to S-34 east to the junction of S-34 and Clark Bridge Road. Bounded on the south by both sides of Dawkins Road, Meadow Lake Road, and Clark Bridge Road. Bounded on the west by the Broad River.
PAZ B-i County: Fairfield Defined as the area within the following boundaries: Bounded on the north by both sides of Clark Bridge Road. Bounded on the east by the Little River.
Bounded on the south by both sides of S-213. Bounded on the west by both sides of S-215.
PAZ B-2 County: Fairfield Defined as the area within the following boundaries: Bounded on the north by both sides of Clark Bridge Road and S-34. Bounded on the east by both sides of Jackson Creek Road. Bounded on the south by both sides of Reservoir Road, Landis Road, and S-213. Bounded on the west by the Little River.
Virgil C. Summer Nuclear Station L-1 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 2
PAZ C-i County: Fairfield Defined as the area within the following boundaries: Bounded on the north by both sides of S-212 and Landis Road. Bounded on the east by both sides of Koon Store Road, Glenn's Bridge Road, S-215, and Wallaceville Road. Bounded on the south by the Broad River. Bounded on the west by Parr Road and both sides of S-213 and S-215.
PAZ C-2 County: Fairfield Defined as the area within the following boundaries: Bounded on the north by both sides of Reservoir Road, Rion Road, and Keller Miller Road to include both Kelly Miller and Greenbriar Schools. Bounded on the east by both sides of S-269 and Bookmans Mill Road then along the Fairfield County line to the Broad River. Bounded on the south by the Broad River. Bounded on the west by both sides of Wallaceville Road, S-215, Glenn's Bridge Road, Koon Store Road and Landis Road.
PAZ D-1 County: Richland Defined as the area within the following boundaries: Bounded on the north and east by the Broad River. Bounded on the south by both sides of Kennerly Road, Mt. Vernon Church Road, and 1-26. Bounded on the west by the Richland County line.
PAZ D-2 County: Lexington Defined as the area within the following boundaries: Bounded on the north, west, and east by the Lexington County line. Bounded on the south by both sides of US-76 (Chapin Road), Murray Lindler Road, Old Lexington Road including Chapin Elementary School, the Town of Chapin, and then US-76.
PAZ E-1 County: Newberry Defined as the area within the following boundaries: Bounded on the north by Cannons Creek. Bounded on the east by the Broad River. Bounded on the south by Peak (by the Newberry County line) and both sides of Capers Chapel Road. Bounded on the west by both sides of US 176 and the Town of Pomaria and New Hope Road.
PAZ E-2 County: Newberry Defined as the area within the following boundaries: Bounded on the north by both sides of US-176. Bounded on the east by the Newberry County line.
Bounded on the south by both sides of Nursery Road, US-76, the Town of Little Mountain, and US-76 including Mid-Carolina School. Bounded on the west by both sides of Old Jolly Street Road to 1-26 east to S-773 north to US -176 in Pomaria.
Virgil C. Summer Nuclear Station L-2 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 2
PAZ F-i County: Newberry Defined as the area within the following boundaries: Bounded on the north and east by the Broad River. Bounded on the south by Cannons Creek.
Bounded on the west by both sides of New Hope Road.
PAZ F-2 County: Newberry Defined as the area within the following boundaries: Bounded on the north by both sides of Mt. Pleasant Road, Broad River Road, and S-34. Bounded on the east by the Broad River, both sides of New Hope Road, S-773, and US-176.
Bounded on the south by both sides of 1-26. Bounded on the west by both sides of Bachman Chapel Road, Mud Creek Road, Livingston Road, and Ringer Road.
KLD Engineering, P.C.
Virgil C. Summer Nuclear Station L-3 L-3 Evacuation Time Estimate Rev. 2
APPENDIX M Evacuation Sensitivity Studies
M. APPENDIX M: EVACUATION SENSITIVITY STUDIES This appendix presents the results of a series of sensitivity analyses. These analyses are designed to identify changes in Evacuation Time Estimates (ETE) to changes in some base evacuation conditions.
