Text

Final Report Kld TR-488, Revision 1, Development of Evacuation Time Estimates, Table K-1. Evacuation Roadway Network Characteristics
	ML12355A714
Person / Time
Site:	Cook
Issue date:	11/30/2012
From:	; KLD Engineering, PC
To:	; Office of Nuclear Reactor Regulation, American Electric Power
References
	AEP-NRC-2012-78 KLD TR-488, Rev. 1
	Download: ML12355A714 (93)
	v • d • e

Table K-1. Evacuation Roadway Network Characteristics 1 2 372 N CRYSTAL AVE Collector 1362 1 12 4 1700 40 5 2 2 470 W MAIN ST Minor Arterial 931 2 12 12 1900 65 5 3 2 471 N CRYSTAL AVE Collector 671 1 12 4 1700 40 5 4 3 4 1-94 Freeway 212 3 12 10 2250 70 30 5 4 3 1-94 Freeway 212 3 12 10 2250 70 30 6 4 601 1-94 Freeway 914 3 12 10 2250 70 30 7 4 685 1-94 OFF-RAMP TO LA PORT RD Freeway Ramp 1193 1 12 4 1700 40 30 8 5 6 1-94 Freeway 1164 3 12 10 2250 70 30 9 5 601 1-94 Freeway 446 3 12 10 2250 70 30 10 6 5 1-94 Freeway 1164 3 12 10 2250 70 30 11 6 7 1-94 Freeway 4338 3 12 10 2250 70 30 12 6 17 1-94 OFF-RAMP TO LA PORT RD Freeway Ramp 1328 1 12 4 1700 40 30 13 7 6 1-94 Freeway 4339 3 12 10 2250 70 30 14 7 8 1-94 Freeway 2477 3 12 10 2250 70 30 15 8 7 1-94 Freeway 2476 3 12 10 2250 70 30 16 8 9 1-94 Freeway 2185 3 12 10 2250 70 30 17 9 138 1-94 Freeway 469 3 12 10 2250 70 30 18 9 141 1-94 OFF-RAMP TO US-12 Freeway Ramp 751 1 12 4 1700 40 30 19 10 8 1-94 Freeway 1706 3 12 10 2250 70 30 20 11 12 1-94 Freeway 5380 3 12 10 2250 75 30 21 11 25 1-94 Freeway 3517 3 12 10 2250 70 30 22 12 11 1-94 Freeway 5379 3 12 10 2250 75 30 23 12 13 1-94 Freeway 3075 3 12 10 2250 75 24 24 13 12 1-94 Freeway 3075 3 12 10 2250 75 24 25 13 149 1-94 Freeway 998 3 12 10 2250 70 24 KLD Engineering, P.C.

Donald C. Cook Nuclear Plant K-38 K-38 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

26 14 16 1-94 Freeway 6953 3 12 10 2250 75 25 27 14 148 1-94 Freeway 1084 3 12 10 2250 70 24 28 15 28 1-94 Freeway 2926 3 12 10 2250 75 25 29 15 586 1-94 Freeway 4102 3 12 10 2250 75 25 30 16 14 1-94 Freeway 6953 3 12 10 2250 75 25 31 16 585 1-94 Freeway 3368 3 12 10 2250 75 25 1-94 ON-RAMP FROM LA PORT 32 17 4 RD Freeway Ramp 1460 1 12 4 1700 40 30 33 17 19 LA PORT RD Minor Arterial 1794 2 12 4 1900 35 30 34 17 606 LA PORT RD Minor Arterial 311 2 12 4 1900 40 30 1-94 ON-RAMP FROM LA PORT 35 18 6 RD Freeway Ramp 1938 1 12 4 1350 30 30 36 18 600 LA PORT RD Minor Arterial 331 2 12 4 1700 40 30 37 18 685 LA PORT RD Minor Arterial 269 2 12 4 1900 40 30 38 19 17 LA PORT RD Minor Arterial 1794 2 12 4 1900 40 30 39 19 464 S WHITTAKER ST Collector 5516 1 12 4 1750 35 30 40 21 10 1-94 ON-RAMP FROM US-12 Freeway Ramp 967 1 12 4 1700 40 30 41 21 22 US-12 Minor Arterial 1360 2 12 4 1900 55 30 42 21 143 US-12 Minor Arterial 432 2 12 4 1900 55 30 43 22 21 US-12 Major Arterial 1360 2 12 4 1900 55 30 44 22 240 US-12 Minor Arterial 1280 2 12 4 1750 55 30 45 23 24 US-12 Minor Arterial 2250 2 12 4 1900 60 30 46 23 27 US-12 Minor Arterial 635 2 12 4 1900 55 30 47 24 23 US-12 Minor Arterial 2250 2 12 4 1900 60 30 48 24 703 US-12 Collector 20928 1 12 4 1700 60 31 49 25 21 1-94 OFF-RAMP TO US-12 Freeway Ramp 1451 1 12 4 1700 40 30 50 25 144 1-94 Freeway 555 3 12 10 2250 70 30 KID Engineering, P.C.

Donald C. Cook Nuclear Plant Donald C. Cook Nuclear Plant K-39 KILD Engineering, P.C.

Evacuation Time Estimate Rev. 1

0 51 26 11 1-94 Freeway 3418 3 12 10 2250 75 30 52 26 23 1-94 OFF-RAMPTO US-12 Freeway Ramp 1368 1 12 4 1350 30 30 53 27 23 US-12 Minor Arterial 635 2 12 4 1900 55 30 54 27 139 1-94 ON-RAMP FROM US-12 Freeway Ramp 575 1 12 4 1350 30 30 55 27 140 1-94 ON-RAMP FROM US-12 Freeway Ramp 547 1 12 4 1350 30 30 56 27 143 US-12 Minor Arterial 936 2 12 4 1900 55 30 57 28 15 1-94 Freeway 2918 3 12 10 2250 75 25 58 28 29 1-94 Freeway 3574 3 12 10 2250 75 25 59 29 28 1-94 Freeway 3574 3 12 10 2250 75 25 60 29 204 1-94 Freeway 1012 3 12 10 2250 75 19 61 30 31 1-94 Freeway 3556 3 12 10 2250 7-5 20 62 30 38 1-94 Freeway 6764 3 12 10 2250 75 20 63 31 30 1-94 Freeway 3548 3 12 10 2250 75 20 1-94 OFF-RAMP TO RED ARROW 64 31 182 HWY Freeway Ramp 1082 1 12 4 1700 40 20 65 31 187 1-94 Freeway 965 3 12 10 2250 75 20 66 32 39 1-94 Freeway 16445 3 12 10 2250 75 15 67 32 181 1-94 Freeway 2157 3 12 10 2250 75 20 1-94 OFF-RAMP TO GRAND 68 33 212 MERE RD Freeway Ramp 1055 1 12 4 1700 45 15 69 33 510 1-94 Freeway 1743 3 12 10 2250 75 15 70 33 683 1-94 Freeway 4961 3 12 10 2250 75 15 71 34 35 1-94 Freeway 1867 3 12 10 2250 75 11 72 34 510 1-94 Freeway 1824 3 12 10 2250 75 11 73 35 34 1-94 Freeway 1870 3 12 10 2250 75 11 74 35 166 1-94 Freeway 3981 3 12 10 2250 75 11 75 36 37 1-94 Freeway 2042 3 12 10 2250 75 12 Donald C. Cook Nuclear Plant K-40 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

0 76 36 152 1-94 Freeway 7260 3 12 10 2250 75 11 77 37 36 1-94 Freeway 2048 3 12 10 2250 75 12 78 37 40 1-94 Freeway 6140 3 12 10 2250 75 12 79 38 30 1-94 Freeway 6764 3 12 10 2250 75 20 80 38 197 1-94 Freeway 6137 3 12 10 2250 75 19 81 39 32 1-94 Freeway 16445 3 12 10 2250 75 15 82 39 683 1-94 Freeway 5886 3 12 10 2250 75 15 83 40 37 1-94 Freeway 6140 3 12 10 2250 75 12 84 40 67 1-94 Freeway 1009 3 12 10 2250 75 12 85 40 70 1-94 OFF-RAMP TO SR 63 Freeway Ramp 1072 1 12 4 1700 40 12 86 41 42 1-94 Freeway 3040 3 12 10 2250 75 12 87 41 68 1-94 Freeway 1583 3 12 10 2250 75 12 88 42 41 1-94 Freeway 3040 3 12 10 2250 75 12 89 42 87 1-94 Freeway 728 3 12 10 2250 75 12 90 43 83 1-94 Freeway 3903 3 12 10 2250 75 12 91 43 88 1-94 Freeway 725 3 12 10 2250 75 12 92 44 82 SR 139 Collector 1222 1 12 4 1700 55 12 93 44 153 SR 139 Collector 2353 1 12 4 1700 55 12 94 45 94 SR 139 Minor Arterial 1022 2 12 4 1750 55 12 95 45 153 SR 139 Collector 3109 1 12 4 1700 55 12 96 47 92 SR 63 Collector 792 1 12 4 1700 45 12 97 47 459 SR 63 Collector 3441 1 12 6 1700 50 12 98 48 95 SR 139 Collector 1246 1 12 6 1700 60 12 99 48 722 SR 139 Collector 2564 1 12 6 1700 60 12 100 49 50 SR 139 Collector 6065 1 12 10 1750 60 17 101 49 514 SR 139 Collector 6173 1 12 6 1700 60 17 Donald C. Cook Nuclear Plant K-41 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

0 102 50 49 SR 139 Collector 6078 1 12 10 1700 60 17 103 50 574 SR 139 Collector 5179 1 12 10 1700 60 17 104 51 97 SR 139 Minor Arterial 351 2 12 4 1900 60 17 105 51 449 RED BUD TRAIL Collector 8000 1 12 0 1700 55 17 106 51 574 SR 139 Collector 3258 1 12 10 1700 60 17 107 52 129 SR 139 Collector 4328 1 12 4 1700 50 17 108 52 641 SR 139 Collector 1855 1 12 4 1700 50 17 109 53 55 US-31 Freeway 3253 2 12 10 2250 75 17 110 53 99 US-31 Freeway 3689 2 12 10 2250 75 17 111 54 100 US-31 Freeway 1415 2 12 10 2250 75 17 112 54 122 US-31 Freeway 5344 2 12 10 2250 75 22 113 55 53 US-31 Freeway 3257 2 12 10 2250 75 17 114 55 206 US-31 Freeway 2783 2 12 10 2250 75 17 115 56 207 US-31 Freeway 2933 2 12 10 2250 75 17 116 56 505 US-31 Freeway 1633 2 12 10 2250 75 17 117 57 58 US-31 Freeway 7213 2 12 10 2250 75 13 118 57 207 US-31 Freeway 5506 2 12 10 2250 75 13 119 58 57 US-31 Freeway 7213 2 12 10 2250 75 13 120 58 384 US-31 Freeway 3722 2 12 10 2250 75 13 US-31 OFF-RAMP TO SODUS 121 58 423 PKWY Freeway Ramp 1848 2 12 4 1700 45 13 122 59 159 US-31 Freeway 5014 2 12 10 2250 75 13 123 59 384 US-31 Freeway 2703 2 12 10 2250 75 13 124 60 83 1-94 Freeway 2294 3 12 10 2250 75 12 125 60 282 1-94 Freeway 2762 3 12 10 2250 75 8 1-94 OFF-RAMP TO PIPESTONE 126 60 300 ST Freeway Ramp 777 1 12 4 1700 45 12 Donald C. Cook Nuclear Plant K-42 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

127 61 151 1-94 Freeway 3326 3 12 10 2250 75 8 128 61 687 1-94 Freeway 1407 3 12 10 2250 75 8 129 62 111 1-94 Freeway 1127 2 12 10 2250 70 8 130 66 73 SR 63 Collector 1716 1 12 12 1750 55 12 131 66 346 SR 63 Collector 4381 1 12 12 1750 50 12 132 67 40 1-94 Freeway 1009 3 12 10 2250 70 12 133 67 76 1-94 Freeway 470 3 12 10 2250 75 12 134 68 41 1-94 Freeway 1583 3 12 10 2250 75 12 135 68 74 1-94 OFF-RAMP TO SR 63 Freeway Ramp 1281 1 12 4 1700 40 12 136 68 76 1-94 Freeway 1150 3 12 10 2250 75 12 137 69 70 1-94 ON-RAMP FROM SR 63 Freeway Ramp 573 1 12 4 1700 40 12 138 69 73 SR 63 Collector 1083 1 12 0 1750 55 12 139 69 460 SR 63 Minor Arterial 391 2 12 4 1750 55 12 140 70 67 1-94 ON-RAMP FROM SR 63 Freeway Ramp 647 1 12 4 1350 30 12 141 70 69 1-94 OFF-RAMP TO SR 63 Freeway Ramp 573 2 12 4 1900 40 12 142 73 66 SR 63 Collector 1716 1 12 12 1700 55 12 143 73 69 SR 63 Collector 1083 1 12 0 1700 55 12 144 73 74 1-94 ON-RAMP FROM SR 63 Freeway Ramp 566 1 12 4 1700 40 12 145 74 73 1-94 OFF-RAMP TO SR 63 Freeway Ramp 567 2 12 4 1750 40 12 146 74 76 1-94 ON-RAMP FROM SR 63 Freeway Ramp 792 1 12 4 1350 30 12 147 76 67 1-94 Freeway 470 3 12 10 2250 75 12 148 76 68 1-94 Freeway 1150 3 12 10 2250 75 12 149 77 42 1-94 ON-RAMP FROM SR 139 Freeway Ramp 930 1 12 4 1700 45 12 150 77 84 1-94 OFF-RAMP TO SR 139 Freeway Ramp 491 1 12 4 1750 30 12 151 81 84 SR 139 Minor Arterial 1602 2 12 4 1750 45 12 152 81 278 NICKERSON AVE Collector 1130 1 12 10 1700 45 12 Donald C. Cook Nuclear Plant K-43 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

153 81 279 NICKERSON AVE Collector 1410 1 12 10 1700 45 12 154 81 310 SR 139 Minor Arterial 2015 2 12 4 1750 45 12 155 82 44 SR 139 Collector 1222 1 12 4 1700 55 12 156 82 89 SR 139 Minor Arterial 1114 2 12 4 1900 55 12 157 83 43 1-94 Freeway 3903 3 12 10 2250 75 12 158 83 60 1-94 Freeway 2303 3 12 10 2250 75 12 1-94 OFF-RAMP TO PIPESTONE 159 83 302 ST Freeway Ramp 750 1 12 4 1750 45 12 160 84 77 1-94 ON-RAMP FROM SR 139 Freeway Ramp 493 1 12 4 1700 45 12 161 84 81 SR 139 Minor Arterial 1602 2 12 4 1750 45 12 162 84 89 SR 139 Minor Arterial 1032 2 12 4 1900 45 12 163 86 87 1-94 Freeway 331 3 12 10 2250 75 12 164 86 88 1-94 Freeway 618 3 12 10 2250 75 12 165 86 91 1-94 OFF-RAMP TO SR 139 Freeway Ramp 753 1 12 4 1350 30 12 166 87 42 1-94 Freeway 728 3 12 10 2250 75 12 167 87 77 1-94 OFF-RAMP TO SR 139 Freeway Ramp 749 1 12 4 1350 30 12 168 87 86 1-94 Freeway 331 3 12 10 2250 75 12 169 88 43 1-94 Freeway 725 3 12 10 2250 75 12 170 88 86 1-94 Freeway 618 3 12 10 2250 75 12 171 89 82 SR 139 Minor Arterial 1113 2 12 4 1900 55 12 172 89 84 SR 139 Minor Arterial 1032 2 12 4 1750 45 12 173 89 91 1-94 ON-RAMP FROM SR 139 Freeway Ramp 657 1 12 4 1700 45 12 174 91 88 1-94 ON-RAMP FROM SR 139 Freeway Ramp 718 1 12 4 1700 45 12 175 91 89 1-94 OFF-RAMP TO SR 139 Freeway Ramp 653 1 12 4 1900 30 12 176 92 47 SR 63 Collector 792 1 12 4 1700 45 12 177 92 94 MINERS RD Collector 854 1 12 4 1750 40 12 Donald C. Cook Nuclear Plant K-44 KILD Engineering, P.C.

