RNP-RA/12-0136, Kld TR-534, Rev. 1, Robinson Nuclear Plant Development of Evacuation Time Estimates. Part 5 of 5

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Kld TR-534, Rev. 1, Robinson Nuclear Plant Development of Evacuation Time Estimates. Part 5 of 5
ML12363A058
Person / Time
Site: Robinson Duke Energy icon.png
Issue date: 12/07/2012
From: Baker N
KLD Engineering, PC
To:
Carolina Power & Light Co, Office of Nuclear Reactor Regulation, Progress Energy Carolinas
References
RNP-RA/12-0136 KLD TR-534, Rev 1
Download: ML12363A058 (52)
v • d • e


Text

Table K-1. Evacuation Roadway Network Characteristics 1 1 12 SR 151 MAJOR ARTERIAL 9991 2 12 1 1900 70 12 2 1 13 SR 151 MAJOR ARTERIAL 5144 2 12 1 1900 50 11 3 1 82 US 1 MINOR ARTERIAL 3487 1 12 1 1700 50 12 4 1 88 US 1 MINOR ARTERIAL 9843 1 12 1 1750 50 12 5 2 47 US 15 MINOR ARTERIAL 4751 1 12 1 1700 60 21 6 2 69 US 15 MINOR ARTERIAL 10186 1 12 1 1700 60 21 7 2 232 US 15 BUISNESS MAJOR ARTERIAL 8569 1 12 1 1700 60 21 8 3 197 W ENTRANCE RD LOCAL ROADWAY 1271 1 12 1 1350 30 20 9 4 6 SR 151 MAJOR ARTERIAL 2775 2 12 1 1900 65 20 10 4 21 SR 151 MAJOR ARTERIAL 8558 2 12 1 1900 65 20 11 4 129 RT 16 MINOR ARTERIAL 7328 1 12 1 1700 40 19 12 4 197 RT 16 MINOR ARTERIAL 996 1 12 1 1700 40 20 13 6 4 SR 151 MAJOR ARTERIAL 2775 2 12 1 1750 65 20 14 6 8 SR 151 MAJOR ARTERIAL 6945 2 12 1 1900 65 19 15 8 6 SR 151 MAJOR ARTERIAL 6945 2 12 1 1900 65 19 16 8 10 SR 151 MAJOR ARTERIAL 7976 2 12 1 1900 65 19 17 10 8 SR 151 MAJOR ARTERIAL 7976 2 12 1 1900 65 19 18 10 11 SR 151 MAJOR ARTERIAL 7113 2 12 1 1900 65 19 19 11 10 SR 151 MAJOR ARTERIAL 7113 2 12 1 1900 65 19 20 11 12 SR 151 MAJOR ARTERIAL 5831 2 12 1 1900 65 12 21 12 1 SR 151 MAJOR ARTERIAL 9991 2 12 1 1750 50 12 22 12 11 SR 151 MAJOR ARTERIAL 5831 2 12 1 1900 70 12 23 13 1 SR 151 MAJOR ARTERIAL 5147 2 12 1 1750 50 11 24 13 15 SR 151 MAJOR ARTERIAL 10749 2 12 1 1900 65 11 Robinson Nuclear Plant K-47 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

bK 1:)1 MAJUK AK I MAL 1075*! z 1z I I 1900 7U 11 26 15 16 SR 151 MAJOR ARTERIAL 11113 2 12 1 1900 65 11 27 16 15 SR 151 MAJOR ARTERIAL 11046 2 12 1 1900 65 11 28 16 17 SR 151 MAJOR ARTERIAL 8624 2 12 1 1900 65 11 29 17 16 SR 151 MAJOR ARTERIAL 8624 2 12 1 1900 70 11 30 17 18 SR 151 MAJOR ARTERIAL 11526 2 12 1 1900 70 5 31 18 17 SR 151 MAJOR ARTERIAL 11526 2 12 1 1900 70 5 32 21 4 SR 151 MAJOR ARTERIAL 8558 2 12 1 1750 65 20 33 21 309 SR 151 MAJOR ARTERIAL 3055 2 12 1 1900 65 27 34 23 24 SR 151 MAJOR ARTERIAL 3397 2 12 1 1750 65 27 35 23 35 SR 151 MAJOR ARTERIAL 4327 1 12 1 1700 45 27 36 23 309 SR 151 MAJOR ARTERIAL 2596 2 12 1 1900 65 27 37 24 23 SR 151 MAJOR ARTERIAL 3397 2 12 1 1750 65 27 38 24 247 KELLEYTOWN RD COLLECTOR 5179 1 12 1 1700 45 27 39 24 314 SR 151 MAJOR ARTERIAL 8301 2 12 1 1750 65 27 40 25 27 SR 151 MAJOR ARTERIAL 3349 2 12 1 1900 65 27 41 25 314 SR 151 MAJORARTERIAL 1849 2 12 1 1900 65 27 42 27 25 SR 151 MAJOR ARTERIAL 3371 2 12 1 1750 65 27 43 27 28 SR 151 MAJOR ARTERIAL 4419 2 12 1 1750 65 30 44 28 27 SR 151 MAJOR ARTERIAL 4369 2 12 1 1900 65 30 45 28 50 US 15 MINOR ARTERIAL 3305 2 12 1 1750 40 28 46 28 196 US 15 MAJOR ARTERIAL 3701 2 12 1 1900 50 30 47 28 313 SR 151 MAJOR ARTERIAL 1972 2 12 1 1900 65 30 48 29 30 SR 151 MAJOR ARTERIAL 3922 2 12 1 1900 65 31 49 29 313 SR 151 MAJORARTERIAL 8860 2 12 1 1900 65 30 KLD Engineering, P.C.

Robinson Nuclear Plant K-48 K-48 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

w I Z9 I R 151 MAJUKAKILKIAL I 39ZZ 12 I 1/!)U 31 51 30 31 SR 151 MAJOR ARTERIAL 6674 2 12 1 1900 60 31 52 30 244 BETHEL RD LOCAL ROADWAY 8879 1 12 1 1700 40 31 53 31 30 SR 151 MAJOR ARTERIAL 6674 2 12 1 1900 65 31 54 31 32 SR 151 MAJOR ARTERIAL 8680 2 12 1 1900 60 32 55 32 31 SR 151 MAJOR ARTERIAL 8679 2 12 1 1900 65 32 56 32 33 SR 151 MAJOR ARTERIAL 15888 2 12 1 1750 65 38 57 33 32 SR 151 MAJOR ARTERIAL 15892 2 12 1 1900 60 38 58 33 272 SR 151 MAJOR ARTERIAL 2565 2 12 1 1900 60 38 59 34 242 W SMITH AVE LOCAL ROADWAY 3261 1 12 1 1575 35 39 60 34 281 SR 151 MAJOR ARTERIAL 1516 2 12 1 1900 60 39 61 34 284 SR 151 MAJOR ARTERIAL 1472 2 12 1 1900 60 39 62 35 36 SR 151 MAJOR ARTERIAL 5109 1 12 1 1700 45 27 63 36 37 SR 151 MAJOR ARTERIAL 2736 1 12 1 1700 45 27 64 36 39 W HOME AVE LOCAL ROADWAY 8446 1 12 1 1750 40 27 65 37 260 SR 151 MAJOR ARTERIAL 3715 1 12 1 1750 40 28 66 38 150 SR 151 MAJOR ARTERIAL 715 1 12 1 1750 30 28 67 38 151 US 15 BUISNESS MAJOR ARTERIAL 4518 2 12 1 1750 40 28 68 39 45 E HOME AVE LOCAL ROADWAY 7753 1 12 1 1700 55 28 69 39 231 US 15 BUISNESS MAJOR ARTERIAL 4700 2 12 1 1750 30 21 70 39 264 US 15 BUISNESS MAJOR ARTERIAL 554 2 12 1 1750 45 28 71 40 41 SR 151 MAJOR ARTERIAL 2743 1 12 1 1700 45 28 72 41 42 US-15 RAMP FREEWAY RAMP 1518 1 12 1 1700 45 28 73 41 43 SR 151 MAJOR ARTERIAL 5928 1 12 1 1700 40 28 74 42 50 US 15 MAJOR ARTERIAL 4387 1 12 1 1750 40 28 Robinson Nuclear Plant K-49 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