M.1 Effect of Changes in Trip Generation Times A sensitivity study was performed to determine whether changes in the estimated trip generation time have an effect on the ETE for the entire EPZ. Specifically, if the tail of the mobilization distribution were truncated (i.e., if those who responded most slowly to the Advisory to Evacuate, could be persuaded to respond much more rapidly), how would the ETE be affected? The case considered was Scenario 6, Region 3; a winter, midweek, midday, good weather evacuation of the entire EPZ. Table M-1 presents the results of this study.
Table M-1. Evacuation Time Estimates for Trip Generation Sensitivity Study h h Peio go Pecntl 100 Pecntl 2 Hours 30 Minutes 1 2:10 1 2:40 3 Hours 30 Minutes 2:15 3:40 4 Hours 45 Minutes (Base) 2:25 4:55 The results confirm the importance of accurately estimating the trip generation (mobilization) times. The ETE for the 100th percentile closely mirror the values for the time the last evacuation trip is generated. In contrast, the 90th percentile ETE is insensitive to truncating the tail of the mobilization time distribution. As indicated in Section 7.3, there is no congestion within the EPZ after the Advisory to Evacuate.
The results of this sensitivity study indicate that programs to educate the public and encourage them toward faster responses for a radiological emergency, translates into shorter ETE at the 100th percentile. The results also justify the guidance to employ the [stable] 9 0 th percentile ETE when making protective action recommendations and decisions.
Virgil C.Summer Nuclear Station M-1 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 2
M.2 Effect of Changes in the Number of People in the Shadow Region Who Relocate A sensitivity study was conducted to determine the effect on ETE of changes in the percentage of people who decide to relocate from the Shadow Region. The case considered was Scenario 6, Region 3; a winter, midweek, midday, good weather evacuation for the entire EPZ. The movement of people in the Shadow Region has the potential to impede vehicles evacuating from an Evacuation Region within the EPZ. Refer to Section 7.1 for additional information on population within the Shadow Region.
Table M-2 presents the ETE for each of the cases considered. The results show that reducing the shadow evacuation percentage does not materially affect the ETE at either the 90th or 100yh percentiles. However, tripling the shadow percentage does affect the 90'h percentile ETE, increasing it by 30 minutes.
Table M-2. Evacuation Time Estimates for Shadow Sensitivity Study Evcatn Evcato Tim Esimt for Enie S. o **g..
0 0 2:15 4:55 15 5,105 2:15 4:55 20 (Base) 6,806 2:25 4:55 60 20,418 2:45 5:00 Virgil C. Summer Nuclear Station M-2 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 2
M.3 Effect of Changes in EPZ Resident Population A sensitivity study was conducted to determine the effect on ETE of changes in the resident population within the EPZ. As population in the EPZ changes over time, the time required to evacuate the public may increase, decrease, or remain the same. Since the ETE is related to the demand to capacity ratio present within the EPZ, changes in population will cause the demand side of the equation to change. The sensitivity study was conducted using the following planning assumptions:
- 1. The change in population within the EPZ was treated parametrically. The percent population change was varied between +/-30%. Changes in population were applied to permanent residents only (as per federal guidance), in both the EPZ area and the Shadow Region.
- 2. The transportation infrastructure remained fixed; the presence of new roads or highway capacity improvements was not considered.
- 3. The study was performed for the 2-Mile Region (RO1), the 5-Mile Region (R02), and the entire EPZ (R03).
- 4. The good weather scenario which yielded the highest ETE values was selected as the case considered in the sensitivity study (Scenario 6).