Evacuation Time Estimate Rev. 1

0 178 92 819 SR 63 Collector 1001 1 12 4 1700 40 12 179 93 94 MINERS RD Collector 2318 1 12 4 1750 50 12 180 94 45 SR 139 Minor Arterial 1022 2 12 4 1900 55 12 181 94 92 MINERS RD Collector 854 1 12 4 1900 60 12 182 94 819 SR 139 Collector 492 2 12 4 1700 55 12 183 95 48 SR 139 Collector 1246 1 12 6 1700 60 12 184 95 643 SR 139 Minor Arterial 1378 2 12 4 1900 55 12 185 96 514 SR 139 Collector 2536 1 12 6 1700 60 12 186 96 722 SR 139 Collector 3552 1 12 6 1700 60 12 187 97 51 SR 139 Minor Arterial 351 1 12 4 1900 60 17 188 97 104 US-31 ON-RAMP FROM SR 139 Freeway Ramp 906 1 12 4 1700 40 17 189 97 106 SR 139 Minor Arterial 981 2 12 4 1900 50 17 190 98 102 US-31 ON-RAMP FROM SR 139 Freeway Ramp 816 1 12 4 1700 40 17 191 98 106 SR 139 Minor Arterial 646 2 12 4 2250 50 17 192 98 641 SR 139 Minor Arterial 2858 2 12 4 1900 50 17 193 99 53 US-31 Freeway 3689 2 12 10 2250 75 17 194 99 103 US-31 OFF-RAMP TO SR 139 Freeway Ramp 800 1 12 4 1700 45 17 195 99 695 US-31 Freeway 1507 2 12 10 2250 75 17 196 100 54 US-31 Freeway 1415 2 12 10 2250 75 17 197 100 101 US-31 OFF-RAMP TO SR 139 Collector 798 1 12 4 1700 45 17 198 100 695 US-31 Freeway 1580 2 12 10 2250 75 17 199 101 98 US-31 OFF-RAMP TO SR 139 Collector 468 1 12 4 1750 45 17 200 102 99 US-31 ON-RAMP FROM SR 139 Freeway Ramp 1429 1 12 4 1700 40 17 201 103 97 US-31 OFF-RAMP TO SR 139 Collector 697 1 12 4 1700 45 17 202 104 100 US-31 ON-RAMP FROM SR 139 Freeway Ramp 1169 1 12 4 1700 40 17 203 105 107 US-31 OFF-RAMP TO SR 139 Collector 647 1 12 4 1350 30 17 Donald C. Cook Nuclear Plant K-45 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

204 106 97 SR 139 Minor Arterial 981 1 12 4 1700 50 17 205 106 98 SR 139 Minor Arterial 646 2 12 4 1750 50 17 206 107 106 US-31 OFF-RAMP TO SR 139 Freeway Ramp 556 1 12 4 1350 30 17 207 108 151 1-94 Freeway 6242 3 12 10 2250 75 8 208 108 281 1-94 Freeway 3699 3 12 10 2250 75 8 209 109 114 1-196 Minor Arterial 2823 2 12 10 2250 60 8 210 109 688 1-94 ON-RAMP FROM 1-196 Freeway Ramp 1958 2 12 4 1900 45 8 211 109 816 1-196 Freeway 547 3 12 10 2250 70 8 212 110 113 1-94 Freeway 1939 3 12 10 2250 75 8 213 110 150 1-94 OFF-RAMP TO 1-196 Freeway Ramp 2159 2 12 10 1900 40 8 214 110 687 1-94 Freeway 954 3 12 10 2250 75 8 215 111 62 1-94 Minor Arterial 1127 2 12 10 2250 70 8 216 111 109 1-94 OFF-RAMP TO 1-196 Freeway Ramp 1687 1 12 4 1700 40 8 217 111 113 1-94 Freeway 3064 2 12 10 2250 75 8 218 113 110 1-94 Freeway 1939 3 12 10 2250 75 8 219 113 111 1-94 Freeway 3064 3 12 10 2250 75 8 220 114 109 1-196 Minor Arterial 2823 2 12 10 2250 60 8 221 114 150 1-94 OFF-RAMPTO 1-196 Freeway Ramp 1148 2 12 10 1900 40 8 222 116 777 1-196 Freeway 1200 2 12 10 2250 70 2 223 122 54 US-31 Freeway 5337 2 12 10 2250 75 22 224 122 447 US-31 Freeway 3453 2 12 10 2250 75 22 225 123 137 US-31 Freeway 5242 2 12 10 2250 75 22 226 123 448 US-31 Freeway 7441 2 12 10 2250 75 22 227 124 125 US-31 Freeway 13748 2 12 10 2250 75 29 228 124 137 US-31 Freeway 5336 2 12 10 2250 75 22 229 125 124 US-31 Freeway 13748 2 12 10 2250 75 29 Donald C. Cook Nuclear Plant K-46 KILD Engineering, P.C.

Evacuation Time Estimate Rev. 1

230 125 126 US-31 Freeway 2410 2 12 10 2250 75 29 US-31 OFF-RAMP TO WALTON 231 125 325 RD Freeway Ramp 1909 1 12 4 1700 45 29 232 126 125 US-31 Freeway 2410 2 12 10 2250 75 29 US-31 OFF-RAMP TO WALTON 233 126 326 RD Freeway Ramp 1924 1 12 4 1700 45 29 234 126 587 US-31 Freeway 2650 2 12 10 2250 75 29 235 127 262 US-31 OFF-RAMP TO US-12 Freeway Ramp 1696 1 12 4 1700 45 35 236 127 604 US-31 Freeway 980 2 12 10 2250 75 35 237 127 814 US-31 Freeway 1054 2 12 10 2250 75 35 238 128 261 US-31 OFF-RAMP TO US-12 Freeway Ramp 1810 1 12 4 1700 45 34 239 128 268 US-31 Freeway Ramp 5204 3 12 10 2250 75 35 240 128 604 US-31 Minor Arterial 1908 2 12 10 2250 75 35 241 129 52 SR 139 Collector 4328 1 12 4 1750 50 17 242 129 130 SR 139 Collector 2041 2 12 4 1750 40 22 243 130 129 SR 139 Collector 2034 1 12 4 1700 40 22 244 130 245 SR 139 Collector 1965 1 12 4 1700 40 22 245 130 760 W FERRY ST Collector 625 1 12 4 1350 30 22 246 132 133 SR 139 Collector 3427 1 12 8 1700 40 22 247 132 502 DEANS HILL RD Collector 293 1 12 0 1700 40 22 248 133 759 SR 139 Collector 6760 1 12 8 1700 60 23 249 134 135 SR 139 Collector 6221 1 12 8 1700 60 23 250 135 136 SR 139 Collector 5796 1 12 8 1700 60 29 251 136 646 SR 139 Collector 994 1 12 8 1700 40 29 252 137 123 US-31 Freeway 5248 2 12 10 2250 75 22 253 137 124 US-31 Freeway 5333 2 12 10 2250 75 22 254 138 26 1-94 Freeway 1019 3 12 10 2250 70 30 Donald C. Cook Nuclear Plant K-47 KILD Engineering, P.C.

Evacuation Time Estimate Rev. 1

255 139 26 1-94 ON-RAMP FROM US-12 Freeway Ramp 516 1 12 4 1700 40 30 256 140 138 1-94 ON-RAMP FROM US-12 Freeway Ramp 534 1 12 4 1125 25 30 257 141 23 1-94 OFF-RAMP TO US-12 Freeway Ramp 592 1 12 4 1700 40 30 258 143 21 US-12 Minor Arterial 432 2 12 4 1900 55 30 259 143 27 US-12 Minor Arterial 936 2 12 4 1900 55 30 260 143 144 1-94 ON-RAMP FROM US-12 Freeway Ramp 1118 1 12 4 1350 30 30 261 144 145 1-94 Freeway 825 3 12 10 2250 70 30 262 145 10 1-94 Freeway 495 3 12 10 2250 70 30 263 145 143 1-94 OFF-RAMP TO US-12 Freeway Ramp 932 1 12 4 1350 30 30 1-94 ON-RAMP FROM UNION 264 146 13 PIER RD Freeway Ramp 1043 1 12 4 1700 40 24 265 146 147 UNION PIER RD Local Roadway 1881 1 12 4 1350 30 24 266 146 238 UNION PIER RD Local Roadway 4082 1 12 0 1350 30 24 1-94 ON-RAMP FROM UNION 267 147 14 PIER RD Freeway Ramp 1065 1 12 4 1700 40 24 268 147 146 UNION PIER RD Local Roadway 1881 1 12 4 1350 30 24 269 147 254 W ELM VALLEY RD Local Roadway 502 1 10 0 1350 30 24 270 148 14 1-94 Freeway 1084 3 12 10 2250 70 24 1-94 OFF-RAMP TO UNION PIER 271 148 147 RD Freeway Ramp 799 1 12 4 1575 35 24 272 148 149 1-94 Freeway 1021 3 12 10 2250 70 24 273 149 13 1-94 Freeway 998 3 12 10 2250 70 24 1-94 OFF-RAMP TO UNION PIER 274 149 146 RD Freeway Ramp 669 1 12 4 1575 35 24 275 149 148 1-94 Freeway 1021 3 12 10 2250 70 24 276 150 113 1-94 ON-RAMP FROM 1-196 Freeway Ramp 825 1 12 4 1125 25 8 277 150 114 1-94 OFF-RAMP TO 1-196 Freeway Ramp 1156 2 12 10 1900 40 8 278 151 61 1-94 Freeway 3330 3 12 10 2250 75 8 Donald C. Cook Nuclear Plant K-48 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

279 151 108 1-94 Freeway 6242 3 12 10 2250 75 8 280 152 36 1-94 Freeway 7260 3 12 10 2250 75 11 1-94 OFF-RAMP TO RED ARROW 281 152 164 HWY Freeway Ramp 2014 1 12 4 1750 45 11 282 152 167 1-94 Freeway 1202 3 12 10 2250 75 11 283 153 44 SR 139 Collector 2353 1 12 4 1700 55 12 284 153 45 SR 139 Collector 3103 1 12 4 1700 55 12 US-31 OFF-RAMP TO E NAPIER 285 154 157 AVE Freeway Ramp 1762 1 12 4 1700 45 8 286 154 159 US-31 Freeway 1603 2 12 10 2250 75 8 287 155 156 E NAPIER AVE Minor Arterial 1619 2 12 4 1750 55 8 US-31 ON-RAMP FROM E 288 155 158 NAPIER AVE Freeway Ramp 535 1 12 4 1700 45 8 289 155 161 E NAPIER AVE Minor Arterial 456 2 12 0 1900 60 8 290 156 155 E NAPIER AVE Minor Arterial 1619 2 12 4 1900 55 8 291 156 589 E NAPIER AVE Minor Arterial 657 2 12 4 1900 50 8 US-31 OFF-RAMP TO E NAPIER 292 157 156 AVE Freeway Ramp 655 3 12 4 1750 45 8 US-31 ON-RAMP FROM E 293 158 154 NAPIER AVE Freeway Ramp 1402 1 12 4 1700 45 8 294 159 59 US-31 Freeway 5014 2 12 10 2250 75 13 295 159 154 US-31 Freeway 1603 2 12 10 2250 75 8 296 160 569 HILLANDALE RD Collector 3642 1 12 4 1700 45 8 297 160 589 E NAPIER AVE Collector 2708 1 12 4 1700 50 8 298 160 751 E NAPIER AVE Collector 2669 1 12 2 1700 50 8 299 161 155 E NAPIER AVE Minor Arterial 456 2 12 0 1900 60 8 300 161 162 E NAPIER AVE Minor Arterial 6202 2 12 0 1900 50 8 301 161 572 S BENTON CENTER RD Collector 4507 1 12 0 1700 50 8 Donald C. Cook Nuclear Plant K-49 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

302 162 161 E NAPIER AVE Minor Arterial 6202 2 12 0 1900 50 8 303 162 163 E NAPIER AVE Minor Arterial 1698 1 12 0 1750 50 8 304 163 162 E NAPIER AVE Minor Arterial 1698 2 12 0 1900 50 8 305 163 280 E NAPIER AVE Minor Arterial 931 2 12 8 1750 40 8 1-94 ON-RAMP FROM E NAPIER 306 163 281 AVE Freeway Ramp 746 1 12 4 1700 45 8 307 164 165 RED ARROW HWY Minor Arterial 983 2 10 2 1900 40 11 1-94 ON-RAMP FROM RED 308 164 166 ARROW HWY Freeway Ramp 1573 1 12 4 1700 45 11 309 164 729 RED ARROW HWY Minor Arterial 350 2 10 2 1900 45 11 310 165 164 RED ARROW HWY Minor Arterial 983 2 10 2 1900 40 11 1-94 ON-RAMP FROM RED 311 165 168 ARROW HWY Freeway Ramp 659 1 12 4 1700 40 11 312 165 274 RED ARROW HWY Minor Arterial 350 2 12 4 1750 40 11 313 166 35 1-94 Freeway 3981 3 12 10 2250 75 11 314 166 167 1-94 Freeway 2337 3 12 10 2250 70 11 1-94 OFF-RAMP TO RED ARROW 315 166 172 HWY Freeway Ramp 776 1 12 4 1700 40 11 316 167 152 1-94 Freeway 1202 3 12 10 2250 75 11 317 167 166 1-94 Freeway 2337 3 12 10 2250 70 11 1-94 ON-RAMP FROM RED 318 168 167 ARROW HWY Freeway Ramp 955 1 12 4 1700 40 11 319 169 174 RED ARROW HWY Minor Arterial 2462 2 10 2 1750 45 11 320 169 729 RED ARROW HWY Minor Arterial 1219 2 10 2 1750 45 11 321 170 173 RED ARROW HWY Minor Arterial 2683 2 10 2 1900 40 11 322 170 274 RED ARROW HWY Minor Arterial 1055 2 10 2 1750 40 11 1-94 OFF-RAMP TO RED ARROW 323 171 165 HWY Freeway Ramp 791 1 12 4 1350 30 11 Donald C. Cook Nuclear Plant K-50 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

I-HW L 324 172 165 HWY Freeway Ramp 424 1 12 4 1700 40 11 1-94 OFF-RAMP TO RED ARROW 325 172 171 HWY Freeway Ramp 872 1 12 4 1350 30 11 326 173 170 RED ARROW HWY Minor Arterial 2683 2 10 2 1900 40 11 327 173 196 RED ARROW HWY Minor Arterial 1650 2 10 2 1900 40 11 328 174 169 RED ARROW HWY Minor Arterial 2462 2 10 2 1900 45 11 329 174 271 GLENLORD RD Collector 5267 1 12 4 1700 40 11 330 174 438 RED ARROW HWY Collector 2666 1 12 2 1750 45 10 331 175 176 RED ARROW HWY Minor Arterial 3221 2 10 2 1900 55 20 332 175 223 RED ARROW HWY Minor Arterial 1407 2 10 2 1750 40 20 333 176 175 RED ARROW HWY Minor Arterial 3221 2 10 2 1900 55 20 1-94 ON-RAMP FROM RED 334 176 182 ARROW HWY Freeway Ramp. 645 1 12 4 1350 30 20 335 176 186 RED ARROW HWY Minor Arterial 462 2 10 2 1900 55 20 336 177 178 RED ARROW HWY Minor Arterial 3489 2 10 2 1900 55 20 1-94 ON-RAMP FROM RED 337 177 183 ARROW HWY Freeway Ramp 538 1 12 4 1350 30 20 338 177 184 RED ARROW HWY Minor Arterial 413 2 10 2 1900 55 20 339 178 177 RED ARROW HWY Minor Arterial 3489 2 10 2 1900 55 20 340 178 179 RED ARROW HWY Minor Arterial 3996 2 10 2 1900 55 19 341 179 178 RED ARROW HWY Minor Arterial 3996 2 10 2 1900 55 19 342 179 234 RED ARROW HWY Minor Arterial 2613 2 10 2 1900 55 19 343 180 223 RED ARROW HWY Minor Arterial 2517 2 10 2 1750 60 20 344 180 774 RED ARROW HWY Minor Arterial 1427 2 10 2 1900 60 15 345 181 32 1-94 Freeway 2153 3 12 10 2250 75 20 1-94 OFF-RAMP TO RED ARROW 346 181 183 HWY Freeway Ramp 1403 1 12 4 1700 40 20 Donald C. Cook Nuclear Plant K-51 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