4Z :z:S Ub lb' MINUK AK I M"RAL I 1z I I/UU 4U 76 43 29 SR 151 MAJORARTERIAL 7793 1 12 1 1750 40 30 77 45 46 E HOMEAVE LOCAL ROADWAY 3760 1 12 1 1700 55 21 78 46 47 US 15 MINOR ARTERIAL 4589 1 12 1 1700 60 21 79 46 328 US 15 MINOR ARTERIAL 3111 1 12 1 1700 60 21 80 47 2 US 15 MINOR ARTERIAL 4773 1 12 1 1700 60 21 81 47 46 US 15 MINOR ARTERIAL 4583 1 12 1 1700 60 21 82 50 28 US 15 MINOR ARTERIAL 3294 2 12 1 1750 40 28 83 50 42 US 15 MINOR ARTERIAL 4387 1 12 1 1700 40 28 84 53 54 US 15 MINOR ARTERIAL 9009 1 12 1 1700 60 36 85 53 62 US 15 MINOR ARTERIAL 3917 1 12 1 1700 60 37 86 53 65 SR403 MINOR ARTERIAL 7671 1 12 1 1700 65 37 87 53 196 US 15 MINOR ARTERIAL 11586 2 12 1 1900 50 30 88 54 53 US 15 MINOR ARTERIAL 8983 2 12 1 1750 60 36 89 54 55 US 15 MINOR ARTERIAL 9870 1 12 1 1700 50 36 90 55 54 US 15 MINOR ARTERIAL 9879 1 12 1 1700 60 36 91 55 56 US 15 MINOR ARTERIAL 10181 1 12 1 1700 60 36 92 56 55 us 15 MINOR ARTERIAL 10192 1 12 1 1700 65 36 93 56 57 US 15 MINOR ARTERIAL 10602 1 12 1 1700 65 35 94 57 56 US 15 MINOR ARTERIAL 10615 1 12 1 1700 65 35 95 57 177 LEE STATE PARK RD MINOR ARTERIAL 6430 1 12 1 1700 50 35 96 57 292 US 15 MINOR ARTERIAL 1424 1 12 1 1700 45 35 97 58 293 US 15 MINOR ARTERIAL 7682 1 12 1 1700 45 35 98 58 343 US 15 MINOR ARTERIAL 1123 2 12 1 1900 35 41 99 59 60 US 15 MINOR ARTERIAL 4570 1 12 1 1750 25 41 Robinson Nuclear Plant K-50 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

IEUU .. LZ4 U I MIIINUK AK I MI-IAL  !/3 IL I./U /. 41 101 59 269 RT341 MINOR ARTERIAL 751 1 12 1 1750 30 41 102 60 59 US 15 MINOR ARTERIAL 4570 1 12 1 1750 25 41 103 60 171 US 15 MINOR ARTERIAL 7135 3 12 1 1900 40 40 104 61 324 US 15 MINOR ARTERIAL 5415 2 12 1 1900 40 40 105 62 63 US 15 MINOR ARTERIAL 8697 1 12 1 1700 60 37 106 63 244 US 15 MINOR ARTERIAL 7118 1 12 1 1700 40 37 107 64 32 US 15 MINOR ARTERIAL 9570 1 12 1 1700 60 38 108 65 190 SR 403 MINOR ARTERIAL 9629 1 12 1 1700 65 37 109 66 67 SR 403 MINOR ARTERIAL 5953 1 12 1 1700 65 43 110 67 68 SR403 MINOR ARTERIAL 11060 1 12 1 1700 60 43 111 68 200 US401 MINOR ARTERIAL 1964 1 12 1 1700 45 43 112 68 223 SR403 MINOR ARTERIAL 1709 1 12 1 1700 50 43 113 69 2 US 15 MINOR ARTERIAL 10179 1 12 1 1700 60 21 114 69 70 US 15 MINOR ARTERIAL 5225 1 12 1 1700 60 22 115 70 69 US 15 MINOR ARTERIAL 5225 1 12 1 1700 60 22 116 70 71 US 15 MINOR ARTERIAL 7180 1 12 1 1700 60 22 117 70 152 DOVESVILLE HWY LOCAL ROADWAY 11487 1 12 1 1700 55 22 118 71 70 US 15 MINOR ARTERIAL 7180 1 12 1 1700 60 22 119 71 72 US 15 MINOR ARTERIAL 11589 1 12 1 1700 60 22 120 72 71 US 15 MINOR ARTERIAL 11589 1 12 1 1700 60 22 121 72 73 US 15 MINOR ARTERIAL 10285 1 12 1 1700 60 15 122 72 81 QUIET BROOK RD MINOR ARTERIAL 7471 1 12 1 1700 60 22 123 73 72 US 15 MINOR ARTERIAL 10280 1 12 1 1700 60 15 124 73 74 US 15 MINOR ARTERIAL 11722 1 12 1 1750 45 16 Robinson Nuclear Plant K-51 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

1zt /4 /5 UZ 1.1 MINUK AKIMI'IAL 1+/-LL 1 11 1I/UU bU lb 126 75 74 US 52 MINOR ARTERIAL 13257 1 12 1 1750 65 16 127 76 75 US 52 MINOR ARTERIAL 9599 1 12 1 1700 50 23 128 77 76 US 52 MINOR ARTERIAL 10257 1 12 1 1700 60 23 129 77 202 US 52 MINOR ARTERIAL 3521 1 12 1 1700 50 23 130 78 154 US 52 MINOR ARTERIAL 5836 1 12 1 1700 50 33 131 79 80 US 52 MINOR ARTERIAL 7255 2 12 1 1900 65 33 132 80 341 US52 MAJOR ARTERIAL 3142 2 12 1 1750 65 33 133 81 76 QUIET BROOK RD LOCAL ROADWAY 7515 1 12 1 1700 60 23 134 82 1 us 1 MINOR ARTERIAL 3487 1 12 1 1750 50 12 135 82 83 US 1 MINOR ARTERIAL 17594 1 12 1 1700 65 18 136 83 82 US I MINOR ARTERIAL 17623 1 12 1 1700 65 18 137 83 227 US I MINOR ARTERIAL 11882 1 12 1 1700 65 18 138 84 85 US 1 MINOR ARTERIAL 7875 1 12 1 1700 60 17 139 84 227 US I MINOR ARTERIAL 2858 1 12 1 1700 40 18 140 84 258 SR 341 MINOR ARTERIAL 1093 1 12 1 1750 35 17 141 85 84 US 1 MINOR ARTERIAL 7875 1 12 1 1700 60 17 142 85 86 US 1 MINOR ARTERIAL 6439 1 12 1 1700 65 17 143 86 85 US 1 MINOR ARTERIAL 6281 1 12 1 1700 65 17 144 86 87 US 1 MINOR ARTERIAL 15248 1 12 1 1700 65 17 145 87 86 US 1 MINOR ARTERIAL 15261 1 12 1 1700 65 17 146 88 1 US 1 MINOR ARTERIAL 9843 1 12 1 1750 50 12 147 88 89 US I MINOR ARTERIAL 15459 1 12 1 1700 50 12 148 88 92 SR 145 MINOR ARTERIAL 18289 1 12 1 1700 60 12 149 89 88 US 1 MINOR ARTERIAL 15459 1 12 1 1750 50 12 Robinson Nuclear Plant K-52 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

.I.JU 1 14!1 U. I IVIINUK AK I MI-IL 1141/ 1 IL I 1/UU 1/

151 91 149 US 1 MINOR ARTERIAL 3484 1 12 1 1700 65 13 152 91 207 US I MINOR ARTERIAL 11082 1 12 1 1700 65 8 153 92 93 SR 145 MINOR ARTERIAL 16900 1 12 1 1700 60 7 154 93 94 SR 145 MINOR ARTERIAL 12016 1 12 1 1700 60 7 155 94 213 SR 145 MINORARTERIAL 15018 1 12 1 1750 60 1 156 97 98 US 1 MINOR ARTERIAL 10754 1 12 1 1700 65 8 157 97 207 US 1 MINOR ARTERIAL 5017 1 12 1 1700 65 8 158 98 97 US I MINOR ARTERIAL 10754 1 12 1 1700 65 8 159 98 99 us I MINOR ARTERIAL 9238 1 12 1 1700 65 9 160 99 98 US I MINOR ARTERIAL 9174 1 12 1 1700 65 9 161 99 110 US I MINOR ARTERIAL 2004 1 12 1 1750 65 9 162 100 101 US 1 MINOR ARTERIAL 7229 1 12 1 1700 65 9 163 100 110 US I MINOR ARTERIAL 5770 1 12 1 1750 65 9 164 101 100 US I MINOR ARTERIAL 7229 1 12 1 1700 65 9 165 102 103 US 15 BUISNESS MAJOR ARTERIAL 4918 2 12 1 1750 30 21 166 102 222 SR 109 MINOR ARTERIAL 1775 1 12 1 1350 30 21 167 102 231 US 15 BUISNESS MAJOR ARTERIAL 2132 2 12 1 1750 45 21 168 103 102 US 15 BUISNESS MAJOR ARTERIAL 4918 2 12 1 1900 45 21 169 103 104 SR 102 MINOR ARTERIAL 12690 1 12 1 1700 55 21 170 103 232 US 15 BUISNESS MAJOR ARTERIAL 1561 2 12 1 1900 65 21 171 104 103 SR 102 MINOR ARTERIAL 12690 1 12 1 1750 55 21 172 104 105 SR 102 MINOR ARTERIAL 12447 1 12 1 1700 55 21 173 105 106 SR 102 MINOR ARTERIAL 5477 1 12 1 1700 60 14 174 105 298 OLD CAMDEN RD COLLECTOR 7281 1 12 1 1700 50 14 Robinson Nuclear Plant K-53 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