Table M-3 presents the results of the sensitivity study.Section IV of Appendix E to 10 CFR Part 50, and NUREG/CR-7002, Section 5.4, require licensees to provide an updated ETE analysis to the NRC when a population increase within the EPZ causes ETE values (for the 2-Mile Region, 5-Mile Region, or entire EPZ) to increase by 25 percent or 30 minutes, whichever is less. Note that the base ETE values for the S-Mile and entire EPZ are greater than 2 hours2.314815e-5 days <br />5.555556e-4 hours <br />3.306878e-6 weeks <br />7.61e-7 months <br />; 25 percent of the base ETE is always greater than 30 minutes. Therefore, 30 minutes is the lesser and is the criterion for updating for the 5-Mile and entire EPZ ETE. The base ETE for the 2-Mile region is 1:35; the criterion for updating would be 25 percent of this, or 25 minutes (rounded to nearest 5 minutes).
The ETE values for the 90th percentile and the 100th percentile are insensitive to changes in population between + 30 percent. The existing highway network has sufficient reserve capacity to accommodate any reasonable population increase. Reducing population has no effect because the ETE values reflect a minimum evacuation time consistent with trip generation estimates. None of the ETE meet the criteria for updating ETE between decennial Censuses.
Virgil c. Summer Nuclear Station M-3 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 2
Table M-3. ETE Variation with Population Change ResidentPopulation Base ETE for 90th 10% 20% Percentile 30% Base -10% -20% -30%
ReinPopulation Change Population Change ReinBase 10% 20% 30% Base -10% -20%A -30%
2-MILE 1:35 1:40 1:45 1:45 1:35 1:35 1:35 1:35 5-MILE 2:15 2:20 2:20 2:20 2:15 2:15 2:15 2:10 FULL EPZ 2:25 2:25 2:25 2:25 2:25 2:25 2:25 2:25 ETE for 100th Percentile Region Population Change Population Change Region Base 10% 20% 30% Base -10% -20% -30%
2-MILE 4:45 4:45 4:45 4:45 4:45 4:45 4:45 4:45 S-MILE 4:50 4:50 4:50 4:50 4:50 4:50 4:50 4:50 FULL EPZ 1 4:55 14:S 4:55 4:55 4:55 14:S 4:55 4:55 Virgil C. Summer Nuclear Station M-4 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 2
APPENDIX N ETE Criteria Checklist
N. ETE CRITERIA CHECKLIST Table N-1. ETE Review Criteria Checklist in ET Analysis 1.0 Introduction
- a. The emergency planning zone (EPZ) and surrounding area Yes Section 1 should be described.
- b. A map should be included that identifies primary features Yes Figure 1-1 of the site, including major roadways, significant topographical features, boundaries of counties, and population centers within the EPZ.
- c. A comparison of the current and previous ETE should be Yes Table 1-3 provided and includes similar information as identified in Table 1-1, "ETE Comparison," of NUREG/CR-7002.
1.1 Approach
- a. A discussion of the approach and level of detail obtained Yes Section 1.3 during the field survey of the roadway network should be provided.
- b. Sources of demographic data for schools, special facilities, Yes Section 2.1 large employers, and special events should be identified. Section 3
- c. Discussion should be presented on use of traffic control Yes Section 1.3, Section 2.2, Section 9, plans in the analysis. Appendix G
- d. Traffic simulation models used for the analyses should be Yes Section 1.3, Table 1-3, Appendix B, identified by name and version. Appendix C Virgil C. Summer Nuclear Station N-1 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 2
R Re.e Crtei Crtro Adrse Comments
- e. Methods used to address data uncertainties should be Yes Section 3 - avoid double counting described.
Section 5, Appendix F - 4% sampling error at 95% confidence interval for telephone survey 1.2 Assumptions
- a. The planning basis for the ETE includes the assumption Yes Section 2.3 - Assumption 1 that the evacuation should be ordered promptly and no Section 5.1 early protective actions have been implemented.
- b. Assumptions consistent with Table 1-2, "General Yes Sections 2.2, 2.3 Assumptions," of NUREG/CR-7002 should be provided and include the basis to support their use.
1.3 Scenario Development
- a. The ten scenarios in Table 1-3, Evacuation Scenarios, Yes Tables 2-1, 6-2 should be developed for the ETE analysis, or a reason should be provided for use of other scenarios.