347 181 185 1-94 Freeway 1100 3 12 10 2250 75 20 1-94 OFF-RAMP TO RED ARROW 348 182 176 HWY Freeway Ramp 649 1 12 4 1700 40 20 1-94 ON-RAMP FROM RED 349 182 187 ARROW HWY Freeway Ramp 694 1 12 4 1350 30 20 1-94 OFF-RAMP TO RED ARROW 350 183 177 HWY Freeway Ramp 542 1 12 4 1700 40 20 1-94 ON-RAMP FROM RED 351 183 185 ARROW HWY Freeway Ramp 726 1 12 4 1350 30 20 352 184 177 RED ARROW HWY Minor Arterial 413 2 10 2 1900 55 20 1-94 ON-RAMP FROM RED 353 184 183 ARROW HWY Freeway Ramp 627 1 12 4 1350 30 20 354 184 186 RED ARROW HWY Minor Arterial 337 2 10 2 1900 55 20 355 185 181 1-94 Freeway 1100 3 12 10 2250 75 20 356 185 187 1-94 Freeway 169 3 12 10 2250 70 20 357 186 176 RED ARROW HWY Minor Arterial 462 2 10 2 1900 55 20 1-94 ON-RAMP FROM RED 358 186 182 ARROW HWY Freeway Ramp 773 1 12 4 1350 30 20 359 186 184 RED ARROW HWY Minor Arterial 337 2 10 2 1900 55 20 360 187 31 1-94 Freeway 965 3 12 10 2250 70 20 361 187 185 1-94 Freeway 169 3 12 10 2250 75 20 362 190 191 RED ARROW HWY Minor Arterial 1035 2 10 2 1900 60 15 363 190 767 CHURCH ST Collector 4324 1 12 4 1700 40 20 364 190 774 RED ARROW HWY Minor Arterial 1222 2 10 2 1900 60 15 365 191 190 RED ARROW HWY Minor Arterial 1035 2 10 2 1900 60 15 366 191 581 W LEMON CREEK RD Collector 15871 1 12 4 1700 55 15 367 191 638 RED ARROW HWY Minor Arterial 7662 2 10 2 1750 60 15 368 192 193 RED ARROW HWY Minor Arterial 8647 2 10 2 1900 60 15 Donald C. Cook Nuclear Plant K-52 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

369 192 566 LINCO RD Collector 10808 1 12 0 1750 40 15 370 192 638 RED ARROW HWY Minor Arterial 3282 2 10 2 1750 60 15 371 193 192 RED ARROW HWY Minor Arterial 8647 2 10 2 1900 60 15 372 193 194 RED ARROW HWY Minor Arterial 2243 2 10 2 1750 50 15 373 194 193 RED ARROW HWY Minor Arterial 2244 2 10 2 1900 50 15 374 194 195 W JOHN BEERS RD Collector 2359 1 14 0 1350 30 11 375 194 196 RED ARROW HWY Minor Arterial 1491 2 10 2 1900 50 11 376 194 684 JOHN BEERS RD Collector 752 1 12 4 1700 40 15 377 195 194 W JOHN BEERS RD Collector 2359 2 14 0 1750 30 11 378 195 273 ST JOSEPH AVE Collector 3859 1 12 4 1700 40 11 379 195 728 W JOHN BEERS RD Collector 1511 1 12 6 1350 30 11 380 196 173 RED ARROW HWY Minor Arterial 1649 2 10 2 1900 40 11 381 196 194 RED ARROW HWY Minor Arterial 1491 2 10 2 1750 50 11 382 197 38 1-94 Freeway 6137 3 12 10 2250 75 19 383 197 205 1-94 Freeway 833 3 12 10 2250 75 19 384 198 199 SAWYER RD Minor Arterial 1303 2 12 0 1750 40 19 1-94 ON-RAMP FROM SAWYER 385 198 200 RD Freeway Ramp 372 1 12 4 1700 40 19 386 198 637 SAWYER RD Collector 1561 2 12 2 1700 40 19 387 199 198 SAWYER RD Minor Arterial 1303 2 12 0 1900 40 19 1-94 ON-RAMP FROM SAWYER 388 199 201 RD Freeway Ramp 543 1 12 4 1700 40 19 389 199 770 SAWYER RD Local Roadway 2375 1 12 4 1575 35 19 1-94 ON-RAMP FROM SAWYER 390 200 29 RD Freeway Ramp 1082 1 12 4 1700 45 19 391 200 198 1-94 OFF-RAMP TO SAWYER RD Freeway Ramp 372 1 12 4 1350 30 19 1-94 ON-RAMP FROM SAWYER 392 201 197 RD Freeway Ramp 683 1 12 4 1700 45 19 Donald C. Cook Nuclear Plant K-53 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

393 201 199 1-94 OFF-RAMP TO SAWYER RD Freeway Ramp 542 1 12 4 1750 30 19 394 202 230 RED ARROW HWY Minor Arterial 2261 2 10 2 1900 40 25 395 202 637 SAWYER RD Collector 300 2 12 4 1700 40 19 396 202 661 RED ARROW HWY Minor Arterial 697 2 10 2 1900 40 19 397 203 666 SAWYER RD Collector 4092 1 12 0 1700 55 20 398 203 770 SAWYER RD Collector 6243 1 12 0 1700 55 20 399 204 29 1-94 Freeway 1012 3 12 10 2250 75 19 400 204 200 1-94 OFF-RAMP TO SAWYER RD Freeway Ramp 740 1 12 4 1350 30 19 401 204 205 1-94 Freeway 668 3 12 10 2250 75 19 402 205 197 1-94 Freeway 833 3 12 10 2250 75 19 403 205 201 1-94 OFF-RAMP TO SAWYER RD Freeway Ramp 641 1 12 4 1350 30 19 404 205 204 1-94 Freeway 668 3 12 10 2250 75 19 405 206 55 US-31 Freeway 2783 2 12 10 2250 75 17 406 206 506 US-31 Freeway 1070 2 12 10 2250 75 17 407 207 56 US-31 Freeway 2933 2 12 10 2250 75 17 408 207 57 US-31 Freeway 5506 2 12 10 2250 75 13 409 208 209 CLEVELAND AVE Collector 3872 1 12 0 1700 45 12 410 208 211 W JOHN BEERS RD Collector 2725 1 12 4 1700 40 16 411 208 728 W JOHN BEERS RD Collector 5267 1 12 6 1575 35 15 412 208 802 CLEVELAND AVE Collector 5250 1 12 4 1700 50 16 413 209 208 CLEVELAND AVE Collector 3872 1 12 0 1750 45 12 414 209 269 CLEVELAND AVE Collector 1362 1 12 0 1700 40 12 415 210 515 LINCO RD Collector 5298 1 11 0 1750 60 16 416 210 595 CLEVELAND AVE Collector 3262 1 12 2 1700 60 16 417 210 802 CLEVELAND AVE Collector 5386 1 12 4 1900 60 16 418 211 511 W JOHN BEERS RD Collector 2660 1 12 4 1700 40 16 Donald C. Cook Nuclear Plant K-54 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

419 211 521 WASHINGTON AVE Collector 5262 1 12 4 1700 s0 12 420 212 213 GRAND MERE RD Collector 1035 1 12 4 1700 40 15 1-94 ON-RAMP FROM GRAND 421 212 510 MERE RD Freeway Ramp 942 1 12 4 1700 45 15 422 212 684 JOHN BEERS RD Collector 866 1 12 4 1700 40 15 1-94 ON-RAMP FROM GRAND 423 213 33 MERE RD Freeway Ramp 988 1 12 4 1700 45 15 424 213 212 GRAND MERE RD Collector 1035 1 12 4 1700 40 15 425 214 223 LAKE ST Collector 899 1 12 4 1750 40 20 426 214 767 LAKE ST Local Roadway 2045 1 12 4 1350 30 20 427 215 223 LAKE ST Collector 1305 1 12 4 1750 40 20 428 216 217 W SHAWNEE RD Collector 5825 1 12 0 1700 50 20 429 216 767 LAKE ST Local Roadway 2611 1 12 4 1350 30 20 430 217 216 W SHAWNEE RD Collector 5825 1 12 0 1700 50 20 431 217 219 W SHAWNEE RD Collector 7331 1 12 0 1700 55 20 432 219 217 W SHAWNEE RD Collector 7331 1 12 0 1700 55 20 433 219 221 CLEVELAND AVE Collector 7704 1 12 2 1700 55 21 434 219 581 CLEVELAND AVE Collector 5267 1 12 2 1700 60 16 435 219 740 W SHAWNEE RD Collector 6881 1 12 2 1700 60 21 436 220 581 CLEVELAND AVE Collector 5287 1 12 2 1700 60 16 437 220 595 CLEVELAND AVE Collector 1607 1 12 4 1700 60 16 438 221 668 CLEVELAND AVE Collector 8305 1 12 2 1750 55 21 439 222 451 E SHAWNEE RD Collector 7681 1 12 2 1700 60 21 440 223 175 RED ARROW HWY Minor Arterial 1415 2 10 2 1900 40 20 441 223 180 RED ARROW HWY Minor Arterial 2517 2 10 2 1900 60 20 442 223 214 LAKE ST Collector 899 1 12 4 1700 40 20 443 224 225 W GLENDORA RD Collector 8403 1 12 4 1700 55 26 Donald C. Cook Nuclear Plant K-55 KILD Engineering, P.C.

Evacuation Time Estimate Rev. I

444 224 227 CLEVELAND AVE Collector 7900 1 12 2 1700 55 26 445 224 781 W GLENDORA RD Collector 5146 1 12 4 1700 50 27 446 225 224 W GLENDORA RD Collector 8403 1 12 4 1700 55 26 447 225 229 W GLENDORA RD Collector 2712 1 12 4 1700 55 26 448 226 782 E GLENDORA RD Collector 1342 1 12 4 1700 55 27 449 227 597 CLEVELAND AVE Collector 2797 1 12 2 1700 55 26 450 227 620 W WAGNER RD Collector 7122 1 12 4 1700 40 27 451 228 229 PARDEE RD Collector 3461 1 12 4 1700 40 26 452 228 666 SAWYER RD Collector 5290 1 12 4 1700 40 20 453 229 225 W GLENDORA RD Collector 2712 1 12 4 1700 55 26 454 229 228 PARDEE RD Collector 3461 1 12 4 1700 40 26 455 229 630 W GLENDORA RD Collector 2265 1 12 4 1700 40 26 456 229 847 S PARDEE RD Collector 4473 1 12 0 1700 55 26 457 230 202 RED ARROW HWY Minor Arterial 2261 2 10 2 1750 40 25 458 230 232 RED ARROW HWY Minor Arterial 2628 2 10 2 1900 40 25 459 231 661 RED ARROW HWY Minor Arterial 2008 2 10 2 1900 40 19 460 231 664 RED ARROW HWY Minor Arterial 3737 2 10 2 1750 40 19 461 232 230 RED ARROW HWY Minor Arterial 2626 2 10 2 1900 40 25 462 232 679 RED ARROW HWY Minor Arterial 2609 2 10 2 1900 40 25 463 233 235 RED ARROW HWY Minor Arterial 2851 2 10 2 1900 65 25 464 233 681 RED ARROW HWY Minor Arterial 2094 2 10 2 1900 50 25 465 234 179 RED ARROW HWY Minor Arterial 2613 2 10 2 1900 55 19 466 234 704 RED ARROW HWY Minor Arterial 1494 2 10 2 1900 40 19 467 235 233 RED ARROW HWY Minor Arterial 2851 2 10 2 1900 65 25 468 235 236 RED ARROW HWY MinorArterial 6699 2 10 2 1900 65 25 469 236 235 RED ARROW HWY Minor Arterial 6699 2 10 2 1900 65 25 Donald C. Cook Nuclear Plant K-56 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

0 470 236 237 RED ARROW HWY Minor Arterial 6156 2 10 2 1900 60 24 471 237 236 RED ARROW HWY Minor Arterial 6156 2 10 2 1900 60 24 472 237 238 RED ARROW HWY Minor Arterial 5269 2 10 2 1900 60 24 473 238 146 UNION PIER RD Collector 4082 1 12 0 1350 30 24 474 238 237 RED ARROW HWY Minor Arterial 5269 2 10 2 1900 60 24 475 238 239 RED ARROW HWY Minor Arterial 8543 2 10 2 1900 50 24 476 239 238 RED ARROW HWY Minor Arterial 8543 2 10 2 1900 50 24 477 239 240 RED ARROW HWY Minor Arterial 4349 2 10 2 1750 50 30 478 240 22 US-12 Minor Arterial 1280 2 12 4 1900 55 30 479 240 239 RED ARROW HWY Minor Arterial 4346 2 10 2 1900 50 30 480 240 590 US-12 Minor Arterial 817 2 12 4 1900 45 30 481 243 464 US-12 Minor Arterial 3301 2 10 2 1750 55 30 482 243 590 US-12 Minor Arterial 2700 2 10 2 1900 55 30 483 244 760 W FERRY ST Collector 1235 1 12 4 1700 55 22 484 244 791 SNOW RD Collector 4397 1 12 4 1700 55 22 485 245 132 SR 139 Collector 1796 1 12 4 1700 40 22 486 246 334 3 OAKS RD Collector 8799 1 12 0 1700 55 25 487 247 248 3 OAKS RD Collector 10434 1 12 10 1750 40 31 488 247 255 W ELM VALLEY RD Collector 8851 1 10 0 1700 55 25 489 248 702 US-12 Collector 1681 1 12 4 1700 40 31 490 248 703 US-12 Collector 2432 1 12 4 1700 40 31 491 248 780 S 3 OAKS RD Collector 8136 1 12 4 1700 40 31 492 249 250 US-12 Collector 9313 1 12 10 1700 60 32 493 249 702 US-12 Collector 19407 1 12 10 1700 60 32 494 250 249 US-12 Collector 9313 1 12 10 1700 60 32 495 250 257 US-12 Collector 6709 1 12 10 1700 65 33 Donald C. Cook Nuclear Plant K-57 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

0 0 496 250 593 CLEVELAND AVE Collector 12643 1 12 4 1700 40 32 497 252 250 CLEVELAND AVE Collector 3008 1 12 2 1700 40 32 498 253 252 CLEVELAND AVE Collector 2639 1 12 2 1700 40 32 499 253 821 W GALLEN BUCHANAN RD Collector 5161 1 12 0 1700 45 33 500 254 147 W ELM VALLEY RD Local Roadway 502 1 10 0 1350 30 24 501 254 256 W ELM VALLEY RD Collector 3403 1 10 0 1575 35 25 502 255 247 W ELM VALLEY RD Collector 8851 1 10 0 1750 40 25 503 255 771 W ELM VALLEY RD Collector 1836 1 10 0 1575 35 25 504 256 254 W ELM VALLEY RD Collector 3403 1 10 0 1575 35 25 505 256 771 W ELM VALLEY RD Collector 2103 1 10 0 1700 55 25 506 257 258 US-12 Collector 8268 1 12 10 1700 65 33 507 258 259 US-12 Collector 6326 1 12 10 1700 65 33 508 259 260 US-12 Collector 7693 1 12 10 1700 65 33 509 260 478 US-12 Collector 1909 1 12 10 1700 60 34 510 261 264 US-31 ON-RAMP FROM US-12 Freeway Ramp 579 1 12 4 1700 45 34 511 261 602 US-12 Minor Arterial 327 2 12 4 1900 40 34 512 262 128 US-31 ON-RAMP FROM US-12 Freeway Ramp 1822 1 12 4 1700 45 35 513 262 605 US-12 Minor Arterial 930 2 12 4 1900 40 35 514 263 587 US-31 Freeway 4915 2 12 10 2250 75 29 515 263 699 US-31 Freeway 736 2 12 10 2250 75 29 516 264 127 US-31 ON-RAMP FROM US-12 Freeway Ramp 1076 1 12 4 1700 45 34 US-31 ON-RAMP FROM NILES 517 266 267 BUCHANAN RD Freeway Ramp 749 1 12 4 1700 45 29 US-31 ON-RAMP FROM NILES 518 267 268 BUCHANAN RD Freeway Ramp 1019 1 12 4 1700 45 29 519 268 128 US-31 Freeway 5206 2 12 10 2250 75 35 520 268 698 US-31 Freeway 1089 2 12 10 2250 75 29 Donald C. Cook Nuclear Plant K-58 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