IUD iUl bK iUL MINUKAKIMAL I ZSZWb I Iz I IlUU IOU 14 176 107 108 SR 102 MINOR ARTERIAL 7447 1 1 1700 60 14 177 108 109 SR 102 MINOR ARTERIAL 10168 1 12 1 1700 60 9 178 109 212 SR 102 MINOR ARTERIAL 6040 1 12 1 1700 60 9 179 110 99 uS 1 MINOR ARTERIAL 2004 1 12 1 1700 65 9 180 110 100 US 1 MINOR ARTERIAL 5770 1 12 1 1700 65 9 181 110 111 SR 102 MINOR ARTERIAL 8438 1 12 1 1700 50 9 182 110 112 SR 102 MINOR ARTERIAL 6477 1 12 1 1700 50 3 183 112 113 SR 102 MINOR ARTERIAL 8576 1 12 1 1700 50 3 184 114 84 SR 341 MINOR ARTERIAL 13394 1 12 1 1350 30 18 185 115 252 SR 341 MINOR ARTERIAL 4916 1 12 1 1700 65 25 186 116 117 SR 341 MINOR ARTERIAL 11871 1 12 1 1700 65 34 187 117 118 SR 341 MINOR ARTERIAL 10681 1 12 1 1700 65 35 188 118 58 SR 341 MINOR ARTERIAL 8905 1 12 1 1750 65 35 189 119 120 HAMPTON STE MINOR ARTERIAL 5044 1 12 1 1700 50 17 190 119 126 SR 341 MINOR ARTERIAL 8414 1 12 1 1700 60 17 191 120 121 HAMPTON ST E MINOR ARTERIAL 9529 1 12 1 1700 50 18 192 121 122 HAMPTON ST E MINOR ARTERIAL 8484 1 12 1 1700 50 11 193 122 123 HAMPTON ST E MINOR ARTERIAL 4514 1 12 1 1700 50 11 194 123 124 HAMPTON ST E MINOR ARTERIAL 8206 1 12 1 1700 50 10 195 124 125 HAMPTON ST E MINOR ARTERIAL 14403 1 12 1 1700 50 10 196 126 127 SR 341 MINOR ARTERIAL 10613 1 12 1 1700 60 17 197 127 128 SR 341 MINOR ARTERIAL 10852 1 12 1 1700 60 10 198 129 130 RT 16 MINOR ARTERIAL 8881 1 12 1 1700 65 19 199 130 131 RT 16 MINOR ARTERIAL 6694 1 12 1 1700 65 19 Robinson Nuclear Plant K-54 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

200 131 132 RT16 MINOR ARTERIAL 4914 1 12 1 1700 65 19 201 132 133 RT16 MINOR ARTERIAL 8507 1 12 1 1700 65 25 202 133 134 RT 16 MINOR ARTERIAL 9631 1 12 1 1700 65 25 203 134 114 SR 341 MINOR ARTERIAL 8677 1 12 1 1700 65 25 204 134 115 SR 341 MINOR ARTERIAL 12241 1 12 1 1700 65 25 205 134 228 RT 16 MINOR ARTERIAL 21712 1 12 1 1700 65 25 206 135 136 RT 16 MINOR ARTERIAL 3707 1 12 1 1750 40 20 207 135 256 RT 16 MINOR ARTERIAL 700 1 12 1 1700 40 20 208 136 135 RT 16 MINOR ARTERIAL 3704 1 12 1 1700 40 20 209 136 137 RT 16 MINOR ARTERIAL 6633 1 12 1 1700 40 20 210 136 312 NEW MARKET RD LOCAL ROADWAY 2901 1 12 1 1700 30 20 211 137 138 RT 16 MINOR ARTERIAL 4021 1 12 1 1750 40 20 212 138 139 RT 16 MINORARTERIAL 7035 1 12 1 1700 55 20 213 138 142 LAKEVIEW BLVD MINOR ARTERIAL 5661 1 12 1 1700 40 20 214 138 268 LAKEVIEW BLVD COLLECTOR 8318 1 12 1 1700 40 20 215 139 138 RT 16 MINOR ARTERIAL 7034 1 12 1 1750 55 20 216 139 140 RT16 MINOR ARTERIAL 8003 1 12 1 1700 55 20 217 139 219 SR 109 MINOR ARTERIAL 4033 1 12 1 1700 45 20 218 139 220 SR 109 MINOR ARTERIAL 8483 1 12 1 1350 30 20 219 140 141 RT 16 MINOR ARTERIAL 6126 1 12 1 1700 55 21 220 141 105 RT 16 MINOR ARTERIAL 8774 1 12 1 1700 55 14 221 142 143 LAKEVIEW BLVD COLLECTOR 8136 1 12 1 1700 40 20 222 143 144 LAKEVIEW BLVD COLLECTOR 11306 1 12 1 1700 40 13 223 144 146 MIDDENDORF RD COLLECTOR 3938 1 12 1 1700 40 13 224 146 147 MIDDENDORF RD COLLECTOR 7671 1 12 1 1700 40 13 Robinson Nuclear Plant K-55 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1 M

225 147 149 MIDDENDORF RD COLLECTOR 6026 1 12 1 1700 40 13 226 149 89 US I MINOR ARTERIAL 11328 1 12 1 1700 50 12 227 149 91 us I MINOR ARTERIAL 3484 1 12 1 1700 65 13 228 150 40 SR 151 MAJOR ARTERIAL 4213 1 12 1 1750 30 28 229 150 326 E CAROLINA AVE COLLECTOR 2782 1 12 1 1350 30 28 230 151 40 WASHINGTON AVE LOCAL ROADWAY 1028 1 12 1 1750 35 28 231 151 50 US 15 BUISNESS MAJOR ARTERIAL 6492 2 12 1 1750 40 28 232 152 77 DOVESVILLE HWY LOCAL ROADWAY 14102 1 12 1 1750 55 22 233 152 153 LEAVENSWORTH RD LOCAL ROADWAY 11331 1 12 1 1700 60 22 234 153 201 LEAVENSWORTH RD LOCAL ROADWAY 3959 1 12 1 1700 60 32 235 154 79 US 52 MINOR ARTERIAL 7232 1 12 1 1700 65 33 236 163 164 1-20 FREEWAY 10049 2 12 1 2250 75 43 237 163 198 1-20 FREEWAY 4616 2 12 1 2250 75 43 238 164 163 1-20 FREEWAY 10049 2 12 1 2250 75 43 239 164 165 1-20 FREEWAY 15371 2 12 1 2250 75 42 240 165 164 1-20 FREEWAY 15371 2 12 1 2250 75 42 241 165 189 1-20 FREEWAY 12552 2 12 1 2250 75 42 242 166 167 1-20 FREEWAY 13807 2 12 1 2250 70 41 243 166 189 1-20 FREEWAY 3032 2 12 1 2250 70 42 244 167 166 1-20 FREEWAY 13807 2 12 1 2250 70 41 245 167 173 1-20 FREEWAY 21404 2 12 1 2250 70 41 246 168 173 1-20 FREEWAY 14073 2 12 1 2250 70 40 247 169 82 STATA RD COLLECTOR 4323 1 12 1 1350 30 12 248 170 55 UNA RD LOCAL ROADWAY 7137 1 12 1 1350 30 36 249 171 60 US 15 MINOR ARTERIAL 7129 2 12 1 1900 40 40 Robinson Nuclear Plant K-56 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1 M