1.3.1 Staged Evacuation
- a. A discussion should be provided on the approach used in Yes Sections 5.4.2, 7.2 development of a staged evacuation.
1.4 Evacuation Planning Areas
- b. A table should be provided identifying the ERPAs Yes Table 6-1 considered for each ETE calculation by downwind direction in each sector.
Virgil C. Summer Nuclear Station N-2 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 2
NR eve Crtei Crtro Addese Comment I~i ET Analysis -
- c. A table similar to Table 1-4, "Evacuation Areas Tor a Staged Yes Table 7-5 Evacuation Keyhole," of NUREG/CR-7002 should be provided and includes the complete evacuation of the 2, 5, and 10 mile areas and for the 2 mile area/5 mile keyhole evacuations.
2.0 Demand Estimation
- a. Demand estimation should be developed for the four Yes Permanent residents, employees, population groups, including permanent residents of the transients - Section 3, Appendix E EPZ, transients, special facilities, and schools. Special facilities, schools - Section 8, Appendix E 2.1 Permanent Residents and Transient Population
- a. The US Census should be the source of the population Yes Section 3.1 values, or another credible source should be provided.
- b. Population values should be adjusted as necessary for Yes 2010 used as the base year for analysis. No growth to reflect population estimates to the year of the growth of population necessary.
ETE.
- c. A sector diagram should be included, similar to Figure 2-1, Yes Figure 3-2 "Population by Sector," of NUREG/CR-7002, showing the population distribution for permanent residents.
2.1.1 Permanent Residents with Vehicles
- a. The persons per vehicle value should be between I and 2 Yes 1.01 persons per vehicle - Table 1-3 or justification should be provided for other values.
- b. Major employers should be listed. Yes Appendix E-Table E-3 2.1.2 Transient Population Virgil C. Summer Nuclear Station N-3 KLD Engineering, P.C.
Evacuation Time Estimate Rev. 2
.R Reie Crtei Crtro Addese Comment
- a. A list of facilities which attract transient populations Yes Sections 3.3, 3.4, Appendix E should be included, and peak and average attendance for these facilities should be listed. The source of information used to develop attendance values should be provided.
- b. The average population during the season should be used, Yes Tables 3-4, 3-5 and Appendix E itemize the itemized and totaled for each scenario. transient population and employee estimates. These estimates are multiplied by the scenario specific percentages provided in Table 6-3 to estimate transient population by scenario.
- c. The percent of permanent residents assumed to be at Yes Sections 3.3, 3.4 facilities should be estimated.
- d. The number of people per vehicle should be provided. Yes Sections 3.3, 3.4 Numbers may vary by scenario, and if so, discussion on why values vary should be provided.
- e. A sector diagram should be included, similar to Figure 2-1 Yes Figure 3 transients of NUREG/CR-7002, showing the population distribution Figure 3 employees for the transient population.
2.2 Transit Dependent Permanent Residents
- a. The methodology used to determine the number of transit Yes Section 8.1, Table 8-1 dependent residents should be discussed.
- b. Transportation resources needed to evacuate this group Yes Section 8.1, Tables 8-5, 8-10 should be quantified.
- c. The county/local evacuation plans for transit dependent Yes Sections 8.1, 8.4 residents should be used in the analysis.
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- d. The methodology used to determine the number of Yes Section 8.5 people with disabilities and those with access and functional needs who may need assistance and do not reside in special facilities should be provided. Data from local/county registration programs should be used in the estimate, but should not be the only set of data.
- e. Capacities should be provided for all types of Yes Section 2.3 - Assumption 10 transportation resources. Bus seating capacity of 50% Sections 3.5, 8.1, 8.2, 8.3 should be used or justification should be provided for higher values.
- f. An estimate of this population should be provided and Yes Table 8 transit dependents information should be provided that the existing Section 8.4 - special needs registration programs were used in developing the estimate.
- g. A summary table of the total number of buses, Yes Section 8.4 - page 8-6 ambulances, or other transport needed to support Table 8-5, Section 8.3 evacuation should be provided and the quantification of resources should be detailed enough to assure double counting has not occurred.