521 269 209 CLEVELAND AVE Collector 1362 1 12 0 1700 40 12 522 269 270 MARQUETTE WOODS RD Collector 4452 1 12 0 1700 40 11 523 269 271 CLEVELAND AVE Collector 5316 1 12 0 1700 40 12 524 269 521 W MARQUETTE WOODS RD Collector 2691 1 12 0 1700 45 12 525 270 269 MARQUETTE WOODS RD Collector 4452 1 12 0 1700 40 11 526 270 275 MARQUETTE WOODS RD Collector 956 1 12 4 1700 40 11 527 271 174 GLENLORD RD Collector 5267 1 12 4 1750 40 11 528 271 269 CLEVELAND AVE Collector 5316 2 12 0 1700 45 12 529 271 439 CLEVELAND AVE Collector 2608 1 12 4 1750 45 12 530 271 522 W GLENLORD RD Collector 2675 1 12 8 1700 50 12 531 272 454 LINCOLN AVE Collector 5256 1 12 1 1700 55 12 532 272 458 W MARQUETTE WOODS RD Collector 5386 1 12 0 1750 40 12 533 272 511 LINCOLN AVE Collector 5226 1 12 1 1700 40 12 534 273 195 ST JOSEPH AVE Collector 3859 1 12 4 1700 40 11 535 273 275 ST JOSEPH AVE Minor Arterial 1512 2 12 6 1900 40 11 536 274 165 RED ARROW HWY Minor Arterial 350 2 12 4 1900 40 11 537 274 170 RED ARROW HWY Minor Arterial 1055 2 10 2 1900 40 11 538 274 275 ST JOSEPH AVE Collector 307 1 12 4 1700 40 11 539 275 270 MARQUETTE WOODS RD Collector 959 1 12 4 1700 40 11 540 275 273 ST JOSEPH AVE Collector 1512 1 12 6 1700 40 11 541 275 274 ST JOSEPH AVE Minor Arterial 307 2 12 4 1750 40 11 542 276 513 SCOTTDALE RD Collector 5345 1 11 0 1700 60 12 543 276 643 SCOTI"DALE RD Collector 4447 1 11 0 1700 60 12 544 276 722 E MARQUETTE WOODS RD Collector 2705 1 12 0 1700 40 12 545 277 284 E NAPIER AVE Minor Arterial 1320 2 12 0 1750 40 7 546 277 288 SR 139 Minor Arterial 1126 2 12 4 1900 45 7 Donald C. Cook Nuclear Plant K-59 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

547 277 292 E NAPIER AVE Minor Arterial 1819 2 12 0 1900 40 7 548 277 748 SR 139 Minor Arterial 904 2 12 4 1900 45 7 549 278 81 NICKERSON AVE Collector 1143 1 12 10 1750 45 12 550 278 307 NICKERSON AVE Collector 2810 1 12 10 1700 50 12 551 279 81 NICKERSON AVE Collector 1410 1 12 10 1750 40 12 552 279 284 UNION ST Collector 4186 1 12 4 1750 40 7 553 279 404 NICKERSON AVE Collector 2806 1 12 10 1700 45 12 554 280 163 E NAPIER AVE Minor Arterial 931 2 12 8 1750 40 8 1-94 ON-RAMP FROM E NAPIER 555 280 282 AVE Freeway Ramp 770 1 12 4 1700 45 8 556 280 392 E NAPIER AVE Minor Arterial 1623 2 12 0 1750 40 7 557 281 108 1-94 Freeway 3699 3 12 10 2250 75 8 1-94 OFF-RAMP TO E NAPIER 558 281 280 AVE Freeway Ramp 1088 1 12 4 1750 45 8 559 281 282 1-94 Freeway 1605 3 12 10 2250 75 8 560 282 60 1-94 Freeway 2762 3 12 10 2250 75 8 1-94 OFF-RAMP TO E NAPIER 561 282 163 AVE Freeway Ramp 1058 1 12 4 1750 45 8 562 282 281 1-94 Freeway 1605 3 12 10 2250 75 8 563 283 290 E NAPIER AVE Minor Arterial 776 2 12 0 1750 40 7 564 283 392 E NAPIER AVE Minor Arterial 865 2 12 0 1750 40 7 565 284 277 E NAPIER AVE MinorArterial 1320 2 12 0 1750 40 7 566 284 385 UNION ST Local Roadway 3994 1 12 4 1750 25 7 567 284 403 E NAPIER AVE Minor Arterial 2654 2 12 0 1900 40 7 568 285 286 COLFAX AVE Minor Arterial 2636 1 12 4 1900 40 7 569 285 294 W NAPIER AVE Minor Arterial 3842 2 12 0 1750 50 6 570 285 335 COLFAX AVE Collector 4008 1 12 8 1750 40 7 Donald C. Cook Nuclear Plant K-60 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

0 571 285 403 E NAPIER AVE MinorArterial 1264 2 12 0 1900 40 7 572 286 285 COLFAX AVE Collector 2636 1 12 4 1750 40 7 573 286 404 NICKERSON AVE Collector 1401 1 12 10 1700 40 12 574 287 289 SR 139 Minor Arterial 1550 2 12 4 1750 45 7 575 287 290 PIPESTONE ST Minor Arterial 4215 2 12 4 1750 45 7 576 287 368 PIPESTONE ST Collector 2190 1 12 4 1750 40 7 577 288 287 SR 139 Minor Arterial 2722 2 12 4 1750 45 7 578 289 287 SR 139 Minor Arterial 1549 2 12 4 1750 45 7 579 289 350 E EMPIRE AVE Collector 4658 1 12 4 1700 45 7 580 289 354 SR 139 Minor Arterial 1428 2 12 4 1900 45 7 581 290 283 E NAPIER AVE Minor Arterial 776 2 12 0 1900 40 7 582 290 287 PIPESTONE ST Minor Arterial 4215 2 12 4 1750 45 7 583 290 291 E NAPIER AVE Minor Arterial 1658 2 12 0 1750 40 7 584 290 295 PIPESTONE ST Minor Arterial 1480 2 12 4 1750 40 7 585 291 290 E NAPIER AVE Minor Arterial 1658 2 12 0 1750 40 7 586 291 292 E NAPIER AVE Minor Arterial 489 2 12 0 1900 40 7 587 292 277 E NAPIER AVE Minor Arterial 1819 2 12 0 1750 40 7 588 292 291 E NAPIER AVE Minor Arterial 489 2 12 0 1750 40 7 589 293 296 FAIRPLAIN DR Local Roadway 531 1 12 4 1350 30 7 590 294 285 W NAPIER AVE Minor Arterial 3842 2 12 0 1750 50 6 591 294 344 W NAPIER AVE Minor Arterial 2746 1 12 0 1750 40 6 592 294 746 MIAMA RD Collector 1407 1 12 4 1700 40 6 593 295 297 PIPESTONE ST Minor Arterial 1042 2 12 4 1750 40 7 594 296 291 LEEDS AVE Minor Arterial 566 1 12 4 1750 30 7 595 296 295 RING RD Collector 1950 1 12 4 1750 30 7 596 297 299 PIPESTONE ST Minor Arterial 1072 2 12 4 1750 40 7 Donald C. Cook Nuclear Plant K-61 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

597 298 297 DRIVEWAY Local Roadway 826 1 12 4 1750 30 7 598 299 300 PIPESTONE ST Minor Arterial 239 2 12 4 1900 40 12 1-94 ON-RAMP FROM 599 300 83 PIPESTONE ST Freeway Ramp 1560 1 12 4 1700 45 12 600 300 301 PIPESTONE ST Minor Arterial 893 2 12 4 1900 40 12 1-94 ON-RAMP FROM 601 301 60 PIPESTONE ST Freeway Ramp 1490 1 12 4 1700 45 12 602 301 302 PIPESTONE ST Minor Arterial 333 2 12 4 1750 40 12 603 302 301 PIPESTONE ST Minor Arterial 333 2 12 4 1900 40 12 604 302 303 PIPESTONE ST Minor Arterial 2990 1 12 4 1750 40 12 605 302 304 MEADOWBROOK RD Collector 1016 1 12 1 1700 35 12 606 303 302 PIPESTONE ST Minor Arterial 2990 2 12 0 1750 40 12 607 303 307 NICKERSON AVE Collector 1808 1 12 10 1700 50 12 608 303 378 PIPESTONE ST Collector 736 1 12 0 1700 40 12 609 303 379 SODUS PKWY Minor Arterial 3894 2 12 0 1900 55 13 610 304 302 MEADOWBROOK RD Collector 1014 1 12 4 1750 35 12 611 304 305 MEADOWBROOK RD Collector 2124 1 12 0 1700 40 13 612 305 304 MEADOWBROOK RD Collector 2124 1 12 0 1700 40 13 613 305 553 MEADOWBROOK RD Collector 5269 1 12 2 1700 55 13 614 306 305 GREENLY AVE Collector 2658 1 12 4 1700 35 8 615 307 278 NICKERSON AVE Collector 2810 1 12 10 1700 50 12 616 307 303 NICKERSON AVE Minor Arterial 1808 2 12 10 1750 50 12 617 309 299 MALL DR Minor Arterial 1519 2 12 4 1750 35 12 618 309 314 MALL DR Minor Arterial 1514 2 12 4 1900 35 12 619 310 81 SR 139 Minor Arterial 2015 2 12 4 1750 45 12 620 310 311 MALL DR Minor Arterial 979 2 12 4 1900 35 12 621 310 748 SR 139 MinorArterial 1704 2 12 4 1900 45 7 Donald C. Cook Nuclear Plant K-62 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

622 311 310 MALL DR Minor Arterial 981 2 12 4 1750 35 12 623 311 312 MALL DR Minor Arterial 1232 2 12 4 1900 35 12 624 312 311 MALL DR Minor Arterial 1232 2 12 4 1900 35 12 625 312 313 MALL DR Minor Arterial 512 2 12 4 1900 35 12 626 313 312 MALL DR Minor Arterial 509 2 12 4 1900 35 12 627 313 314 MALL DR Minor Arterial 757 2 12 4 1900 35 12 628 314 309 MALL DR Minor Arterial 1514 2 12 4 1900 35 12 629 314 313 MALL DR Minor Arterial 757 2 12 4 1900 35 12 630 315 482 MAIN ST Collector 1989 1 12 4 1700 50 28 631 316 618 MAIN ST Collector 4356 1 12 4 1700 40 28 632 317 319 N OAK ST Collector 1326 1 12 4 1750 35 28 633 317 818 E 4TH ST Collector 254 1 12 4 1700 40 28 634 318 321 RED BUD TRAIL N Minor Arterial 1338 1 12 4 1750 35 28 635 318 327 RED BUD TRAIL Collector 2597 1 12 4 1350 30 28 636 318 763 E FRONT ST Local Roadway 1551 1 12 4 1350 30 28 637 319 317 N OAK ST Collector 1326 1 12 4 1575 35 28 638 319 318 E FRONT ST Collector 793 1 14 0 1750 35 28 639 320 696 NILES BUCHANAN RD Collector 3259 1 12 4 1700 50 28 640 321 318 RED BUD TRAIL N Minor Arterial 1338 1 12 4 1750 35 28 641 321 762 RIVER ST Minor Arterial 3060 2 12 0 1900 30 28 642 322 475 W 4TH ST Collector 5329 1 12 4 1700 40 28 643 322 477 MADRON LAKE RD Collector 2002 1 12 1 1700 45 28 644 323 483 MADRON LAKE RD Collector 3029 1 12 4 1700 40 28 645 324 325 WALTON RD Collector 5160 1 12 8 1700 65 28 US-31 ON-RAMP FROM 646 325 126 WALTON RD Freeway Ramp 905 1 12 41700 45 29 Donald C. Cook Nuclear Plant K-63 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

647 325 326 WALTON RD Collector 1665 1 12 8 1700 60 29 US-31 ON-RAMP FROM 648 326 125 WALTON RD Freeway Ramp 1013 1 12 4 1700 45 29 649 326 588 WALTON RD Collector 8252 1 12 8 1700 60 29 650 327 328 RED BUD TRAIL Collector 2926 1 12 4 1700 40 34 651 328 329 RED BUD TRAIL Collector 2815 2 12 4 1750 40 34 652 329 779 US-12 Collector 8631 1 12 10 1700 60 34 653 330 476 E WARREN WOODS RD Collector 7697 1 12 2 1700 45 27 654 331 330 W WARREN WOODS RD Collector 4661 1 12 2 1700 40 27 655 331 821 GARDNER RD Collector 10630 1 12 0 1700 50 27 656 332 253 CLEVELAND AVE Collector 10548 1 12 2 1700 45 26 657 332 331 W WARREN WOODS RD Collector 5278 1 12 2 1700 45 27 658 332 333 W WARREN WOODS RD Collector 10651 1 12 2 1700 45 26 659 333 332 W WARREN WOODS RD Collector 10651 1 12 2 1700 45 26 660 333 634 W WARREN WOODS RD Collector 7764 1 12 2 1700 45 26 661 333 849 S PARDEE RD Collector 5333 1 12 0 1700 60 26 662 334 247 3 OAKS RD Collector 5263 1 12 0 1750 55 25 663 335 285 COLFAX AVE Collector 4008 1 12 8 1750 40 7 664 335 386 COLFAX AVE Collector 1310 1 12 4 1750 25 7 665 335 402 E MAY ST Collector 1300 1 12 4 1750 25 7 666 336 407 WATER ST Collector 345 1 12 4 1750 40 5 667 336 838 W MAIN ST Collector 525 1 12 4 1700 40 5 668 337 391 SR 63 Minor Arterial 2160 2 12 4 1750 35 6 669 337 430 SR 63 Minor Arterial 4191 2 12 4 1900 35 6 670 338 430 SR 63 Minor Arterial 342 2 12 4 1900 35 6 671 338 431 W NAPIER AVE Local Roadway 859 1 12 4 1700 30 6 Donald C.Cook Nuclear Plant K-64 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

0 672 338 827 SR 63 Collector 634 2 12 0 1900 50 6 673 339 341 W MAIN ST Minor Arterial 1075 2 12 4 1900 55 5 674 340 395 W MAIN ST Collector 2927 1 12 8 1750 40 5 675 340 406 PAW PAW AVE Collector 427 1 12 4 1700 40 5 676 341 468 W MAIN ST Minor Arterial 909 2 12 4 1900 55 5 1-94 ON-RAMP FROM W MAIN 677 342 151 ST Freeway Ramp 969 1 12 4 1350 30 8 1-94 ON-RAMP FROM W MAIN 678 342 367 ST Freeway Ramp 1751 2 12 8 1900 55 8 679 343 531 SR 63 Minor Arterial 3512 2 12 4 1900 55 4 680 344 294 W NAPIER AVE Minor Arterial 2751 2 12 0 1750 40 6 681 344 431 W NAPIER AVE Collector 816 1 12 4 1700 40 6 682 344 432 LANGLEY AVE Collector 1627 1 12 4 1700 40 6 683 345 462 SR 63 Minor Arterial 778 2 12 4 1750 40 6 684 345 735 SR 63 Major Arterial 700 2 12 4 1900 40 12 685 346 66 SR 63 Collector 4381 1 12 12 1700 50 12 686 346 735 SR 63 Collector 3111 1 12 12 1700 50 12 687 347 734 MAIDEN LN Collector 2907 1 12 4 1700 35 12 688 347 742 LINCOLN AVE Collector 860 1 12 1 1700 40 12 689 348 426 N WAYNE ST Minor Arterial 893 2 12 4 1900 40 6 690 349 398 RIVERVIEW DR Collector 1733 1 12 4 1700 40 6 RIVERVIEW DR ROUNDABOUT 691 349 831 TO W MAIN ST Collector 147 1 14 0 900 20 4 692 350 388 S CRYSTAL AVE Collector 2692 1 12 4 1700 50 7 693 350 392 S CRYSTAL AVE Collector 3914 1 12 4 1750 50 7 694 350 572 E EMPIRE AVE Collector 10525 1 12 4 1700 60 8 695 351 794 LANGLEY AVE Collector 982 1 12 4 1700 40 6 Rev. 1 Donald C. Cook Nuclear Plant K-65 KLD Engineering, P.C.