zbU I/I JZJ I UN KAMP FZU I-KttWAY KAMP 5LI I IL I i/lUU bU 4U 251 171 324 US 15 MINOR ARTERIAL 737 2 12 1 1900 40 40 252 173 167 1-20 FREEWAY 21404 2 12 1 2250 70 41 253 173 168 1-20 FREEWAY 14073 2 12 1 2250 70 40 254 174 175 RT341 MINOR ARTERIAL 7544 1 12 1 1700 60 41 255 175 185 RT341 MINOR ARTERIAL 2047 1 12 1 1700 60 41 256 176 167 ON-RAMP 1-20 FREEWAY RAMP 1143 1 12 1 1700 45 41 257 177 178 LEE STATE PARK RD MINOR ARTERIAL 5208 1 12 1 1700 60 41 258 178 179 LEE STATE PARK RD MINOR ARTERIAL 5462 1 12 1 1700 60 41 259 179 180 LEE STATE PARK RD MINOR ARTERIAL 6400 1 12 1 1700 50 42 260 180 181 ON-RAMP 1-20 FREEWAY RAMP 825 1 12 1 1700 45 42 261 180 187 LEE STATE PARK RD MINOR ARTERIAL 2851 1 12 1 1700 50 42 262 181 166 ON-RAMP 1-20 FREEWAY RAMP 1035 1 12 1 1700 45 42 263 184 198 1-20 FREEWAY 3512 2 12 1 2250 75 43 264 185 176 ON-RAMP 1-20 FREEWAY RAMP 383 1 12 1 1700 45 41 265 186 174 RT341 MINOR ARTERIAL 3192 1 12 1 1350 30 41 266 187 188 ON-RAMP 1-20 FREEWAY RAMP 912 1 12 1 1700 45 42 267 187 245 LEE STATE PARK RD MINOR ARTERIAL 7098 1 12 1 1700 40 42 268 188 189 ON-RAMP 1-20 FREEWAY RAMP 925 1 12 1 1700 45 42 269 189 165 1-20 FREEWAY 12552 2 12 1 2250 75 42 270 189 166 1-20 FREEWAY 3032 2 12 1 2250 70 42 271 190 66 SR 403 MINOR ARTERIAL 6572 1 12 1 1700 65 37 272 192 193 SR 151 MAJOR ARTERIAL 519 2 12 1 1900 60 39 273 192 321 SR 151 MAJOR ARTERIAL 527 2 12 1 1900 60 39 274 193 192 SR 151 MAJOR ARTERIAL 519 2 12 1 1900 60 39 Robinson Nuclear Plant K-57 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

'A

zI/) I It.I.I4

+/-tf5 ru UN-KAIVlV UZ I-KNt-VVAy KAIVIr U) I 1z I IIUU 4. t 276 193 206 SR 151 MAJOR ARTERIAL 1341 2 12 1 1900 60 39 277 194 225 US 52 MINOR ARTERIAL 571 2 12 1 1900 60 39 278 196 28 US 15 MINOR ARTERIAL 3701 2 12 1 1750 50 30 279 196 53 US 15 MINOR ARTERIAL 11677 2 12 1 1900 50 30 280 197 4 RT 16 MINOR ARTERIAL 996 2 12 1 1750 40 20 281 197 256 RT 16 MINOR ARTERIAL 1631 1 12 1 1700 40 20 282 198 163 1-20 FREEWAY 4616 2 12 1 2250 75 43 283 198 184 1-20 FREEWAY 3512 2 12 1 2250 75 43 284 199 198 US 401 MINOR ARTERIAL 1379 1 12 1 1700 45 43 285 200 199 US 401 MINOR ARTERIAL 673 1 12 1 1700 45 43 286 201 78 FLOYD RD COLLECTOR 7500 1 12 1 1700 40 32 287 201 154 LEAVENSWORTH RD LOCAL ROADWAY 9296 1 12 1 1700 60 32 288 202 239 US 52 MINOR ARTERIAL 5707 1 12 1 1750 50 23 289 203 194 US 52 MINOR ARTERIAL 3557 2 12 1 1900 60 39 290 204 104 N CENTER RD MINOR ARTERIAL 2097 1 12 1 1350 30 21 291 205 136 NEW MARKET RD COLLECTOR 2558 1 12 1 1750 40 20 292 206 193 SR 151 MAJOR ARTERIAL 1339 2 12 1 1900 60 39 293 206 344 SR 151 MAJOR ARTERIAL 717 2 12 1 1900 60 39 294 207 91 US I MINOR ARTERIAL 11082 1 12 1 1700 65 8 295 207 97 US 1 MINOR ARTERIAL 5017 1 12 1 1700 65 8 296 207 208 SR 109 MINOR ARTERIAL 5993 1 12 1 1700 55 8 297 208 209 SR 109 MINOR ARTERIAL 9118 1 12 1 1700 55 8 298 209 210 SR 109 MINOR ARTERIAL 8051 1 12 1 1700 55 8 299 210 211 SR 109 MINOR ARTERIAL 9881 1 12 1 1700 55 2 Robinson Nuclear Plant K-58 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

JUU L11 LiJ bK IMP MINUKAKIMAL I bldb I I L I l/1.1U 301 212 110 SR 102 MINOR ARTERIAL 5918 1 12 1 1750 50 9 302 213 95 SR 145 MINOR ARTERIAL 4346 1 12 1 1700 60 2 303 213 214 SR 109 MINOR ARTERIAL 4480 1 12 1 1700 55 1 304 215 207 SR 109 MINOR ARTERIAL 6629 1 12 1 1700 65 8 305 216 215 SR 109 MINOR ARTERIAL 5875 1 12 1 1700 65 13 306 217 216 SR 109 MINOR ARTERIAL 8946 1 12 1 1700 65 13 307 218 306 SR 109 MINOR ARTERIAL 7578 1 12 1 1700 55 13 308 219 218 SR 109 MINOR ARTERIAL 8097 1 12 1 1700 55 13 309 220 139 SR 109 MINOR ARTERIAL 8483 1 12 1 1700 60 20 310 220 221 SR 109 MINOR ARTERIAL 3177 1 12 1 1350 30 21 311 221 220 SR 109 MINORARTERIAL 3178 1 12 1 1700 40 21 312 221 222 SR 109 MINOR ARTERIAL 2993 1 12 1 1350 30 21 313 222 102 SR 109 MINOR ARTERIAL 1775 1 12 1 1575 35 21 314 222 221 SR 109 MINOR ARTERIAL 2993 1 12 1 1350 30 21 315 224 60 WCHURCH ST LOCAL ROADWAY 3045 1 12 1 1750 30 41 316 225 195 US 52 MINOR ARTERIAL 1904 2 12 1 1900 60 39 317 225 344 LAMAR HWY COLLECTOR 1786 1 12 1 1700 40 39 318 226 225 LAMAR HWY COLLECTOR 2547 1 12 1 1700 55 39 319 227 83 US 1 MINOR ARTERIAL 11882 1 12 1 1700 65 18 320 227 84 US 1 MINOR ARTERIAL 2858 1 12 1 1700 40 18 321 228 229 RT 16 MINOR ARTERIAL 11013 1 12 1 1700 65 24 322 229 230 RT 16 MINOR ARTERIAL 4319 1 12 1 1700 65 24 323 231 39 US 15 BUISNESS MAJOR ARTERIAL 4683 2 12 1 1750 45 21 324 231 102 US 15 BUISNESS MAJOR ARTERIAL 2146 2 12 1 1900 30 21 Robinson Nuclear Plant K-59 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1 A