2.3 Special Facility Residents
- a. A list of special facilities, including the type of facility, Yes Appendix E, Tables E-1, E list facilities, location, and average population should be provided, type, location, and population Special facility staff should be included in the total special facility population.
- b. A discussion should be provided on how special facility Yes Sections 8.2, 8.3 data was obtained.
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- c. The number of wheelchair and bed-bound individuals Yes Section 3.5 should be provided.
- d. An estimate of the number and capacity of vehicles Yes Section 8.3 needed to support the evacuation of the facility should be Tables 8-4, 8-5 provided.
- e. The logistics for mobilizing specially trained staff (e.g., Yes Section 3.5 - No correctional facilities exist medical support or security support for prisons, jails, and within the EPZ.
other correctional facilities) should be discussed when Section 8.4 - page 8-9 appropriate.
2.4 Schools
- a. A list of schools including name, location, student Yes Table 8-2 population, and transportation resources required to Section 8.2 support the evacuation, should be provided. The source of this information should be provided.
- b. Transportation resources for elementary and middle Yes Table 8-2 schools should be based on 100% of the school capacity.
- c. The estimate of high school students who will use their Yes Section 8.2 personal vehicle to evacuate should be provided and a basis for the values used should be discussed.
- d. The need for return trips should be identified if necessary. Yes There are sufficient resources to evacuate schools in a single wave. However, Section 8.3 and Figure 8-1 discuss the potential for a multiple wave evacuation Virgil C. Summer Nuclear Station N-6 KLD Engineering, P.C.
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R Reie Crtei Crtro Addresse Comet 2.5.1 Special Events
- a. A complete list of special events should be provided and Yes Section 3.7 includes information on the population, estimated duration, and season of the event.
- b. The special event that encompasses the peak transient Yes Section 3.7 population should be analyzed in the ETE.
- c. The percent of permanent residents attending the event Yes Section 3.7 should be estimated.
2.5.2 Shadow Evacuation
- a. A shadow evacuation of 20 percent should be included for Yes Section 2.2 - Assumption 5 areas outside the evacuation area extending to 15 miles Figure 2-1 from the NPP.
Section 3.2
- b. Population estimates for the shadow evacuation in the 10 Yes Section 3.2 to 15 mile area beyond the EPZ are provided by sector. Table 3-3
- c. The loading of the shadow evacuation onto the roadway Yes Section 5 - Table 5-8 network should be consistent with the trip generation time generated for the permanent resident population.
2.5.3 Background and Pass Through Traffic
- a. The volume of background traffic and pass through traffic Yes Section 3.6 is based on the average daytime traffic. Values may be Table 3-6 reduced for nighttime scenarios.
Section 6 Table 6-3 Virgil C. Summer Nuclear Station N-7 KLD Engineering, P.C.
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- b. Pass through traffic is assumed to have stopped entering Yes Section 2.3 - Assumption 5 the EPZ about two hours after the initial notification.
Section 3.6 2.6 Summary of Demand Estimation
- a. A summary table should be provided that identifies the Yes total populations and total vehicles used in analysis for Tables 3-7, 3-8 permanent residents, transients, transit dependent residents, special facilities, schools, shadow population, and pass-through demand used in each scenario.
3.0 Roadway Capacity
- a. The method(s) used to assess roadway capacity should be Yes Section 4 discussed.
3.1 Roadway Characteristics
- a. A field survey of key routes within the EPZ has been Yes Section 1.3 conducted.
- b. Information should be provided describing the extent of Yes Section 1.3 the survey, and types of information gathered and used in the analysis.
- c. A table similar to that in Appendix A, "Roadway Yes Appendix K,Table K-1 Characteristics," of NUREG/CR-7002 should be provided.
- d. Calculations for a representative roadway segment should Yes Section 4 be provided.