Time Estimate Evacuation Time Estimate Rev. 1

0 696 352 335 W MAY ST Collector 1935 1 12 4 1750 40 6 697 352 396 WOODWARD AVE Collector 1580 1 12 4 1700 40 6 698 352 747 MIAMA RD Collector 1588 1 12 4 1700 40 6 699 353 339 W MAIN ST Minor Arterial 2367 2 12 0 1900 50 5 700 353 369 PINE ST Collector 1057 1 12 4 1700 40 5 701 354 393 SR 139 Major Arterial 1342 3 12 4 1900 40 7 702 356 355 SR 63 Collector 3037 1 12 10 1700 65 1 703 357 550 ZOSCHKE RD Collector 713 1 12 0 1700 40 1 704 357 552 SR 63 Collector 1006 1 12 10 1700 65 1 705 358 357 SR 63 Collector 6710 1 12 10 1700 65 1 706 359 710 SR 63 Collector 2002 2 12 10 1900 65 5 707 360 753 E NAPIER AVE Collector 1907 1 11 0 1700 50 9 708 361 360 E NAPIER AVE Collector 1300 1 12 2 1700 50 8 709 362 363 S LAKESHORE DR Minor Arterial 2025 1 12 2 1700 45 10 710 363 441 S LAKESHORE DR Collector 3727 1 12 2 1700 45 10 711 364 365 LAKESHORE DR Collector 2039 1 12 4 1700 40 6 712 365 436 LAKESHORE DR Collector 4444 1 12 4 1750 45 6 713 366 365 CLEVELAND AVE Minor Arterial 2994 1 12 4 1900 40 6 714 366 437 HILLTOP RD Minor Arterial 1407 2 12 4 1900 40 12 1-94 ON-RAMP FROM W MAIN 715 367 686 ST Freeway Ramp 1056 2 12 10 1900 50 8 716 368 287 PIPESTONE ST Collector 2190 1 12 4 1750 40 7 717 368 289 E EMPIRE AVE Collector 1642 1 12 4 1750 35 7 718 368 389 PIPESTONE ST Collector 3191 1 12 4 1750 35 7 719 369 796 TERRITORIAL RD Collector 1308 1 12 4 1700 40 5 720 370 372 TERRITORIAL RD Collector 1820 1 12 4 1700 40 5 Rev. 1 Donald C. Cook Nuclear Plant K-66 KLD Engineering, P.C.

Time Estimate Evacuation Time Estimate Rev. 1

721 371 372 N CRYSTAL AVE Collector 930 1 12 4 1125 25 5 722 372 2 N CRYSTAL AVE Collector 1362 1 12 4 1700 40 5 723 372 653 TERRITORIAL RD Collector 2688 1 12 8 1700 50 8 724 373 652 RED ARROW HWY Collector 1819 1 12 4 1700 40 8 725 374 376 RED ARROW HWY Collector 2476 1 12 4 1700 40 2 1-196 ON-RAMP FROM RED 726 375 377 ARROW HWY Freeway Ramp 543 1 12 4 1350 30 2 1-196 ON-RAMP FROM RED 727 376 375 ARROW HWY Freeway Ramp 710 1 12 4 1350 30 2 728 376 693 RED ARROW HWY Collector 1024 1 12 4 1700 40 2 729 377 660 1-196 Freeway 470 2 12 10 2250 70 2 730 377 777 1-196 Freeway 1189 2 12 10 2250 70 2 731 378 380 PIPESTONE RD Collector 3874 1 12 4 1700 40 13 732 379 381 SODUS PKWY Minor Arterial 3692 2 12 0 1900 55 13 733 380 381 PIPESTONE RD Collector 3038 1 12 4 1700 40 13 734 380 410 RIVER RD Collector 3453 1 12 4 1700 40 13 735 381 382 SODUS PKWY Minor Arterial 2415 2 12 8 1900 55 13 736 382 383 SODUS PKWY Minor Arterial 2262 2 12 10 1900 55 13 US-31 ON-RAMP FROM SODUS PKWYUS-31 ON-RAMP FROM 737 383 58 SODUS PKWY Freeway Ramp 2176 1 12 4 1700 45 13 738 383 423 SODUS PKWY Minor Arterial 1612 2 12 10 1900 55 13 739 384 58 US-31 Freeway 3722 2 12 10 2250 75 13 740 384 59 US-31 Freeway 2707 2 12 10 2250 75 13 US-31 OFF-RAMP TO SODUS 741 384 383 PKWY Freeway Ramp 1982 1 12 4 1700 45 13 742 385 284 UNION ST Collector 3994 1 12 0 1700 25 7 743 385 803 UNION ST Local Roadway 1300 1 12 4 1125 25 7 KLD Engineering, P.C.

Donald C. Cook Nuclear Plant K-67 K-67 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

744 386 335 COLFAX AVE Collector 1310 1 12 4 1750 40 7 745 386 387 COLFAX AVE Collector 2594 1 12 4 1125 25 7 746 386 396 W EMPIRE AVE Collector 1363 1 12 4 1125 25 6 747 386 401 E EMPIRE AVE Collector 1300 1 12 4 1750 40 7 748 387 399 E BRITAIN AVE Collector 1279 1 12 4 1750 25 7 749 387 836 COLFAX AVE Collector 1279 1 12 4 1750 40 7 750 388 795 S CRYSTAL AVE Collector 2583 1 12 4 1700 45 7 751 388 846 E BRITAIN AVE Collector 2600 1 12 0 1700 50 8 752 389 394 E BRITAIN AVE Collector 2785 1 12 4 1750 40 7 753 389 408 PIPESTONE ST Collector 1827 1 12 4 1750 35 7 754 390 336 W MAIN ST Collector 369 1 12 4 1750 40 5 755 391 405 BROAD ST Collector 1137 1 12 4 1750 40 6 756 391 830 SR 63 Minor Arterial 704 2 12 4 1750 45 6 757 392 280 E NAPIER AVE Minor Arterial 1623 2 12 0 1750 40 7 758 392 283 E NAPIER AVE Minor Arterial 865 2 12 0 1900 40 7 759 393 388 E BRITAIN AVE Collector 4806 1 12 0 1700 45 7 760 393 826 SR 139 Major Arterial 2652 3 12 4 1900 40 7 761 394 393 E BRITAIN AVE Collector 548 1 12 4 1700 40 7 762 395 353 W MAIN ST Minor Arterial 645 2 12 0 1750 40 5 763 395 651 N FAIR AVE Collector 668 1 12 4 1700 40 5 764 395 845 SR 139 Major Arterial 613 3 12 4 1750 40 5 765 396 352 WOODWARD AVE Collector 1584 1 12 4 1700 40 6 766 396 386 W EMPIRE AVE Local Roadway 1363 1 12 4 1750 25 6 767 396 397 W EMPIRE AVE Collector 1141 1 12 4 1350 30 6 768 397 396 W EMPIRE AVE Collector 1141 1 12 4 1350 30 6 769 397 398 RIVERVIEW DR Collector 2605 1 12 4 1700 40 6 Donald C. Cook Nuclear Plant K-68 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

0 770 398 349 RIVERVIEW DR Collector 1732 1 12 4 1700 40 6 771 398 387 W BRITIAN AVE Collector 2338 1 12 4 1125 25 6 772 398 397 RIVERVIEW DR Collector 2602 1 12 4 1700 40 6 773 399 389 E BRITAIN AVE Collector 1151 1 12 4 1750 40 7 774 399 408 BROADWAY Collector 1406 1 12 4 1750 40 7 775 400 651 TERRITORIAL RD Collector 559 1 12 4 1700 40 5 776 401 399 BROADWAY Collector 2588 1 12 4 1750 25 7 777 401 803 E EMPIRE AVE Collector 2626 1 12 4 1700 40 7 778 402 385 E MAY ST Local Roadway 2653 1 12 4 1750 25 7 779 402 401 BROADWAY Collector 1311 1 12 4 1750 40 7 780 403 284 E NAPIER AVE Minor Arterial 2654 2 12 0 1750 40 7 781 403 285 E NAPIER AVE Minor Arterial 1264 2 12 0 1750 40 7 782 403 750 BROADWAY Local Roadway 1776 1 12 4 1700 40 7 783 404 279 NICKERSON AVE Collector 2807 1 12 10 1700 45 12 784 404 286 NICKERSON AVE Collector 1397 1 12 10 1700 40 12 785 404 403 BROADWAY Local Roadway 3088 1 12 4 1125 25 7 786 405 348 WAYNE ST Collector 1102 1 12 4 1700 40 6 787 405 391 BROAD ST Collector 1137 1 12 4 1750 40 6 788 406 340 PAW PAW AVE Collector 427 1 12 0 1700 40 5 789 406 400 TERRITORIAL RD Collector 2398 1 12 4 1700 40 5 790 406 714 PAW PAW AVE Collector 998 1 12 4 1700 40 5 791 407 336 WATER ST Collector 345 1 12 4 1750 40 5 792 407 544 WATER ST Collector 928 1 12 0 1700 40 5 793 407 711 TERRITORIAL RD Collector 551 1 12 4 1750 40 5 794 408 835 PIPESTONE ST Collector 801 1 12 4 1750 35 5 795 409 364 LAKESHORE DR Collector 1723 1 12 4 1700 45 3 Donald C. Cook Nuclear Plant K-69 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

796 409 366 HILLTOP RD Minor Arterial 2152 2 12 4 1750 40 6 797 410 380 RIVER RD Collector 3448 1 12 4 1700 40 13 798 410 411 RIVER RD Collector 1738 1 12 4 1700 40 13 799 411 410 RIVER RD Collector 1737 1 12 4 1700 40 13 800 411 412 RIVER RD Collector 1417 1 12 4 1700 40 13 801 412 411 RIVER RD Collector 1417 1 12 4 1700 40 13 802 412 413 RIVER RD Collector 2070 1 12 4 1700 40 13 803 413 412 RIVER RD Collector 2097 1 12 4 1700 40 13 804 413 414 RIVER RD Collector 5327 1 12 4 1700 40 13 805 413 421 NAOMI RD Collector 7440 1 12 4 1700 40 13 806 414 413 RIVER RD Collector 5327 1 12 4 1700 40 13 807 414 415 RIVER RD Collector 3802 1 12 4 1700 40 13 808 415 414 RIVER RD Collector 3802 1 12 4 1700 40 13 809 415 416 RIVER RD Collector 8680 1 12 4 1700 40 17 810 416 415 RIVER RD Collector 8682 1 12 4 1700 40 17 811 416 507 TABOR RD Collector 2191 1 12 4 1700 40 17 812 417 418 HILLANDALE RD Collector 7041 1 12 4 1700 40 17 813 417 484 TABOR RD Collector 10323 1 12 4 1700 40 17 814 417 486 HILLANDALE RD Collector 5272 1 12 4 1700 40 17 815 417 508 TABOR RD Collector 967 1 12 4 1700 40 17 816 418 417 HILLANDALE RD Collector 7041 1 12 4 1700 40 17 817 418 419 HILLANDALE RD Collector 8793 1 12 4 1700 40 13 818 418 422 S PIPESTONE RD Collector 4417 1 12 4 1700 60 13 819 418 484 S PIPESTONE RD Collector 12448 1 12 4 1700 60 17 820 419 420 NAOMI RD Collector 13071 1 12 4 1700 40 13 821 419 421 NAOMI RD Collector 3064 1 12 4 1700 40 13 Donald C. Cook Nuclear Plant K-70 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

822 419 752 HILLANDALE RD Collector 5254 1 12 4 1700 40 13 823 420 573 NAOMI RD Collector 13333 1 12 4 1700 40 14 824 421 419 NAOMI RD Collector 3064 1 12 4 1700 40 13 825 421 424 SODUS PKWY Collector 2204 1 12 10 1700 60 13 826 422 645 PIPESTONE RD Collector 4211 1 12 4 1700 60 13 827 423 383 SODUS PKWY Minor Arterial 1612 1 12 10 1900 55 13 US-31 ON-RAMP FROM SODUS 828 423 384 PKWY Freeway Ramp 2215 1 12 4 1700 45 13 829 423 424 SODUS PKWY Collector 1636 1 12 10 1700 60 13 830 424 421 SODUS PKWY Collector 2203 1 12 10 1700 60 13 831 424 423 SODUS PKWY Collector 1646 1 12 10 1700 60 13 832 425 426 ANCHORS WAY Collector 785 1 12 4 1700 40 6 833 426 834 W MAIN ST Minor Arterial 1253 2 12 4 1900 40 6 834 427 337 MAIN ST Collector 1060 2 12 4 1750 35 6 835 428 461 HILLTOP RD Minor Arterial 560 2 12 4 1750 40 12 836 428 829 S STATE ST Collector 2379 1 12 4 1575 35 6 837 429 427 S STATE ST Collector 3398 1 12 4 1575 35 6 838 429 430 KINGSLEY AVE Collector 811 1 12 4 1700 40 6 839 430 337 SR 63 Minor Arterial 4191 2 12 4 1750 35 6 840 430 338 SR 63 Minor Arterial 342 2 12 4 1750 35 6 841 431 338 W NAPIER AVE Local Roadway 859 2 12 4 1750 30 6 842 431 344 W NAPIER AVE Collector 816 1 12 4 1750 40 6 843 432 351 LANGLEY AVE Collector 2742 1 12 4 1700 40 6 844 433 436 LAKEVIEW AVE Collector 2350 1 12 4 1750 40 6 845 436 427 MAIN ST Collector 888 1 12 4 1575 35 6 846 437 428 HILLTOP RD Minor Arterial 688 2 12 4 1900 40 12 Donald C. Cook Nuclear Plant K-71 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

0 847 437 433 LAKEVIEW AVE Collector 4739 1 12 4 1700 40 6 848 438 362 S LAKESHORE DR Collector 2646 1 12 2 1700 45 10 849 438 439 MAIDEN LN Collector 5312 1 12 4 1750 40 10 850 439 438 MAIDEN LN Minor Arterial 5312 1 12 4 1750 45 10 851 439 440 CLEVELAND AVE Collector 7927 1 12 4 1700 45 12 852 440 366 CLEVELAND AVE Collector 2728 1 12 4 1750 40 12 853 441 409 LAKESHORE DR Collector 2857 1 12 4 1700 45 10 854 441 440 HAWTHORNE AVE Collector 3284 1 12 4 1700 40 10 855 442 129 KEPATH LN Collector 4514 1 12 4 1700 40 17 856 443 52 GARLAND AVE Collector 2802 1 12 4 1750 40 17 857 444 130 S CASS ST Collector 2105 1 12 4 1750 35 22 858 445 446 SNOW RD Collector 1486 1 12 4 1700 45 22 US-31 ON-RAMP FROM SNOW 859 445 447 RD Freeway Ramp 1617 1 12 4 1700 45 22 860 445 790 SNOW RD Collector 1045 1 12 4 1700 55 22 861 446 445 SNOW RD Collector 1486 1 12 4 1700 45 22 US-31 ON-RAMP FROM SNOW 862 446 448 RD Freeway Ramp 1088 1 12 4 1350 30 22 863 447 122 US-31 Freeway 3453 2 12 10 2250 75 22 864 447 446 US-31 OFF-RAMP TO SNOW RD Freeway Ramp 1848 1 12 4 1700 45 22 865 447 448 US-31 Freeway 1336 2 12 10 2250 75 22 866 448 123 US-31 Freeway 7441 2 12 10 2250 75 22 867 448 445 US-31 OFF-RAMP TO SNOW RD Freeway Ramp 1052 1 12 4 1700 30 22 868 448 447 US-31 Freeway 1336 2 12 10 2250 75 22 869 449 450 RED BUD TRAIL Collector 7816 1 12 0 1700 55 22 870 449 765 E SHAWNEE RD Collector 4756 1 12 4 1700 60 22 871 450 446 E SNOW RD Collector 4946 1 12 4 1700 60 22 Donald C. Cook Nuclear Plant K-72 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