325 232 2 US 15 BUISNESS MAJOR ARTERIAL 8552 1 12 1 1700 65 21 326 232 103 US 15 BUISNESS MAJOR ARTERIAL 1561 2 12 1 1750 60 21 327 233 42 US 15 MINOR ARTERIAL 8286 1 12 1 1700 40 28 328 233 328 US 15 MINORARTERIAL 1544 1 12 1 1700 60 28 329 233 331 RAILROAD AVE COLLECTOR 3939 1 12 1 1700 40 29 330 234 233 RAILROAD AVE COLLECTOR 1962 1 12 1 1700 40 28 331 235 236 E CAROLINA AVE COLLECTOR 12234 1 12 1 1700 40 32 332 236 237 FLOYD RD COLLECTOR 2943 1 12 1 1700 40 32 333 237 238 FLOYD RD COLLECTOR 8323 1 12 1 1700 40 32 334 238 201 FLOYD RD COLLECTOR 5091 1 12 1 1700 40 32 335 239 78 US 52 MINOR ARTERIAL 2674 1 12 1 1700 50 33 336 240 239 STEEL MILL ROAD COLLECTOR 1219 1 12 1 1750 40 23 337 241 203 US 52 MINOR ARTERIAL 1575 2 12 1 1900 65 39 338 242 241 W SMITH AVE LOCAL ROADWAY 1283 1 12 1 1750 40 33 339 243 33 PINEDALE DR LOCAL ROADWAY 2095 1 12 1 1750 40 38 340 244 64 US 15 MINOR ARTERIAL 2482 1 12 1 1700 60 37 341 246 24 KELLEYTOWN RD COLLECTOR 1234 1 12 1 1750 45 27 342 247 248 KELLEYTOWN RD COLLECTOR 1579 1 12 1 1700 45 27 343 248 249 KELLEYTOWN RD COLLECTOR 14148 1 12 1 1700 45 27 344 249 296 CR 14 COLLECTOR 3037 1 12 1 1700 45 26 345 250 251 CR 17 COLLECTOR 15046 1 12 1 1700 45 26 346 251 252 CR 17 COLLECTOR 7510 1 12 1 1700 45 25 347 252 116 SR 341 MINOR ARTERIAL 4191 1 12 1 1700 65 25 348 253 59 RT 341 MINOR ARTERIAL 1962 1 12 1 1750 30 41 349 254 59 US 15 MINOR ARTERIAL 975 1 12 1 1750 25 41 Robinson Nuclear Plant K-60 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1 9

5-U L54 545 Ub L5 MINUK AKIIAL I bZt I/ 1 J. -/*) 41 351 255 254 E CEDAR LN LOCAL ROADWAY 1461 1 12 1 1750 25 41 352 256 135 RT 16 MINOR ARTERIAL 702 1 12 1 1700 40 20 353 256 197 RT 16 MINOR ARTERIAL 1632 1 12 1 1700 40 20 354 257 256 LAKESIDE DR LOCAL ROADWAY 775 1 12 1 1350 30 20 355 258 119 SR 341 MINOR ARTERIAL 1305 1 12 1 1575 35 17 356 259 258 CHESTNUT STW LOCAL ROADWAY 1076 1 12 1 1750 30 17 357 260 261 SR 151 MAJOR ARTERIAL 1412 1 12 1 1750 40 28 358 261 38 SR 151 MAJOR ARTERIAL 764 1 12 1 1750 40 28 359 262 260 8TH ST LOCAL ROADWAY 1276 1 12 1 1750 30 28 360 263 261 6TH ST LOCAL ROADWAY 1236 1 12 1 1750 30 28 361 264 38 US 15 BUISNESS MAJOR ARTERIAL 230 2 12 1 1750 45 28 362 265 264 W COLLEGE LOCAL ROADWAY 612 1 12 1 1750 30 28 363 266 150 S4TH ST LOCAL ROADWAY 414 1 12 1 1750 30 28 364 267 25 14TH ST LOCAL ROADWAY 1558 1 12 1 1750 40 27 365 268 231 LAKEVIEW BLVD COLLECTOR 6961 1 12 1 1750 40 20 366 269 186 RT 341 MINOR ARTERIAL 2317 1 12 1 1350 30 41 367 270 269 NETTLES ST LOCAL ROADWAY 636 2 12 1 1750 30 41 368 271 151 WWASHINGTON ST LOCAL ROADWAY 3782 1 12 1 1750 35 28 369 272 33 SR 151 MAJOR ARTERIAL 2565 2 12 1 1750 60 38 370 272 273 ROGERS RD LOCAL ROADWAY 2776 1 12 1 1575 35 38 371 272 284 SR 151 MAJOR ARTERIAL 3740 2 12 1 1900 60 38 372 273 275 ROGERS RD LOCAL ROADWAY 4205 1 12 1 1575 35 38 373 274 275 TUNNEL RD LOCAL ROADWAY 2204 1 12 1 1575 35 39 374 275 276 ROGERS RD LOCAL ROADWAY 828 1 12 1 1575 35 39 Robinson Nuclear Plant K-61 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

375 276 277 ROGERS RD LOCAL ROADWAY 1877 1 12 1 1575 35 39 376 277 285 LAMAR HWY COLLECTOR 3652 1 12 1 1700 50 39 377 277 286 LAMAR HWY COLLECTOR 13838 1 12 1 1700 50 38 378 278 226 INDIAN BRANCH RD LOCAL ROADWAY 1223 1 12 1 1750 35 39 379 278 285 HONEYBEE DR LOCAL ROADWAY 729 1 12 1 1575 35 39 380 279 278 INDIAN BRANCH RD LOCAL ROADWAY 2756 1 12 1 1575 35 39 381 280 279 LOT EXIT LOCAL ROADWAY 1566 1 12 1 1575 35 39 382 281 34 SR 151 MAJORARTERIAL 1517 2 12 1 1900 60 39 383 281 319 SR 151 MAJOR ARTERIAL 799 2 12 1 1900 60 39 384 282 278 RACE TRACK RD LOCAL ROADWAY 2202 1 12 1 1575 35 39 385 282 281 RACE TRACK RD LOCAL ROADWAY 1683 1 12 1 1575 35 39 386 283 273 SUNSET DR LOCAL ROADWAY 1698 1 12 1 1575 35 38 387 283 274 SUNSET DR LOCAL ROADWAY 1559 1 12 1 1575 35 38 388 284 34 SR 151 MAJOR ARTERIAL 1473 2 12 1 1900 60 39 389 284 272 SR 151 MAJOR ARTERIAL 3740 2 12 1 1900 60 38 390 285 226 LAMAR HWY COLLECTOR 1105 1 12 1 1750 50 39 391 286 287 LAMAR HWY COLLECTOR 21490 1 12 1 1700 50 38 392 287 288 LAMAR HWY COLLECTOR 3815 1 12 1 1700 50 43 393 288 289 LAMAR HWY COLLECTOR 5196 1 12 1 1700 45 43 394 289 199 1-20 RAMP FREEWAY RAMP 984 1 12 1 1575 35 43 395 290 284 PEARSON BLVD LOCAL ROADWAY 799 1 12 1 1575 35 39 396 291 274 TUNNELRD LOCAL ROADWAY 664 1 12 1 1575 35 39 397 292 57 US 15 MINOR ARTERIAL 1424 1 12 1 1700 45 35 398 292 293 US 15 MINOR ARTERIAL 3875 1 12 1 1700 45 35 399 293 58 US 15 MINOR ARTERIAL 7682 1 12 1 1750 45 35 Robinson Nuclear Plant K-62 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1 d

4UU LV,.' ZLJL I Ub l5 MINUKAKIMAL I NS/b I 1z I I/UU 401 294 292 CR 13 COLLECTOR 440 1 12 1 1700 35 402 295 294 CR 13 COLLECTOR 9385 1 12 1 1700 50 35 403 296 250 CR 14 COLLECTOR 5279 1 12 1 1700 45 26 404 296 297 CR 13 COLLECTOR 5041 1 12 1 1700 50 26 405 297 295 CR 13 COLLECTOR 13621 1 12 1 1700 50 26 406 298 301 OLD CAMDEN RD COLLECTOR 5827 1 12 1 1700 50 14 407 299 300 OLD CAMDEN RD COLLECTOR 14534 1 12 1 1700 50 15 408 300 73 OLD CAMDEN RD COLLECTOR 11447 1 12 1 1700 50 15 409 301 299 OLD CAMDEN RD COLLECTOR 3078 1 12 1 1700 50 15 410 302 54 INDIAN BRANCH RD COLLECTOR 3047 1 12 1 1700 50 36 411 303 302 INDIAN BRANCH RD COLLECTOR 7728 1 12 1 1700 50 36 412 304 303 INDIAN BRANCH RD COLLECTOR 5315 1 12 1 1700 50 27 413 305 303 GALLOWAYTOWN RD COLLECTOR 6036 1 12 1 1700 50 27 414 306 217 SR 109 MINOR ARTERIAL 2164 1 12 1 1700 55 13 415 307 132 FAMILY RD LOCAL ROADWAY 5057 1 12 1 1350 30 19 416 308 307 FAMILY RD LOCAL ROADWAY 3403 1 12 1 1350 30 19 417 309 21 SR 151 MAJORARTERIAL 3055 2 12 1 1900 65 27 418 309 23 SR 151 MAJOR ARTERIAL 2596 2 12 1 1750 65 27 419 310 77 DOVESVILLE HWY LOCAL ROADWAY 533 1 12 1 1750 40 23 420 311 309 NEW MARKET RD LOCAL ROADWAY 3661 1 12 1 1700 50 27 421 312 311 NEW MARKET RD LOCAL ROADWAY 4281 1 12 1 1700 50 20 422 313 28 SR 151 MAJORARTERIAL 1972 2 12 1 1750 65 30 423 313 29 SR 151 MAJOR ARTERIAL 8857 2 12 1 1750 65 30 424 314 24 SR 151 MAJORARTERIAL 8295 2 12 1 1900 65 27 Robinson Nuclear Plant K-63 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