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- e. A legible map of the roadway system that identifies node Yes Appendix K, Figures K-1 through K-50 numbers and segments used to develop the ETE should be present the entire link-node analysis provided and should be similar to Figure 3-1, "Roadway network at a scale suitable to identify all Network Identifying Nodes and Segments," of NUREG/CR- links and nodes 7002.
3.2 Capacity Analysis
- a. The approach used to calculate the roadway capacity for Yes Section 4 the transportation network should be described in detail and identifies factors that should be expressly used in the modeling.
- b. The capacity analysis identifies where field information Yes Section 1.3, Section 4 should be used in the ETE calculation.
3.3 Intersection Control
- a. A list of intersections should be provided that includes the Yes Appendix K,Table K-2 total number of intersections modeled that are unsignalized, signalized, or manned by response personnel.
- b. Characteristics for the 10 highest volume intersections Yes Table J-1 within the EPZ are provided including the location, signal cycle length, and turn lane queue capacity.
- c. Discussion should be provided on how signal cycle time is Yes Section 4.1, Appendix C.
used in the calculations.
3.4 Adverse Weather Virgil C.Summer Nuclear Station N-9 KLD Engineering, P.C.
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- a. The adverse weather condition should be identified and Yes Table 2-1, Section 2.3 - Assumption 9 the effects of adverse weather on mobilization time Mobilization time - Table 2-2, Section 5.3 should be considered.
(page 5-10)
- b. The speed and capacity reduction factors identified in Yes Table 2 based on HCM 2010. The Table 3-1, "Weather Capacity Factors," of NUREG/CR-7002 factors provided in Table 3-1 of should be used or a basis should be provided for other NUREG/CR-7002 are from HCM 2000.
values.
- c. The study identifies assumptions for snow removal on Yes Not Applicable streets and driveways, when applicable.
4.0 Development of Evacuation Times 4.1 Trip Generation Time
- a. The process used to develop trip generation times should Yes Section 5 be identified.
- b. When telephone surveys are used, the scope of the Yes Appendix F survey, area of survey, number of participants, and statistical relevance should be provided.
- c. Data obtained from telephone surveys should be Yes Appendix F summarized.
- d. The trip generation time for each population group should Yes Section 5, Appendix F be developed from site specific information.
4.1.1 Permanent Residents and Transient Population Virgil C. Summer Nuclear Station N-10 KLD Engineering, P.C.
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0 0 RReie Crtei Crteio Adrse Coment
- a. Permanent residents are assumed to evacuate from their Yes Section 5 discusses trip generation for homes but are not assumed to be at home at all times. households with and without returning Trip generation time includes the assumption that a commuters. Table 6-3 presents the percentage of residents will need to return home prior to percentage of households with returning evacuating. commuters and the percentage of households either without returning commuters or with no commuters.
Appendix F presents the percent households who will await the return of commuters.
- b. Discussion should be provided on the time and method Yes Section 5.4.3 used to notify transients. The trip generation time discusses any difficulties notifying persons in hard to reach areas such as on lakes or in campgrounds.
- c. The trip generation time accounts for transients Yes Section 5, Figure 5-1 potentially returning to hotels prior to evacuating.
- d. Effect of public transportation resources used during Yes Section 3.7 special events where a large number of transients should be expected should be considered.
- e. The trip generation time for the transient population Yes Section 5, Table 5-9 should be integrated and loaded onto the transportation network with the general public.
4.1.2 Transit Dependent Residents Virgil C. Summer Nuclear Station N-11 KLD Engineering, P.C.
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- a. If available, existing plans and bus routes should be used Yes Section 8.3 - Pre-established bus routes do in the ETE analysis. If new plans should be developed with not exist. Basic bus routes were developed the ETE, they have been agreed upon by the responsible for the ETE analysis - see Figure 8-2, Table authorities. 8-10.
- b. Discussion should be included on the means of evacuating Yes Section 8.4 ambulatory and non-ambulatory residents.
- c. The number, location, and availability of buses, and other Yes Section 8.4 resources needed to support the demand estimation should be provided.