872 450 614 RED BUD TRAIL Collector 1800 1 12 4 1700 45 22 873 451 449 E SHAWNEE RD Collector 5359 1 12 2 1700 60 22 874 452 321 RED BUD TRAIL N Collector 3112 1 12 4 1750 35 28 875 453 319 W FRONT ST Collector 3351 1 14 0 1750 35 28 876 454 272 LINCOLN AVE Collector 5256 1 12 1 1700 55 12 877 454 347 LINCOLN AVE Collector 2701 1 12 1 1700 45 12 878 454 457 W GLENLORD RD Collector 5293 1 12 2 1700 55 12 879 455 47 E GLENLORD RD Local Roadway 571 1 12 2 1350 30 12 880 456 459 MAIDEN LN Collector 1754 1 12 4 1700 40 12 881 456 460 HOLLYWOOD RD Collector 2146 1 12 6 1750 45 12 882 457 455 E GLENLORD RD Collector 3582 1 12 2 1700 40 12 883 457 456 HOLLYWOOD RD Collector 2630 1 12 4 1700 45 12 884 458 276 E MARQUETTE WOODS RD Collector 5436 1 12 0 1700 40 12 885 458 457 HOLLYWOOD RD Collector 5187 1 12 0 1700 50 12 886 458 512 HOLLYWOOD RD Collector 5313 1 12 0 1750 55 12 887 459 47 SR 63 Collector 3441 1 12 6 1700 50 12 888 459 460 SR 63 Collector 2529 1 12 6 1750 55 12 889 460 69 SR 63 Collector 391 1 12 4 1700 55 12 890 460 459 SR 63 Collector 2529 1 12 6 1700 55 12 891 461 345 HILLTOP RD Minor Arterial 500 2 12 4 1900 40 12 892 461 428 HILLTOP RD Minor Arterial 560 2 12 4 1900 40 12 893 461 462 WASHINGTON AVE Collector 691 2 12 4 1750 40 6 894 462 345 SR 63 Minor Arterial 778 2 12 4 1900 40 6 895 462 828 SR 63 Minor Arterial 1672 2 12 4 1750 40 6 896 463 461 WASHINGTON AVE Collector 6629 1 12 4 1750 40 12 897 464 19 S WHITTAKER ST Collector 5516 1 12 4 1700 35 30 Donald C.Cook Nuclear Plant K-73 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

898 464 243 US-12 Minor Arterial 3301 2 10 2 1900 55 30 899 464 465 US-12 Minor Arterial 1076 2 10 2 1900 40 30 900 465 464 US-12 Minor Arterial 1076 2 10 2 1750 40 30 901 467 407 HINKLEY ST Collector 1213 1 12 4 1750 35 5 902 468 2 W MAIN ST Minor Arterial 391 2 12 12 1900 55 5 903 470 342 W MAIN ST Minor Arterial 5389 2 12 12 1900 70 8 904 471 2 N CRYSTAL AVE Collector 672 1 12 4 1700 40 5 W MAIN ST ON-RAMP FROM N 905 471 473 CRYSTAL AVE Freeway Ramp 452 1 12 4 1700 40 5 906 472 373 RED ARROW HWY Collector 2860 1 12 4 1700 40 8 W MAIN ST ON-RAMP FROM N 907 473 470 CRYSTAL AVE Freeway Ramp 714 1 12 4 1700 40 5 908 474 317 W 4TH ST Collector 819 1 12 4 1700 40 28 909 475 474 W 4TH ST Collector 1156 1 12 4 1700 40 28 910 476 323 E WARREN WOODS RD Collector 9481 1 12 2 1700 45 27 911 477 453 W FRONT ST Collector 3864 1 12 0 1700 45 28 912 477 479 BAKERTOWN RD Collector 6842 1 12 1 1700 45 34 913 478 329 US-12 Collector 9227 1 12 10 1750 60 34 914 479 478 BAKERTOWN RD Collector 1646 1 12 4 1700 40 34 915 480 582 MAIN ST Collector 1445 1 12 4 1700 40 28 916 481 316 MAIN ST Collector 4198 1 12 4 1700 40 28 917 481 613 MILLER RD Collector 4108 1 12 4 1700 40 28 918 482 481 MAIN ST Collector 6652 1 12 4 1700 50 28 919 483 322 MADRON LAKE RD Collector 1035 1 12 4 1700 40 28 920 484 418 S PIPESTONE RD Collector 12448 1 12 4 1700 60 17 921 484 503 S PIPESTONE RD Collector 2380 1 12 4 1700 50 18 922 486 417 HILLANDALE RD Collector 5272 1 12 4 1700 40 17 KLD Engineering, P.C.

Donald C. Cook Nuclear Plant K-74 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

923 486 487 HILLANDALE RD Collector 2204 1 12 4 1700 40 17 924 487 486 HILLANDALE RD Collector 2204 1 12 4 1700 40 17 925 487 785 HILLANDALE RD Collector 977 1 12 4 1700 40 17 926 488 784 HILLANDALE RD Collector 1444 1 12 4 1700 40 17 927 489 783 HILLANDALE RD Collector 1379 1 12 4 1700 40 17 928 490 491 HIPS HOLLOW RD Collector 4966 1 12 4 1700 40 18 929 491 492 HOCHBERGER RD Local Roadway 2338 1 12 2 1350 30 18 930 491 497 HOCHBERGER RD Collector 3943 1 12 2 1700 60 18 931 492 491 HOCHBERGER RD Local Roadway 2338 1 12 2 1350 30 18 932 492 793 W MAIN ST Local Roadway 2838 1 12 8 1350 30 18 933 493 494 E MAIN ST Collector 4468 1 12 4 1700 40 18 934 494 860 E MAIN ST Collector 2926 1 12 4 1700 40 18 935 494 861 STATE HWY 140 Collector 2844 1 12 10 1700 55 18 936 495 493 SR 140 Collector 4771 1 12 8 1700 60 18 937 497 498 HOCHBERGER RD Collector 2679 1 12 2 1700 40 18 938 498 499 HOCHBERGER RD Collector 1562 1 12 4 1700 40 18 939 499 500 HOCHBERGER RD Collector 1320 1 12 4 1700 40 18 940 500 501 DEANS HILL RD Collector 1006 1 12 4 1700 55 18 941 501 518 DEANS HILL RD Collector 913 1 12 4 1700 40 18 942 502 132 DEANS HILL RD Collector 293 1 12 0 1700 40 22 943 502 642 POKAGON RD Collector 7354 1 12 4 1700 60 23 944 503 755 S PIPESTONE RD Collector 2811 1 12 4 1700 60 18 945 504 815 SR 140 Collector 667 1 12 4 1700 60 23 946 505 56 US-31 Freeway 1633 2 12 10 2250 75 17 947 505 506 US-31 Freeway 2621 2 12 10 2250 75 17 948 505 507 US-31 OFF-RAMP TO TABOR RD Freeway Ramp 1470 1 12 4 1700 45 17 Donald C. Cook Nuclear Plant K-75 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

949 506 206 US-31 Freeway 1070 2 12 10 2250 75 17 950 506 505 US-31 Freeway 2621 2 12 10 2250 75 17 951 506 508 US-31 OFF-RAMP TO TABOR RD Freeway Ramp 1644 1 12 4 1700 45 17 952 507 416 TABOR RD Collector 2191 1 12 4 1700 40 17 US-31 ON-RAMP FROM TABOR 953 507 506 RD Freeway Ramp 1340 1 12 4 1700 45 17 954 507 508 TABOR RD Collector 1341 1 12 4 1700 40 17 955 508 417 TABOR RD Collector 964 1 12 4 1700 40 17 US-31 ON-RAMP FROM TABOR 956 508 505 RD Freeway Ramp 1462 1 12 4 1700 45 17 957 508 507 TABOR RD Collector 1341 1 12 4 1700 40 17 958 510 33 1-94 Freeway 1743 3 12 10 2250 75 15 959 510 34 1-94 Freeway 1824 3 12 10 2250 75 11 1-94 OFF-RAMP TO GRAND 960 510 213 MERE RD Freeway Ramp 1064 1 12 4 1700 45 15 961 511 272 LINCOLN AVE Collector 5226 1 12 1 1700 40 12 962 511 512 W JOHN BEERS RD Collector 5222 1 12 4 1750 40 16 963 511 647 LINCOLN AVE Collector 5285 1 12 1 1700 40 16 964 512 458 HOLLYWOOD RD Collector 5313 1 12 0 1750 55 12 965 512 513 E JOHN BEERS RD Collector 5630 1 12 4 1700 50 16 966 512 648 HOLLYWOOD RD Collector 5239 1 12 0 1750 55 16 967 513 276 SCOTTDALE RD Collector 5345 1 11 0 1700 60 12 968 513 514 E JOHN BEERS RD Collector 5698 1 12 4 1700 50 16 969 513 649 SCOTTDALE RD Collector 5342 1 11 0 1700 60 16 970 514 49 SR 139 Collector 6173 1 12 6 1700 60 17 971 514 96 SR 139 Collector 2536 1 12 6 1700 60 12 972 515 516 LINCO RD Collector 5259 1 11 0 1700 60 16 Donald C. Cook Nuclear Plant K-76 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

973 515 578 LINCOLN AVE Collector 6124 1 12 1 1700 40 16 974 515 647 LINCOLN AVE Collector 5269 1 12 1 1700 40 16 975 516 517 LINCO RD Collector 5659 1 11 0 1700 60 16 976 516 575 HOLLYWOOD RD Collector 5848 1 12 0 1700 55 16 977 516 648 HOLLYWOOD RD Collector 5381 1 12 0 1750 55 16 978 517 649 SCOTrDALE RD Collector 5200 1 11 0 1700 60 16 979 517 709 LINCO RD Collector 2056 1 12 0 1700 60 16 980 518 519 DEANS HILL RD Collector 1372 1 12 4 1700 40 23 981 519 502 DEANS HILL RD Collector 2527 1 12 4 1700 50 22 982 520 347 MAIDEN LN Collector 2617 1 12 4 1575 35 12 983 520 463 WASHINGTON AVE Collector 3900 1 12 4 1700 40 12 984 521 272 W MARQUETTE WOODS RD Collector 2683 1 12 0 1700 55 12 985 521 522 WASHINGTON AVE Collector 5265 1 12 4 1700 50 12 986 522 454 W GLENLORD RD Collector 2676 1 12 2 1700 55 12 987 522 520 WASHINGTON AVE Collector 2739 1 12 4 1700 40 12 988 531 533 SR 63 Minor Arterial 1960 2 12 10 1900 65 4 989 533 359 SR 63 Collector 4093 2 12 10 1900 65 4 990 533 537 KLOCK RD Collector 873 1 12 4 1700 40 4 991 536 531 MOMANY DR Collector 492 1 12 4 1575 35 4 992 537 533 KLOCK RD Collector 873 1 12 4 1750 40 4 993 537 542 KLOCK RD Collector 1400 1 12 4 1700 40 4 994 538 533 UPTON DR Collector 665 1 12 0 1750 40 4 995 542 537 KLOCK RD Collector 1400 1 12 4 1700 40 4 996 542 543 KLOCK RD Collector 1508 1 12 4 1700 40 5 997 543 542 KLOCK RD Collector 1508 1 12 4 1700 40 5 998 543 544 N SHORE DR Collector 1201 1 12 4 1700 40 5 Donald C. Cook Nuclear Plant K-77 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

999 543 825 N SHORE DR Collector 3660 1 12 0 1700 50 5 1000 544 543 N SHORE DR Collector 1202 1 12 4 1700 40 5 1001 544 711 N SHORE DR Collector 651 1 12 4 1750 40 5 1002 545 536 MOMANY DR Collector 1066 1 12 4 1575 35 4 1003 546 547 PAW PAW AVE Collector 3262 1 12 4 1700 45 5 1004 547 875 PAW PAW AVE Collector 2926 1 12 4 1700 50 5 1005 548 549 RIVERSIDE RD Collector 7702 1 12 4 1700 45 1 1006 548 550 PAW PAW AVE Collector 4777 1 12 4 1700 40 1 1007 549 551 RIVERSIDE RD Collector 1636 1 12 4 1700 55 2 1008 550 549 ZOSCHKE RD Collector 6091 1 12 0 1700 40 1 1009 550 552 PAW PAW AVE Collector 710 1 12 4 1700 40 1 1010 552 356 SR 63 Collector 1067 1 12 10 1700 65 1 1011 553 554 MEADOWBROOK RD Collector 5284 1 12 6 1700 55 13 1012 554 568 MEADOWBROOK RD Collector 2645 1 12 10 1700 55 13 1013 554 589 S BLUE CREEK RD Collector 3861 1 12 4 1700 40 8 1014 555 857 MEADOWBROOK RD Collector 10566 1 11 0 1700 55 14 1015 556 555 MEADOWBROOK RD Collector 5294 1 11 0 1700 55 14 1016 556 753 S PARK RD Collector 5353 1 12 0 1700 45 9 1017 557 450 E SNOW RD Collector 5244 1 12 4 1700 40 22 1018 558 723 E SNOW RD Collector 2529 1 12 4 1700 55 21 1019 559 725 E SNOW RD Collector 1734 1 12 4 1700 40 21 1020 560 669 HILLS RD Collector 2722 1 12 4 1700 40 21 1021 560 788 W SNOW RD Collector 1201 1 12 4 1700 40 21 1022 561 740 HILLS RD Collector 752 1 12 4 1700 40 21 1023 562 563 STEVENSVILLE-BARODA RD Collector 2018 1 12 4 1700 40 16 1024 562 739 1ST ST Collector 481 1 12 4 1700 30 16 Donald C. Cook Nuclear Plant K-78 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

0 1025 563 564 STEVENSVILLE-BARODA RD Collector 3539 1 12 4 1700 40 16 1026 564 579 W HINCHMAN RD Collector 1652 1 12 1 1700 40 16 1027 564 595 STEVENSVILLE-BARODA RD Minor Arterial 1996 1 12 4 1700 40 16 1028 565 566 STEVENSVILLE-BARODA RD Collector 2322 1 12 4 1750 45 15 1029 566 210 LINCO RD Collector 1238 1 12 0 1750 40 16 1030 566 567 STEVENSVILLE-BARODA RD Collector 7186 1 12 0 1700 55 15 1031 567 596 STEVENSVILLE-BARODA RD Collector 2586 1 12 0 1700 55 15 1032 568 160 HILLANDALE RD Collector 4256 1 12 4 1700 40 8 1033 568 556 MEADOWBROOK RD Collector 10546 1 11 0 1700 55 13 1034 569 570 E EMPIRE AVE Collector 5218 1 12 4 1700 60 8 1035 569 863 HILLANDALE RD Collector 2682 1 12 0 1700 45 8 1036 570 571 E EMPIRE AVE Collector 5238 1 12 4 1700 60 8 1037 571 753 S PARK RD Collector 2720 1 12 0 1700 45 9 1038 571 813 E EMPIRE AVE Collector 5337 1 12 4 1700 60 9 1039 571 870 S PARK RD Collector 2676 1 12 0 1700 45 9 1040 572 569 E EMPIRE AVE Collector 5359 1 12 4 1700 60 8 1041 572 820 S BENTON CENTER RD Collector 2714 1 10 2 1700 55 8 1042 573 857 STATE HWY 140 Collector 13241 1 12 10 1700 55 14 1043 573 861 STATE HWY 140 Collector 18401 1 12 10 1700 55 18 1044 574 50 SR 139 Collector 5179 1 12 10 1750 60 17 1045 574 51 SR 139 Collector 3253 1 12 10 1700 60 17 1046 575 580 E HINCHMAN RD Collector 5258 1 12 1 1700 40 16 1047 575 736 HOLLYWOOD RD Collector 4494 1 12 0 1700 55 16 1048 576 577 E HINCHMAN RD Collector 7959 1 12 1 1700 40 16 1049 577 574 E HINCHMAN RD Collector 3397 1 12 1 1700 40 17 1050 578 575 W HINCHMAN RD Collector 5452 1 12 1 1700 40 16 Donald C. Cook Nuclear Plant K-79 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