4zL J14 L.13 b 1.1)1 MIiAL MAJUK AKI 154! z 1.z I/+/-)U LI 426 315 25 14TH ST LOCAL ROADWAY 2421 1 12 1 1750 40 27 427 316 190 W SEVEN PINES ST LOCAL ROADWAY 4838 1 12 1 1350 30 37 428 317 316 W SEVEN PINES ST LOCAL ROADWAY 4411 1 12 1 1350 30 36 429 318 235 N ROLLING RD LOCAL ROADWAY 4947 1 12 1 1350 30 21 430 319 281 SR 151 MAJOR ARTERIAL 800 2 12 1 1900 60 39 431 319 321 SR 151 MAJOR ARTERIAL 885 2 12 1 1900 60 39 432 320 319 PARKING LOT EXIT LOCAL ROADWAY 1738 1 12 1 925 15 39 433 321 192 SR 151 MAJOR ARTERIAL 523 2 12 1 1900 60 39 434 321 319 SR 151 MAJOR ARTERIAL 884 2 12 1 1900 60 39 435 322 321 PARKING LOT EXIT LOCAL ROADWAY 381 1 12 1 950 15 39 436 323 173 ON RAMP 1-20 FREEWAY RAMP 1790 1 12 1 1700 60 40 437 324 61 US 15 MINOR ARTERIAL 5415 2 12 1 1900 40 40 438 324 171 US 15 MINOR ARTERIAL 737 2 12 1 1900 40 40 439 324 323 ON RAMP 1-20 FREEWAY RAMP 323 1 12 1 1350 35 40 440 325 327 E CAROLINA AVE COLLECTOR 2123 1 12 1 1350 30 21 441 326 325 E CAROLINA AVE COLLECTOR 1537 1 12 1 1350 30 28 442 327 328 E CAROLINA AVE COLLECTOR 2872 1 12 1 1575 35 28 443 328 46 US 15 MINOR ARTERIAL 3111 1 12 1 1700 60 21 444 328 233 US 15 MINOR ARTERIAL 1544 1 12 1 1750 60 28 445 328 329 E CAROLINA AVE COLLECTOR 3533 1 12 1 1700 40 29 446 329 235 E CAROLINA AVE COLLECTOR 4770 1 12 1 1700 40 29 447 329 331 BILL FARROW HWY COLLECTOR 148 1 12 1 1350 30 29 448 330 332 BILL FARROW HWY COLLECTOR 1676 1 12 1 1350 40 29 449 331 330 BILL FARROW HWY COLLECTOR 1286 1 12 1 1350 30 29 Robinson Nuclear Plant K-64 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

450 332 333 BILL FARROW HWY COLLECTOR 2932 1 12 1 1350 40 29 451 333 334 BILL FARROW HWY COLLECTOR 2044 1 12 1 1350 40 29 452 334 335 BILL FARROW HWY COLLECTOR 1976 1 12 1 1350 40 29 453 335 336 BILL FARROW HWY COLLECTOR 7136 1 12 1 1350 40 32 454 336 337 BILL FARROW HWY COLLECTOR 2877 1 12 1 1350 40 32 455 337 338 BILL FARROW HWY COLLECTOR 6013 1 12 1 1700 40 32 456 338 339 BILL FARROW HWY COLLECTOR 5310 1 12 1 1350 40 32 457 339 340 BILL FARROW HWY COLLECTOR 7975 1 12 1 1350 40 32 458 340 341 BILL FARROW HWY COLLECTOR 9713 1 12 1 1350 40 32 459 341 241 US 52 MINOR ARTERIAL 1271 2 12 1 1750 65 33 460 342 329 BILL FARROW HWY COLLECTOR 3389 1 12 1 1700 40 29 461 343 58 US 15 MINOR ARTERIAL 1236 1 12 1 1750 40 41 462 343 254 US 15 MINOR ARTERIAL 5323 1 12 1 1750 25 41 463 344 206 SR 151 MAJOR ARTERIAL 753 2 12 1 1900 60 39 464 8018 18 SR 151 MAJOR ARTERIAL 9776 2 12 1 1900 70 5 465 8061 61 US 15 MINOR ARTERIAL 7802 1 12 1 1700 40 40 466 8074 74 US 15 MINOR ARTERIAL 3030 1 12 1 1750 60 16 467 8087 87 US I MINOR ARTERIAL 3755 1 12 1 1700 65 24 468 8101 101 US 1 MINOR ARTERIAL 5309 1 12 1 1700 65 3 469 8168 168 1-20 FREEWAY 5336 2 12 1 2250 70 40 470 8184 184 1-20 FREEWAY 2485 2 12 1 2250 75 43 Exit Link 125 8125 HAMPTON ST E MAJOR ARTERIAL 4998 1 12 1 1700 50 5 Exit Link 168 8168 1-20 FREEWAY 5336 2 12 1 2250 70 40 Exit Link 184 8184 1-20 FREEWAY 2485 2 12 1 2250 75 43 Exit Link 245 8246 LEE STATE PARK RD MINOR ARTERIAL 1681 1 12 1 1700 40 42 Robinson Nuclear Plant K-65 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

Exit Link 230 8230 RT 16 MAJOR ARTERIAL 3967 1 12 1 1700 65 24 Exit Link 113 8113 SR 102 MINOR ARTERIAL 7260 1 12 1 1700 50 2 Exit Link 214 8214 SR 109 MINOR ARTERIAL 3370 1 12 1 1700 55 1 Exit Link 95 8095 SR 145 MAJOR ARTERIAL 3772 1 12 1 1700 60 2 Exit Link 18 8018 SR 151 MAJOR ARTERIAL 9866 2 12 1 1900 70 5 Exit Link 344 8206 SR 151 MAJOR ARTERIAL 1238 2 12 1 1900 60 39 Exit Link 128 8128 SR 341 MINOR ARTERIAL 3109 1 12 1 1700 60 10 Exit Link 223 8068 SR 403 MINOR ARTERIAL 1796 1 12 1 1700 50 43 Exit Link 87 8087 US 1 MINOR ARTERIAL 3755 1 12 1 1700 65 24 Exit Link 101 8101 US 1 MINOR ARTERIAL 5309 1 12 1 1700 65 3 Exit Link 61 8061 US 15 MINOR ARTERIAL 7802 1 12 1 1900 40 40 Exit Link 74 8074 US 15 MINOR ARTERIAL 3030 1 12 1 1700 60 16 Exit Link 195 8195 US 52 MINOR ARTERIAL 1435 2 12 1 1900 60 39 Robinson Nuclear Plant K-66 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

Table K-2. Nodes in the Unk-Node Analysis Network which are Controlled 1 2224199 959700 TCP-Actuated 12 2 2293975 937444 Yield 21 4 2252425 933057 TCP-Actuated 20 23 2262330 923264 TCP - Uncontrolled 27 24 2264149 920394 TCP-Actuated 27 25 2272543 914721 TCP-Actuated 27 28 2279666 912078 TCP-Actuated 30 29 2289382 907523 Actuated 30 32 2307064 899934 Stop 38 33 2322827 899006 Actuated 38 38 2279619 925767 Actuated 28 39 2279262 926464 Actuated 28 40 2282138 922265 Actuated 28 46 2290232 929520 Stop 21 50 2280695 915139 Actuated 28 54 2268794 893917 Stop 36 55 2261452 887737 Stop 36 58 2231324 874447 TCP-Actuated 41 59 2227113 868472 TCP-Actuated 41 60 2223608 865540 Stop 41 68 2292072 862723 Stop 43 73 2331458 959810 Stop 16 74 2339695 968150 TCP-Actuated 16 76 2336753 945923 Stop 23 77 2333013 936553 TCP-Actuated 23 78 2330855 925304 Stop 33 82 2223004 956425 Stop 11 84 2196831 939430 Stop 18 88 2227789 968865 TCP-Actuated 12 102 2279760 932657 Stop 21 103 2284252 934660 Actuated 21 104 2287351 946966 Stop 21 105 2291235 958642 Stop 14 110 2287235 998691 TCP-Actuated 9 132 2225936 928064 Stop 19 134 2209329 921529 Stop 25 136 2258629 935550 TCP-Actuated 20 138 2267442 941490 Actuated 20 139 2272231 946642 Stop 20 K-67 KLD Engineering, P.C.