- d. Logistical details, such as the time to obtain buses, brief Yes Section 8.4, Figure 8-1 drivers, and initiate the bus route should be provided.
- e. Discussion should identify the time estimated for transit Yes Section 8.3 dependent residents to prepare and travel to a bus pickup point, and describes the expected means of travel to the pickup point.
- f. The number of bus stops and time needed to load Yes Section 8.3 passengers should be discussed.
- g. A map of bus routes should be included. Yes Figure 8-2
- h. The trip generation time for non-ambulatory persons Yes Section 8.4 includes the time to mobilize ambulances or special vehicles, time to drive to the home of residents, loading time, and time to drive out of the EPZ should be provided.
- i. Information should be provided to supports analysis of Yes Sections 8.3, 8.4 return trips, if necessary. Figure 8-1 Tables 8-1 through 8-13 Virgil C. Summer Nuclear Station N-12 KLD Engineering, P.C.
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RReie Crtei Crtron Adrse Coment 4.1.3 Special Facilities
- a. Information on evacuation logistics and mobilization times Yes Section 8.4, Tables 8-7 through 8-9, 8-11 should be provided, through 8-13
- b. Discussion should be provided on the inbound and Yes Sections 8.4.
outbound speeds.
- c. The number of wheelchair and bed-bounds individuals Yes Tables 8-4 should be provided, and the logistics of evacuating these residents should be discussed.
- d. Time for loading of residents should be provided Yes Section 8.4
- e. Information should be provided that indicates whether the Yes Section 8.4, Table 8-5 evacuation can be completed in a single trip or if additional trips should be needed.
- f. If return trips should be needed, the destination of Yes Section 8.4 vehicles should be provided.
- g. Discussion should be provided on whether special facility Yes Section 8.4 residents are expected to pass through the reception center prior to being evacuated to their final destination.
- h. Supporting information should be provided to quantify the Yes Section 8.4. Tables 8-11 through 8-13.
time elements for the return trips.
4.1.4 Schools
- a. Information on evacuation logistics and mobilization time [ Yes Section 8.4 should be provided. _
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- b. Discussion should be provided on the inbound and Yes School bus routes are presented in Table outbound speeds. 8-6.
School bus speeds are presented in Tables 8-7 (good weather), 8-8 (rain), and 8-9 (ice). Outbound speeds are defined as the minimum of the evacuation route speed and the State school bus speed limit.
Inbound speeds are limited to the State school bus speed limit.
- c. Time for loading of students should be provided. Yes Tables 8-7 through 8-9, Discussion in Section 8.4
- d. Information should be provided that indicates whether the Yes Section 8.4 - page 8-8 evacuation can be completed in a single trip or if additional trips are needed.
- e. If return trips are needed, the destination of school buses Yes Return trips are not needed should be provided.
- f. If used, reception centers should be identified. Discussion Yes Table 8-3. Students are evacuated to should be provided on whether students are expected to receiving schools where they will be picked pass through the reception center prior to being up by parents or guardians.
evacuated to their final destination.
- g. Supporting information should be provided to quantify the Yes Return trips are not needed. Tables 8-7 time elements for the return trips, through 8-9 provide time needed to arrive at care center, which could be used to compute a second wave evacuation if necessary Virgil C. Summer Nuclear Station N-14 KLD Engineering, P.C.
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R Reie Crtei Crtro Adrse Comments 4.2 ETE Modeling
- a. General information about the model should be provided Yes DYNEV II (Ver. 4.0.0.0). Section 1.3, Table and demonstrates its use in ETE studies. 1-3, Appendix B, Appendix C.
- b. If a traffic simulation model is not used to conduct the ETE No Not applicable as a traffic simulation calculation, sufficient detail should be provided to validate model was used.
the analytical approach used. All criteria elements should have been met, as appropriate.
4.2.1 Traffic Simulation Model Input
- a. Traffic simulation model assumptions and a representative Yes Appendices B and C describe the set of model inputs should be provided. simulation model assumptions and algorithms Table J-2
- b. A glossary of terms should be provided for the key Yes Appendix A performance measures and parameters used in the Tables C-1, C-2 analysis.