1051 579 578 W HINCHMAN RD Collector 2832 1 12 1 1700 40 16 1052 580 576 E HINCHMAN RD Collector 2727 1 12 1 1700 40 16 1053 581 219 CLEVELAND AVE Collector 5267 1 12 2 1700 60 16 1054 581 220 CLEVELAND AVE Collector 5287 1 12 2 1700 60 16 1055 581 562 W LEMON CREEK RD Collector 2412 1 12 4 1700 45 16 1056 582 818 MAIN ST Collector 468 1 12 4 1800 30 28 1057 583 584 GRAND MERE RD Collector 534 1 12 4 1700 40 15 1058 584 800 GRAND MERE RD Collector 2249 1 12 4 1700 40 15 1059 585 16 1-94 Freeway 3368 3 12 10 2250 75 25 1060 585 586 1-94 Freeway 6873 3 12 10 2250 75 25 1061 586 15 1-94 Freeway 4102 3 12 10 2250 75 25 1062 586 585 1-94 Freeway 6873 3 12 10 2250 75 25 1063 587 126 US-31 Freeway 2650 2 12 10 2250 75 29 1064 587 263 US-31 Freeway 4918 2 12 10 2250 75 29 1065 588 136 WALTON RD Collector 2104 1 12 8 1700 60 29 1066 589 156 E NAPIER AVE Minor Arterial 657 2 12 4 1750 50 8 1067 589 160 E NAPIER AVE Collector 2708 1 12 4 1700 50 8 1068 590 240 US-12 Minor Arterial 817 2 12 4 1750 45 30 1069 590 243 US-12 Minor Arterial 2700 2 10 2 1900 55 30 1070 591 592 W MARTIN RD Collector 2978 1 12 4 1700 40 31 1071 592 251 WITT RD Collector 1854 1 12 4 1700 40 31 1072 593 594 CLEVELAND AVE Collector 439 1 12 4 1700 40 32 1073 595 210 CLEVELAND AVE MinorArterial 3262 1 12 4 1750 60 16 1074 595 220 CLEVELAND AVE Collector 1607 1 12 4 1700 60 16 1075 595 564 STEVENSVILLE-BARODA RD Minor Arterial 1982 1 12 4 1700 40 16 1076 595 565 STEVENSVILLE-BARODA RD Collector 1280 1 12 4 1700 40 16 Donald C. Cook Nuclear Plant K-80 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

0 1077 596 195 ST JOSEPH AVE Local Roadway 2740 1 14 0 1350 30 15 1078 597 598 CLEVELAND AVE Collector 1616 1 12 2 1700 40 26 1079 598 332 CLEVELAND AVE Collector 3663 1 12 2 1700 55 26 1080 600 18 LA PORT RD Minor Arterial 331 2 12 4 1900 40 30 1081 601 4 1-94 Freeway 914 3 12 10 2250 70 30 1082 601 5 1-94 Freeway 446 3 12 10 2250 70 30 1083 602 603 US-12 Minor Arterial 1076 2 12 4 1900 40 35 1084 603 262 US-12 Minor Arterial 396 2 12 4 1900 40 35 1085 603 604 US-31 ON-RAMP FROM US-12 Freeway Ramp 1557 1 12 4 1350 30 35 1086 604 127 US-31 Freeway 980 2 12 10 2250 75 35 1087 604 128 US-31 Minor Arterial 1908 2 12 10 2250 75 35 1-94 ON-RAMP FROM LA PORT 1088 606 5 RD Freeway Ramp 622 1 12 4 1350 30 30 1089 606 17 LA PORT RD Minor Arterial 311 2 12 4 1900 40 30 1090 606 607 LA PORT RD Minor Arterial 618 2 12 4 1900 40 30 1-94 ON-RAMP FROM LA PORT 1091 607 601 RD Freeway Ramp 793 1 12 4 1125 25 30 1092 607 606 LA PORT RD Minor Arterial 618 2 12 4 1900 40 30 1093 607 685 LA PORT RD Minor Arterial 444 2 12 4 1900 40 30 1094 608 452 RED BUD TRAIL N Collector 1523 1 12 4 1700 40 28 1095 609 608 RED BUD TRAIL N Collector 996 1 12 4 1700 40 28 1096 610 611 RED BUD TRAIL N Collector 3096 1 12 4 1700 55 28 1097 611 609 RED BUD TRAIL N Collector 2766 1 12 4 1700 40 28 1098 612 613 RED BUD TRAIL N Collector 8540 1 12 4 1700 55 28 1099 613 610 RED BUD TRAIL N Collector 1922 1 12 4 1700 55 28 1100 614 615 RED BUD TRAIL Collector 4352 1 12 4 1700 45 22 1101 615 616 RED BUD TRAIL N Collector 5594 1 12 4 1700 55 22 Donald C. Cook Nuclear Plant K-81 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

1102 616 612 RED BUD TRAIL N Collector 2145 1 12 4 1700 55 22 1103 617 226 E GLENDORA RD Collector 7436 1 12 4 1700 55 27 1104 618 480 MAIN ST Collector 2949 1 12 4 1700 40 28 1105 619 764 NILES BUCHANAN RD Collector 1832 1 12 4 1575 40 28 1106 620 621 W WAGNER RD Collector 1024 1 12 4 1700 40 27 1107 621 787 W WAGNER RD Collector 2755 1 12 4 1700 40 27 1108 622 623 E WAGNER RD Collector 1021 1 12 4 1700 40 27 1109 623 624 E WAGNER RD Collector 2841 1 12 4 1700 40 27 1110 624 625 E WAGNER RD Collector 2060 1 12 4 1700 40 27 1111 625 626 E WAGNER RD Collector 3811 1 12 4 1700 40 27 1112 626 627 E WAGNER RD Collector 3751 1 12 4 1700 40 27 1113 627 786 E WAGNER RD Collector 1217 1 12 4 1700 40 27 1114 628 629 MADRON LAKE RD Collector 1512 1 12 4 1700 40 28 1115 629 323 MADRON LAKE RD Collector 695 1 12 4 1700 40 28 1116 630 229 W GLENDORA RD Collector 2265 1 12 4 1700 40 26 1117 630 635 W GLENDORA RD Collector 2557 1 12 4 1700 40 26 1118 631 632 AVERY RD Collector 1085 1 12 4 1575 35 26 1119 632 633 MILL RD Collector 3054 1 12 4 1700 60 26 1120 633 634 MILL RD Collector 7967 1 12 4 1700 60 26 1121 634 333 W WARREN WOODS RD Collector 7764 1 12 2 1700 45 26 1122 634 334 W WARREN WOODS RD Collector 13137 1 12 2 1700 45 25 1123 635 630 W GLENDORA RD Collector 2557 1 12 4 1700 40 26 1124 635 631 AVERY RD Collector 1321 1 12 4 1575 35 26 1125 636 635 CALIFORNIA RD Collector 1636 1 12 4 1575 35 26 1126 637 198 SAWYER RD Collector 1561 1 12 2 1700 40 19 1127 637 202 SAWYER RD Collector 300 2 12 4 1750 40 19 Donald C. Cook Nuclear Plant K-82 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

1181637 246 1 3 OAKS RD Minor Arterial 7075 1 12 0 1900 55 25 1129 638 191 RED ARROW HWY Minor Arterial 7665 2 10 2 1900 60 25 1130 638 192 RED ARROW HWY Minor Arterial 3289 2 10 2 1900 60 15 1131 639 638 COOK POWER PLANT RD Minor Arterial 1081 2 12 4 1750 40 15 1132 640 639 COOK POWER PLANT RD Minor Arterial 2177 2 12 4 1900 40 15 1133 641 52 SR 139 Collector 1853 1 12 4 1750 50 17 1134 641 98 SR 139 Minor Arterial 2856 2 12 4 1750 50 17 1135 642 504 POKAGON RD Collector 7334 1 12 4 1700 60 23 1136 643 95 SR 139 Collector 1378 1 12 6 1700 55 12 1137 643 276 SCOTTDALE RD Collector 4447 1 11 0 1700 60 12 1138 643 819 SR 139 Minor Arterial 240 2 12 4 1900 55 12 1139 644 174 GLENLORD RD Collector 771 1 12 4 1750 40 11 1140 645 421 PIPESTONE RD Collector 1067 1 12 4 1700 60 13 1141 647 511 LINCOLN AVE Collector 5285 1 12 1 1700 40 16 1142 647 515 LINCOLN AVE Collector 5269 1 12 1 1750 40 16 1143 647 648 ROCKEY WEED RD Collector 5281 1 12 0 1750 40 16 1144 648 512 HOLLYWOOD RD Collector 5239 1 12 0 1750 55 16 1145 648 516 HOLLYWOOD RD Collector 5381 1 12 0 1750 55 16 1146 648 649 ROCKEY WEED RD Collector 5654 1 12 0 1700 40 16 1147 649 49 ROCKEY WEED RD Collector 8778 1 12 0 1700 40 16 1148 649 513 SCOTTDALE RD Collector 5342 1 11 0 1700 60 16 1149 649 517 SCOTTDALE RD Collector 5200 1 11 0 1700 60 16 1150 650 344 LANGLEY AVE Collector 728 1 12 4 1750 40 6 1151 651 369 TERRITORIAL RD Collector 769 1 12 4 1700 40 5 1152 651 395 N FAIR AVE Collector 668 1 12 4 1750 40 5 1153 652 374 RED ARROW HWY Collector 5135 1 12 4 1700 40 8 Donald C. Cook Nuclear Plant K-83 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

1154 653 472 N EUCLID AVE Collector 2505 1 12 4 1700 40 8 1155 653 715 TERRITORIAL RD Collector 2695 1 12 4 1700 50 8 1156 654 374 N BENTON CENTER RD Collector 7414 1 10 2 1700 55 8 1157 654 655 TERRITORIAL RD Collector 2430 1 12 4 1700 50 8 1158 655 656 TERRITORIAL RD Collector 2245 1 12 4 1700 50 8 1159 656 862 TERRITORIAL RD Collector 5417 1 12 4 1700 50 8 1160 657 853 TERRITORIAL RD Collector 2581 1 12 4 1700 50 9 1161 657 868 N PARK RD Collector 5534 1 12 0 1700 45 9 1162 660 377 1-196 Freeway 470 2 12 10 2250 70 2 1163 660 690 1-196 Freeway 1053 2 12 10 2250 70 2 1164 661 202 RED ARROW HWY Minor Arterial 697 2 10 2 1750 40 19 1165 661 231 RED ARROW HWY Minor Arterial 2008 2 10 2 1900 40 19 1166 662 661 TOWER HILL RD Collector 4548 1 12 4 1700 40 19 1167 662 664 BROWNTOWN RD Collector 3475 1 12 4 1750 40 19 1168 663 664 BROWNTOWN RD Collector 5018 1 12 4 1700 45 19 1169 663 665 BROWNTOWN RD Collector 7040 1 12 4 1700 45 20 1170 664 231 RED ARROW HWY Minor Arterial 3736 2 10 2 1900 40 19 1171 664 663 BROWNTOWN RD Collector 5018 1 12 4 1700 45 19 1172 664 704 RED ARROW HWY Minor Arterial 800 2 10 2 1900 40 19 1173 665 663 BROWNTOWN RD Collector 7040 1 12 4 1700 45 20 1174 665 666 CALIFORNIA RD Collector 5049 1 10 0 1700 60 20 1175 665 668 BROWNTOWN RD Collector 15794 1 12 4 1750 40 20 1176 666 203 SAWYER RD Collector 4092 1 12 0 1700 55 20 1177 666 228 SAWYER RD Collector 5290 1 12 4 1700 40 20 1178 668 224 CLEVELAND AVE Collector 5106 1 12 2 1700 55 20 1179 669 726 HILLS RD Collector 2244 1 12 4 1700 40 21 Donald C. Cook Nuclear Plant K-84 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

0 1180 670 727 HILLS RD Collector 1663 1 12 4 1700 50 21 1181 671 617 HILLS RD Collector 4443 1 12 4 1700 50 21 1182 672 560 HILLS RD Collector 3476 1 12 4 1700 40 21 1183 673 215 LAKE ST Collector 1075 1 12 4 1700 40 20 1184 674 640 COOK POWER PLANT RD Minor Arterial 1185 2 12 4 1900 40 15 1185 676 442 KEPATH LN Collector 4307 1 12 4 1700 40 17 1186 678 202 HOLLOWAY DR Collector 3628 1 12 4 1750 40 19 1187 679 232 RED ARROW HWY Minor Arterial 2607 2 10 2 1900 40 25 1188 679 681 RED ARROW HWY Minor Arterial 717 2 10 2 1900 40 25 1189 680 679 PRAIRIRE RD Collector 3429 1 12 4 1700 40 25 1190 681 233 RED ARROW HWY Minor Arterial 2089 2 10 2 1900 50 25 1191 681 679 RED ARROW HWY Minor Arterial 713 2 10 2 1900 40 25 1192 682 681 HARBERT RD Collector 3916 1 12 4 1700 40 25 1193 683 33 1-94 Freeway 4961 3 12 10 2250 75 15 1194 683 39 1-94 Freeway 5886 3 12 10 2250 75 15 1195 684 194 JOHN BEERS RD Collector 762 1 12 4 1750 40 15 1196 684 212 JOHN BEERS RD Collector 864 1 12 4 1700 40 15 1197 685 18 LA PORT RD Minor Arterial 269 2 12 4 1900 40 30 1198 685 607 LA PORT RD Minor Arterial 444 2 12 4 1900 40 30 1-94 ON-RAMP FROM W MAIN 1199 686 61 ST Freeway Ramp 985 1 12 10 1700 50 8 1200 687 61 1-94 Freeway 1407 3 12 10 2250 75 8 1201 687 110 1-94 Freeway 954 3 12 10 2250 75 8 1202 688 113 1-94 ON-RAMP FROM 1-196 Freeway Ramp 1538 1 12 4 1700 45 8 1203 690 660 1-196 Minor Arterial 1053 2 12 10 2250 70 2 1-196 OFF-RAMP TO RED 1204 690 692 ARROW HWY Freeway Ramp 1220 12 1700 45 Donald C. Cook Nuclear Plant K-85 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

1205 690 816 1-196 Freeway 1358 3 12 10 2250 70 8 1206 691 689 RED ARROW HWY Collector 725 1 12 4 1700 40 2 1-196 OFF-RAMP TO RED 1207 692 691 ARROW HWY Freeway Ramp 653 1 12 4 1700 45 2 1208 693 691 RED ARROW HWY Collector 351 1 12 4 1700 40 2 1-196 ON-RAMP FROM RED 1209 693 694 ARROW HWY Freeway Ramp 365 1 12 4 1350 30 2 1-196 ON-RAMP FROM RED 1210 694 660 ARROW HWY Freeway Ramp 725 1 12 4 1350 30 2 1211 695 99 US-31 Freeway 1507 2 12 10 2250 75 17 1212 695 100 US-31 Freeway 1580 2 12 10 2250 75 17 1213 695 105 US-31 OFF-RAMP TO SR 139 Freeway Ramp 319 1 12 4 1350 30 17 1214 696 266 NILES BUCHANAN RD Minor Arterial 1386 1 12 4 1900 50 28 1215 698 268 US-31 Freeway 1089 2 12 10 2250 75 29 1216 698 699 US-31 Freeway 1085 2 12 10 2250 75 29 1217 699 263 US-31 Freeway 736 2 12 10 2250 75 29 1218 699 698 US-31 Freeway 1085 2 12 10 2250 75 29 1219 702 248 US-12 Collector 1681 1 12 4 1750 40 31 1220 702 249 US-12 Collector 19407 1 12 10 1700 60 32 1221 703 24 US-12 Collector 20928 1 12 4 1700 60 31 1222 703 248 US-12 Collector 2432 1 12 4 1750 40 31 1223 704 234 RED ARROW HWY Minor Arterial 1494 2 10 2 1900 40 19 1224 704 664 RED ARROW HWY Minor Arterial 800 2 10 2 1750 40 19 1225 705 704 STATE PARK RD Local Roadway 909 1 12 4 1125 25 19 1226 706 705 STATE PARK RD Local Roadway 2452 1 12 4 1125 25 19 1227 707 706 STATE PARK RD Local Roadway 1244 1 12 4 1125 25 19 1228 708 707 STATE PARK RD Local Roadway 833 1 12 4 1125 25 19 Donald C. Cook Nuclear Plant K-86 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