Robinson Nuclear Plant K-67 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

149 2252009 979287 Yield 13 150 2280278 926045 Actuated 28 151 2281356 921597 Actuated 28 154 2330359 919490 Stop 33 190 2278719 881823 Stop 37 193 2334714 897683 TCP - Uncontrolled 39 197 2253238 933631 Stop 20 199 2294082 864431 Yield 43 201 2323360 925592 Stop 32 207 2264181 986696 Stop 8 213 2249604 1022593 TCP-Actuated 2 225 2335379 896385 Stop' 39 226 2333550 894613 Actuated 39 231 2278509 931001 Actuated 21 233 2288082 925391 Stop 28 236 2308972 926403 Stop 32 239 2330807 927978 Actuated 23 241 2333537 901744 Actuated 33 244 2295306 897330 Stop 37 252 2216304 906144 Stop 25 254 2227824 869141 Actuated 41 256 2254626 934465 Stop 20 258 2196172 940301 Actuated 17 260 2277662 924817 Actuated 28 261 2278937 925424 Actuated 28 264 2279496 925962 Actuated 28 269 2227675 867974 Actuated 41 273 2325606 896377 Stop 38 274 2328822 896048 Stop 39 275 2328953 893848 Stop 39 277 2329948 891529 Stop 39 278 2332342 894424 Stop 39 279 2329620 893993 Stop 39 281 2332053 898215 Stop 39 284 2329083 898549 Stop 39 285 2332767 893833 Stop 39 292 2240520 880712 Stop 35 303 2267031 903785 Yield 27 309 2261194 925598 Stop 27 K-68 K-68 KLD Engineering, P.C.

Robinson Nuclear Plant KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

319 2332847 898120 Stop 39 321 2333725 898017 Stop 39 323 2217651 860394 Stop 40 328 2288796 926760 Stop 28 329 2292011 925295 Stop 29 331 2292013 925147 Stop 29 338 2311312 909672 Stop 32 341 2332836 902811 Stop 33 344 2336636 897655 Yield 39 Coordinates are inthe North American Datum of 1983 State Plane South Carolina IThe traffic lights at Governor Williams and Lamar Hwy (US 52/4010 and Governor Williams and Washington Street (US 52 and Hwy 340)) be set to flashing yellow for Governor Williams and flashing red for Lamar Hwy and Washington Street. Source:

Appendix A RERP to Annex 25 to the Darlington County EOP Robinson Nuclear Plant K-69 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

APPENDIX L Zone Boundaries

L. ZONE BOUNDARIES A-O County: Darlington Defined as the areas of: Pineridge community, Clyde community, Hidden Heights subdivision, Hall's Grocery, Easterling's Landing, Atkinson Landing, Johnson Landing, Hall's Crossroad, Segars Mill, Wildwood subdivision, Regency Woods subdivision.

A-1 County: Chesterfield Defined as the areas of: Prospect Church, Spring Branch Church, east bank of Lake Robinson to the Darlington County line.

A-2 County: Chesterfield Defined as the areas of: McKinnon, Middendorf, Zion Hill Church, Little Beaver Dam Branch, Cedar Creek, Ousleydale Church.

B-1 County: Darlington Defined as the areas of: Pond Hollow community, Club Colony subdivision, Northwood subdivision, Lakeview community, Golf Course Rd., Sonoco, Hunter's Point subdivision, Action Ford Dealership, Kalmia subdivision, Flynn's Crossroads, Progressive Village, Carriage House, Timberchase subdivision, Morningside, Scott Center, Saleeby Center, Carolina Pines Regional Medical Center, entire area inside Hartsville city limits, Hartsville Airport Rd.

B-2 County: Darlington Defined as the areas of: Patrick & Old Camden Crossroads, Byrdtown community, McIntosh Millpond, Chapman's Pond, Centerville community, Auburn community, Rosa Lee's Crossroads, Lewis's Crossroads, Swift Creek Fire Department, Darlington International Dragstrip, Lakewood subdivision, Morton community, Ousleydale Rd.

C-1 County: Darlington Defined as the areas of: Kellytown community, Highpoint community, CVS Shopping Plaza, Pam's Restaurant, Harley Circle, Forrest Hills Subdivision, Botany Woods, Cassidy's Trailer Park, Rolling Hills.

Robinson Nuclear Plant L-1 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

C-2 County: Darlington Defined as the areas of: Roller Bearing of SC, Lee's Crossroads, Thomas Hart Academy, Indian Branch Rd., Register's Crossroads, Lydia community, Marco Millpond, Oates community, Tremont subdivision, West: Seven Pines Rd.

D-1 County: Darlington Defined as the areas of: Beaverdam community, Grant's Crossroads, Hannah Pond community, Ashland community, Clyde School Rd.

D-2 County: Darlington Defined as the areas of: Ashland, Stokes Bridge and Turkey Creek communities.

E-1 County: Chesterfield Defined as the areas of: Leland, Tabernacle Church, King's Pond, New Hope Church, Union Church, east bank of Lake Robinson to Darlington County line.

E-2 County: Darlington Defined as the areas of: Middendorf Church, Little Alligator Creek, Lower Alligator Creek, National Wildlife Refuge Headquarters, Ingrains, McBee Lookout Tower, McBee, Sandhill State Forest, Providence Church, Missionary Creek, area south of Rt. 294.

Robinson Nuclear Plant L-2 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

APPENDIX M Evacuation Sensitivity Studies

M. EVACUATION SENSITIVITY STUDIES This appendix presents the results of a series of sensitivity analyses. These analyses are designed to identify the sensitivity of the 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 90 Minutes 2:25 3:55 2 Hours 2:25 3:55 3 Hours 15 Minutes 2:35 3:55 4 Hours 15 Minutes (Base) 2:35 4:25 As discussed in Section 7.3, in the base case traffic congestion persists within the EPZ in a few locations until 2:50 after the ATE. As such, the ETE for the 100th percentile drops with decreased trip generation time until the point at which congestion becomes the determining factor. Thus the one hour reduction in trip generation time from 4:15 to 3:15 results in only a half hour reduction in 100th percentile ETE. Reducing the trip generation time another 45 minutes, results in no further reduction in ETE.

The 90th percentile ETE is not sensitive to truncating the tail of the mobilization time distribution, largely due to the congestion that exists for almost 3 hours3.472222e-5 days <br />8.333333e-4 hours <br />4.960317e-6 weeks <br />1.1415e-6 months <br />.

Robinson Nuclear Plant M-1 M-1 KLD Engineering, P.C.

KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

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 Sections 3.2 and 7.1 for additional information on population within the shadow region.

Table M-2 presents the evacuation time estimates for each of the cases considered. The results show that the ETE is not impacted by shadow evacuation from 0% to 20%. Tripling the shadow percentage increases the ETE by 5 minutes for the 90th percentiles, which is not a significant change. Note, the telephone survey results presented in Appendix F indicate that 14% of households would elect to evacuate if advised to shelter. Thus, the base assumption of 20% non-compliance suggested in NUREG/CR-7002 is reasonable.

Table M-2. Evacuation Time Estimates for Shadow Sensitivity Study Pecn Shdo Shadow Evcato Veice 90" Pecntl 10" Pecntl 0 0 2:30 4:25 15 1,438 2:35 4:25 20 (Base) 1,918 2:35 4:25 60 5,753 2:40 4:25 Robinson Nuclear Plant M-2 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

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 study area (EPZ plus Shadow Region). As population in the study area 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 study area, 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 percent change in population within the study area was increased by 55%. Changes in population were applied to permanent residents only (as per federal guidance), in both the EPZ area and in the Shadow Region.
2. The transportation infrastructure remained fixed; the presence of new roads or highway capacity improvements were not considered.
3. The study was performed for the 2-Mile Region (R01), 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 to be considered in this sensitivity study (Scenario 6).
5. The scenario that yielded the highest results was also considered in this sensitivity (Scenario 8).