4.2.2 Traffic Simulation Model Output
- a. A discussion regarding whether the traffic simulation Yes Appendix B model used must be in equilibration prior to calculating the ETE should be provided.
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- b. The minimum following model outputs should be provided Yes 1. Table J-5.
to support review: 2. Table J-3.
- 1. Total volume and percent by hour at each EPZ exit 3. Table J-1.
node. 4. Table J-3.
- 2. Network wide average travel time. 5. Figures J-1 through J-14 (one plot
- 3. Longest queue length for the 10 intersections with the for each scenario considered).
highest traffic volume. 6. Table J-4. Network wide average
- 4. Total vehicles exiting the network. speed also provided in Table J-3.
- 5. A plot that provides both the mobilization curve and evacuation curve identifying the cumulative percentage of evacuees who have mobilized and exited the EPZ.
- 6. Average speed for each major evacuation route that exits the EPZ.
- c. Color coded roadway maps should be provided for various Yes Figures 7-3 and 7-4 times (i.e., at 2, 4, 6 hrs., etc.) during a full EPZ evacuation scenario, identifying areas where long queues exist including level of service (LOS) "E" and LOS "F" conditions, if they occur.
4.3 Evacuation Time Estimates for the General Public
- a. The ETE should include the time to evacuate 90% and Yes Tables 7-1, 7-2 100% of the total permanent resident and transient population Virgil C. Summer Nuclear Station N-16 KLD Engineering, P.C.
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- b. The ETE tor 100% ot the general public should include all Yes Section 5.4 - truncating survey data to members of the general public. Any reductions or eliminate statistical outliers truncated data should be explained.
Table 7 100th percentile ETE for general public
- c. Tables should be provided for the 90 and 100 percent ETEs Yes Tables 7-3, 7-4 similar to Table 4-3, "ETEs for Staged Evacuation Keyhole,"
of NUREG/CR-7002.
- d. ETEs should be provided for the 100 percent evacuation of Yes Section 8.4 special facilities, transit dependent, and school Tables 8-7 through 8-9 populations.
Tables 8-11 through 8-13 5.0 Other Considerations 5.1 Development of Traffic Control Plans
- a. Information that responsible authorities have approved Yes Section 9, Appendix G the traffic control plan used in the analysis should be provided.
- b. A discussion of adjustments or additions to the traffic Yes Appendix G control plan that affect the ETE should be provided.
5.2 Enhancements in Evacuation Time
- a. The results of assessments for improvement of evacuation Yes Section 13, Appendix M time should be provided.
- b. A statement or discussion regarding presentation of Yes Results of the ETE study were formally enhancements to local authorities should be provided, presented to local authorities at the final project meeting. Recommended enhancements were discussed.
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0 R Revie Crtei Crteio AdrseCm et 5.3 State and Local Review
- a. A list of agencies contacted and the extent of interaction Yes Table 1-1 with these agencies should be discussed.
- b. Information should be provided on any unresolved issues Yes There are no unresolved issues. All issues that may affect the ETE. raised by stakeholders at both the project kickoff meetings and the final meeting have been addressed and incorporated in this final report.
5.4 Reviews and Updates
- a. A discussion of when an updated ETE analysis is required [ Yes ] Appendix M, Section M.3 to be performed and submitted to the NRC. 1 5.5 Reception Centers and Congregate Care Center
- a. A map of congregate care centers and reception centers Yes Figure 10-1 should be provided.
- b. If return trips are required, assumptions used to estimate Yes Section 8.3 discusses a multi-wave return times for buses should be provided, evacuation procedure. Figure 8-1
- c. It should be clearly stated if it is assumed that passengers Yes Section 2.3 - Assumption 7h are left at the reception center and are taken by separate Section 10 buses to the congregate care center.
Technical Reviewer Date Supervisory Review Date Virgil C. Summer Nuclear Station N-18 KLD Engineering, P.C.
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