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 all of the base ETE values 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.

Those percent population changes which result in ETE changes greater than 30 minutes are shown in red below - a 40% increase in the EPZ population for Scenario 6 and a 50% increase for Scenario 8. Progress Energy will have to estimate the EPZ population on an annual basis. If the EPZ population increases by 40% or more, an updated ETE analysis will be needed.

Robinson Nuclear Plant M-3 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

Table M-3. ETE Variation with Population Change Scenario 6 Resien Poplaio Bas Poplaio Chng ETfor Pecntl

  • t Region Base I Population Change 40% 1 50% 55%

2-MILE 2:05 2:05 2:05 2:05 5-MILE 2:10 2:25 2:30 2:30 FULL EPZ 2:30 3:00 3:10 3:10 Region Base Population Change 40% 50% 55%

2-MILE 4:15 4:15 4:15 4:15 5-MILE 4:20 4:20 4:25 4:35 FULL EPZ 4:25 5:00 5:10 5:15 Table M-4. ETE Variation with Population Change Scenario 8 Region Population Change Base +50% +55% +60%

2-MILE 2:10 2:10 2:10 2:10 5-MILE 2:35 3:00 3:05 3:05 FULL EPZ 3:10 3:40 3:45 3:50 Region Population Change Base +50% +55% +60%

2-MILE 5:15 5:20 5:20 5:20 5-MILE 5:20 5:20 5:20 5:20 FULL EPZ 5:25 5:40 5:45 5:50 Robinson Nuclear Plant M-4 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

M.4 Effect of Additional Traffic Control Points on E Old Camden Rd A sensitivity study was conducted to determine the effect on the ETE of making the following intersections TCPs:

1. E. Old Camden Road and US 15 (Hartsville Highway) - node 73
2. E. Old Camden Road and SR 102 (Patrick Highway) - node 105 As stated in Section 7 and Appendix G, the outbound approaches to these intersections are at LOS F for a sustained period. For Scenario 1, Region 3, the Old Camden Road / Patrick Highway intersection is the last within the EPZ to clear.

The case considered was Scenario 1, Region 3; a summer, midweek, midday, good weather. In the base case, congestion (LOS F) clears at 2:40 and 3:20 for the first and second location respectively; in the case with the TCPs those times are 1:45 and 2:20. Thus the congestion clears significantly sooner, meaning there is less delay on those specific links, but considering the EPZ as a whole, the activation of these TCPs reduces the 9 0 th percentile ETE by only 5 minutes. The 100th percentile ETE is unchanged (it is governed by the mobilization stragglers and not network congestion).

Table M-5: Effect on ETE of Two Additional TCPs Tri Evcato Tim EsiaefrEtr Geeato Peio go, h Pecnie10hPretl With TCPs 2:25 4:25 I without TCPs (Base) 2:30 4:25 Robinson Nuclear Plant M-5 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

APPENDIX N ETE Criteria Checklist

N. ETE CRITERIA CHECKLIST Table N-1. ETE Review Criteria Checklist NR Reie Crtei Crtro Adrse Comments inEAnayi 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, Figure 3-1 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, Appendix D 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 2.3, 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 Robinson Nuclear Plant N-1 KLD Engineering, P.C.

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Nr iR e r iR a e v i e w C C ri t e ri o n A d d e s dC m e t

e. Methods used to address data uncertainties should be Yes Section 3 - avoid double counting.

described.

Section 5, Appendix F - 4.5% sampling error at 95% confidence interval for telephone survey.

Appendix M - Sensitivity studies addresses potential variation in shadow evacuation and trip generation.

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 Section 2.2, Section 2.3.9, 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

a. A map of EPZ with emergency response planning areas Yes Figure 6-1 (ERPAs) should be included.

Robinson Nuclear Plant N-2 KLD Engineering, P.C.

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NR Reie Crtei Crtro Addrese. Comet D. A taOe snoula De proviaea iaentiTying tne tK'AS Yes I able b-i considered for each ETE calculation by downwind direction in each sector.

c. A table similar to Table 1-4, "Evacuation Areas for 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, transients- Section population groups, including permanent residents of the 3, Appendix E EPZ, transients, special facilities, and schools. Special facilities, schools - Section 8, Appendix E Employees, Section 3.4, 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 Robinson Nuclear Plant N-3 KLD Engineering, P.C.

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a. The persons per vehicle value should be between 1 and 2 Yes 1.89 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-4 2.1.2 Transient Population
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 2.1, 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 Section 6, Table 6-3 Scenario percentages.

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. _

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b. Transportation resources needed to evacuate this group Yes Section 8.1, Tables 8-5, 8-10 should be quantified.

Drivers: Section 2.3, assumption 7

c. The county/local evacuation plans for transit dependent Yes Sections 8.1, 8.4 residents should be used in the analysis.
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 8-1 -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 Robinson Nuclear Plant N-5 KLD Engineering, P.C.

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a. A list of special facilities, including the type of facility, Yes Appendix E, Tables E list facilities, type, location, and average population should be provided. 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.
c. The number of wheelchair and bed-bound individuals Yes Section 3.5, Table 8-4 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 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.

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d. The need for return trips should be identified if necessary. Yes There are sufficient school buses to evacuate the school children. Parents pick up children from daycares or the facility provides transportation.

Section 8.3 and Figure 8-1 discuss the potential for a multiple wave evacuation.

2.5.1 Special Events

a. A complete list of special events should be provided and Yes Section 3.7, One special event at the includes information on the population, estimated Darlington Raceway. This is the only duration, and season of the event, special event that would bring a significant number of transients to the area.
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. Figure 3-4 Table 3-3 Robinson Nuclear Plant N-7 KLD Engineering, P.C.

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c. The loading ot the shadow evacuation onto the roadway Yes section 5- Table 5-9 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

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. I 3.1 Roadway Characteristics
a. A field survey of key routes within the EPZ has been Yes Section 1.3 conducted. J Robinson Nuclear Plant N-8 KLD Engineering, P.C.

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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.
e. A legible map of the roadway system that identifies node Yes Appendix K, Figures K-1 through K-45 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.

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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

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 Section 5.3 - page 5-10 streets and driveways, when applicable. Appendix F - Section F.3.3 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.

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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

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.

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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

a. If available, existing plans and bus routes should be used Yes Section 8.3 - page 8-7. Pre-established bus in the ETE analysis. If new plans should be developed with routes do not exist. Basic bus routes were the ETE, they have been agreed upon by the responsible developed for the ETE analysis using authorities, recommended evacuation routes- see Figure 8-2, Table 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 Robinson Nuclear Plant N-12 KLD Engineering, P.C.

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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 8.4 return trips, if necessary. Tables 8-11 through 8-13 Second wave is needed for transit dependents unless resources are provided by the State.

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-bound individuals Yes Tables 8-4, 8-14 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 Yes Section 8.4, Table 8-4 the 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.

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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.
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), and 8-8 (rain), and 8-9 (snow). 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 Yes Section 8.4 - page 8-8 the evacuation can be completed in a single trip or if additional trips are needed.

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e. If return trips are needed, the destination of school buses Yes Return trips are not needed for schools.

should be provided.

Destinations: Table 8-3, should the buses be needed for daycare or transit dependent evacuation.

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 relocation centers where they will be pass through the reception center prior to being picked 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, and 8-9 provide time needed to arrive at care center, which could be used to compute a second wave evacuation if necessary.

4.2 ETE Modeling

a. General information about the model should be provided Yes DYNEV II (Ver. 4.0.15.0). 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 Robinson Nuclear Plant N-15 KLD Engineering, P.C.

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NRC Review Criteria Criterion Addressed Comments in ETE Analysis

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.
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.

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c. Color coded roadway maps should be provided for various Yes Figures 7-3 through 7-7 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
b. The ETE for 100% of 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 1 0 0 th 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.

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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 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, as noted in Table 1-1.

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.

that may affect the ETE.

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.

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. _

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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.

Tables 8-11 through 8-13 include second wave.

Sample long-hand calculation Section 8-5

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 Robinson Nuclear Plant N-19 KLD Engineering, P.C.

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