1229 709 50 LINCO RD Collector 9523 1 12 0 1750 60 17 1230 710 358 SR 63 Collector 1964 2 12 10 1900 65 5 1231 711 406 TERRITORIAL RD Collector 1660 1 12 4 1700 40 5 1232 711 544 N SHORE DR Collector 651 1 12 4 1700 40 5 1233 711 712 5TH ST Collector 282 1 12 4 1700 40 5 1234 712 711 5TH ST Collector 282 1 12 4 1750 40 5 5TH ST ROUNDABOUT TO W 1235 712 838 MAIN ST Collector 162 1 12 4 900 20 5 1236 714 546 PAW PAW AVE Collector 770 1 12 4 1700 40 5 1237 715 654 TERRITORIAL RD Collector 5292 1 12 2 1700 50 8 1238 716 297 DRIVEWAY Local Roadway 500 1 12 4 1750 30 7 1239 722 48 SR 139 Collector 2564 1 12 6 1700 60 12 1240 722 96 SR 139 Collector 3552 1 12 6 1700 60 12 1241 723 724 E SNOW RD Collector 1275 1 12 4 1700 55 22 1242 724 557 E SNOW RD Collector 1605 1 12 4 1700 55 22 1243 725 558 E SNOW RD Collector 2777 1 12 4 1700 55 21 1244 726 670 HILLS RD Collector 2788 1 12 4 1700 50 21 1245 727 671 HILLS RD Collector 2034 1 12 4 1700 50 21 1246 728 195 W JOHN BEERS RD Collector 1511 1 12 6 1350 30 11 1247 728 208 W JOHN BEERS RD Collector 5267 1 12 6 1750 35 15 1248 729 164 RED ARROW HWY Minor Arterial 350 2 10 2 1900 45 11 1249 729 169 RED ARROW HWY Minor Arterial 1219 2 10 2 1900 45 11 1250 730 731 MARQUETTE WOOD RD Collector 2608 1 12 4 1700 40 11 1251 731 732 MARQUETTE WOOD RD Collector 1025 1 12 4 1700 40 11 1252 732 733 MARQUETTE WOOD RD Collector 1002 1 12 4 1350 30 11 1253 733 729 MARQUETTE WOOD RD Collector 1245 1 12 4 1750 40 11 Donald C. Cook Nuclear Plant K-87 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

1254 734 456 MAIDEN LN Collector 2379 1 12 4 1700 40 12 1255 735 345 SR 63 Minor Arterial 700 2 12 4 1900 40 12 1256 735 346 SR 63 Collector 3122 1 12 4 1750 50 12 1257 736 737 HOLLYWOOD RD Collector 1274 1 12 0 1700 55 16 1258 737 738 SINGER-LAKE RD Local Roadway 2353 1 12 0 1350 30 16 1259 738 561 SINGER-LAKE RD Local Roadway 3224 1 12 0 1350 30 21 1260 739 561 HILLS RD Collector 5773 1 12 4 1700 55 21 1261 740 672 HILLS RD Collector 2893 1 12 4 1700 40 21 1262 740 792 W SHAWNEE RD Collector 3645 1 12 2 1700 60 21 1263 741 222 E SHAWNEE RD Collector 2895 1 12 2 1700 60 21 1264 742 346 LINCOLN AVE Collector 6688 1 12 4 1750 40 12 1265 742 347 LINCOLN AVE Collector 860 1 12 1 1700 40 12 1266 745 742 LONESOME PINE TRAIL Local Roadway 1176 1 12 0 1350 30 12 1267 746 294 MIAMA RD Collector 1414 2 12 4 1750 40 6 1268 746 747 MIAMA RD Collector 1548 1 12 4 1700 40 6 1269 747 352 MIAMA RD Collector 1583 1 12 4 1700 40 6 1270 747 746 MIAMA RD Collector 1549 1 12 4 1700 40 6 1271 748 277 SR 139 Minor Arterial 904 2 12 4 1750 45 7 1272 748 310 SR 139 Minor Arterial 1703 2 12 4 1750 45 7 1273 749 402 BROADWAY Local Roadway 1534 1 12 4 1750 40 7 1274 750 749 BROADWAY Local Roadway 697 1 12 4 1575 35 7 1275 751 361 E NAPIER AVE Collector 4946 1 12 2 1700 50 8 1276 752 568 HILLANDALE RD Collector 7844 1 12 4 1700 40 13 1277 753 571 S PARK RD Collector 2721 1 12 0 1700 45 9 1278 753 856 E NAPIER AVE Collector 15925 1 11 0 1700 55 9 1279 755 492 S PIPESTONE RD Collector 1101 1 12 4 1700 25 18 Donald C. Cook Nuclear Plant K-88 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

1280 758 504 SR 140 Collector 9286 1 12 8 1700 60 23 1281 759 134 SR 139 Collector 6530 1 12 8 1700 60 23 1282 760 130 W FERRY ST Collector 624 1 12 4 1750 30 22 1283 760 244 W FERRY ST Collector 1235 1 12 4 1750 55 22 1284 761 324 WALTON RD Collector 3571 1 12 4 1700 50 28 1285 762 761 RIVER ST Local Roadway 1654 1 12 0 1350 30 28 1286 763 619 E FRONT ST MinorArterial 1833 2 12 0 1900 30 28 1287 764 320 NILES BUCHANAN RD Collector 1331 1 12 4 1700 40 28 1288 765 244 E SHAWNEE RD Local Roadway 4714 1 12 4 1750 25 22 1289 766 493 E MAIN ST Collector 3249 1 12 8 1700 40 18 1290 767 214 LAKE ST Local Roadway 2045 1 12 4 1350 30 20 1291 767 216 LAKE ST Local Roadway 2611 1 12 4 1350 30 20 1292 767 769 CHURCH ST Collector 3547 1 12 4 1700 45 20 1293 768 665 CALIFORNIA RD Collector 7935 1 10 0 1700 60 20 1294 769 768 CALIFORNIA RD Collector 4384 1 12 0 1700 55 20 1295 770 199 SAWYER RD Local Roadway 2374 2 12 4 1750 35 19 1296 770 203 SAWYER RD Collector 6242 1 12 0 1700 55 20 1297 771 255 W ELM VALLEY RD Collector 1844 1 10 0 1575 35 25 1298 771 256 W ELM VALLEY RD Collector 2092 1 10 0 1700 55 25 1299 772 294 DRIVEWAY Local Roadway 368 1 12 4 1750 25 6 1300 774 180 RED ARROW HWY Minor Arterial 1440 2 10 2 1900 60 15 1301 774 190 RED ARROW HWY MinorArterial 1222 2 10 2 1900 60 15 1302 775 774 DRIVEWAY Local Roadway 2857 1 12 4 1350 30 15 1303 776 238 TOWN LINE AVE Collector 2755 1 12 0 1575 35 24 1304 777 116 1-196 Freeway 1200 2 12 10 2250 70 2 1305 777 377 1-196 Freeway 1189 2 12 10 2250 70 2 Donald C.Cook Nuclear Plant K-89 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

1-196 OFF-RAMP TO RED 1306 777 778 ARROW HWY Freeway Ramp 1212 1 12 4 1700 45 2 1-196 OFF-RAMP TO RED 1307 778 376 ARROW HWY Freeway Ramp 587 1 12 4 1700 45 2 1308 779 261 US-12 Minor Arterial 1691 2 12 10 1900 60 34 1309 780 591 S MARTIN RD Collector 4996 1 12 4 1700 40 31 1310 781 617 W GLENDORA RD Collector 5230 1 12 4 1700 50 27 1311 782 315 E GLENDORA RD Collector 9054 1 12 4 1700 55 27 1312 783 490 HIPS HOLLOW RD Collector 1894 1 12 4 1700 40 17 1313 784 489 HILLANDALE RD Collector 2247 1 12 4 1700 40 17 1314 785 488 HILLANDALE RD Collector 1032 1 12 4 1700 40 17 1315 786 628 MADRON LAKE RD Collector 2900 1 12 4 1700 40 27 1316 787 622 E WAGNER RD Collector 782 1 12 4 1700 40 27 1317 788 789 E SNOW RD Collector 2460 1 12 4 1700 40 21 1318 789 559 E SNOW RD Collector 4356 1 12 4 1700 40 21 1319 790 445 SNOW RD Collector 1045 2 12 4 1700 55 22 1320 790 791 SNOW RD Collector 673 1 12 4 1700 55 22 1321 791 244 SNOW RD Collector 4397 1 12 4 1750 55 22 1322 791 790 SNOW RD Collector 673 1 12 4 1700 55 22 1323 792 741 E SHAWNEE RD Collector 5198 1 12 2 1700 60 21 1324 793 766 E MAIN ST Local Roadway 1894 1 12 8 1350 30 18 1325 794 405 BROAD ST Collector 1011 1 12 4 1750 40 6 1326 795 471 N CRYSTAL AVE Collector 538 1 12 4 1700 40 5 1327 795 823 HIGHLAND AVE Collector 2607 1 12 0 1700 50 8 1328 796 370 TERRITORIAL RD Collector 1628 1 12 4 1700 40 5 1329 797 798 THORNTON DR Collector 4322 1 10 0 1700 45 15 1330 798 799 THORNTON DR Collector 4356 1 10 0 1700 45 15 Donald C. Cook Nuclear Plant K-90 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

1331 799 800 THORNTON DR Collector 913 1 10 0 1700 45 15 1332 800 213 GRAND MERE RD Collector 286 1 12 4 1700 40 15 1333 802 208 CLEVELAND AVE Collector 5249 1 12 4 1750 50 16 1334 802 210 CLEVELAND AVE Collector 5385 1 12 4 1750 60 16 1335 803 368 E EMPIRE AVE Collector 317 1 12 4 1750 40 7 1336 804 343 PORT ST Minor Arterial 495 1 12 4 1750 35 6 1337 805 804 WATER ST Minor Arterial 315 1 12 4 1575 35 6 1338 806 805 VINE ST Minor Arterial 999 1 12 4 1575 35 6 1339 807 806 SILVER BEACH DRIVEWAY Minor Arterial 834 1 12 4 1575 35 6 1340 808 809 PARK ST Minor Arterial 681 1 12 4 1575 35 6 1341 809 810 LAKE BLVD Minor Arterial 1456 1 12 4 1575 35 6 1342 810 391 BROAD ST Minor Arterial 589 1 12 4 1750 35 6 1343 810 804 LAKE BLVD Minor Arterial 999 1 12 4 1575 35 6 1344 811 832 EDGEWATER DR Collector 895 1 12 4 1575 35 4 1345 812 811 EDGEWATER DR Collector 3486 1 12 4 1575 35 4 1346 813 851 E EMPIRE AVE Collector 5358 1 12 4 1700 60 9 1347 814 127 US-31 Freeway 1054 2 12 10 2250 75 35 1348 816 109 1-196 Freeway 547 4 12 10 2250 70 8 1349 816 690 1-196 Freeway 1358 2 12 10 2250 70 8 1350 818 321 E 4TH ST Collector 539 1 12 4 1750 40 28 1351 819 92 SR 63 Collector 1000 1 12 4 1700 40 12 1352 819 94 SR 139 Minor Arterial 492 2 12 4 1750 55 12 1353 819 643 SR 139 Collector 240 1 12 4 1700 55 12 1354 820 822 N BENTON CENTER RD Collector 2636 1 10 2 1700 55 8 1355 820 863 E BRITAIN AVE Collector 5318 1 12 0 1700 50 8 1356 821 257 GARDNER RD Collector 5156 1 12 0 1700 50 33 Donald C. Cook Nuclear Plant K-91 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

1357 822 654 N BENTON CENTER RD Collector 3365 1 10 2 1700 55 8 1358 822 865 HIGHLAND Collector 7874 1 12 0 1700 50 8 1359 823 653 N EUCLID AVE Collector 2682 1 12 0 1700 50 8 1360 823 822 HIGHLAND AVE Collector 7967 1 12 0 1700 50 8 1361 824 710 ENTERPRISE WAY Collector 291 1 12 0 1700 50 5 1362 824 875 ENTERPRISE WAY Collector 4309 1 12 0 1575 35 5 1363 825 547 COLLINS AVE Collector 2548 1 12 0 1700 40 5 1364 825 824 N SHORE DR Collector 1587 1 12 0 1700 50 5 1365 826 353 SR 139 Major Arterial 622 3 12 4 1900 40 5 1366 826 795 HIGHLAND AVE Collector 4603 1 12 0 1700 50 5 1367 827 338 SR 63 Minor Arterial 634 2 12 4 1750 35 6 1368 827 650 VAN BRUNT AVE Collector 1340 1 12 0 1700 40 6 1369 827 828 SR 63 Minor Arterial 930 2 12 4 1750 40 6 1370 828 462 SR 63 Minor Arterial 1672 2 12 4 1750 40 6 1371 828 827 SR 63 Minor Arterial 930 2 12 4 1750 40 6 1372 829 429 S STATE ST Collector 1884 1 12 4 1575 35 6 1373 829 828 BOTHAM AVE Collector 666 1 12 0 1750 35 6 1374 830 343 SR 63 Minor Arterial 323 2 12 4 1750 45 6 1375 830 348 N WAYNE ST Major Arterial 1202 3 12 4 1900 40 6 1376 831 390 W MAIN ST Collector 2671 1 12 4 1750 40 4 W MAIN ST ROUNDABOUT TO 1377 831 832 EDGEWATER DR Collector 140 1 14 0 900 20 4 EDGEWATER DR ROUNDABOUT 1378 832 833 TO W MAIN ST Collector 126 1 14 0 900 20 4 W MAIN ST ROUNDABOUT TO 1379 833 349 RIVERVIEW DR Collector 135 1 14 0 900 20 4 1380 834 833 W MAIN ST Collector 722 1 12 4 1700 40 4 Donald C. Cook Nuclear Plant K-92 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

1381 835 841 MARKET ST Collector 583 1 12 4 1750 40 5 1382 835 842 PIPESTONE ST Collector 576 1 12 4 1750 35 5 1383 836 835 MARKET ST Collector 1025 1 12 4 1700 40 5 1384 836 843 COLFAX AVE Collector 1049 1 12 4 1750 40 5 5TH ST ROUNDABOUT TO W 1385 837 839 MAIN ST Collector 170 1 12 4 900 20 5 1386 837 841 5TH ST Collector 206 1 12 4 1750 40 5 W MAIN ST ROUNDABOUT TO 1387 838 837 5TH ST Collector 173 1 12 4 900 20 5 1388 839 340 W MAIN ST Collector 1437 1 12 4 1750 40 5 W MAIN ST ROUNDABOUT TO 1389 839 712 5TH ST Collector 167 1 12 4 900 20 5 1390 840 836 MARKET ST Collector 289 1 12 4 1700 40 7 1391 841 837 5TH ST Collector 200 1 12 4 1700 40 5 1392 841 844 HIGHLAND AVE Collector 1527 1 12 0 1700 40 5 1393 842 336 PIPESTONE ST Collector 303 1 12 4 1750 35 5 1394 842 841 E WALL ST Collector 500 1 12 4 1750 40 5 1395 843 390 COLFAX AVE Collector 252 1 12 4 1750 40 5 1396 843 842 E WALL ST Collector 469 1 12 4 1750 40 5 1397 844 340 PAW PAW AVE Collector 583 1 12 4 1750 40 5 1398 844 845 HIGHLAND AVE Collector 2831 1 12 0 1700 40 5 1399 845 394 SR 139 Major Arterial 2637 3 12 4 1750 40 7 1400 845 826 HIGHLAND AVE Collector 730 1 12 0 1700 40 5 1401 846 820 E BRITAIN AVE Collector 7896 1 12 0 1700 50 8 1402 846 823 S EUCLID AVE Collector 2728 1 12 0 1700 50 8 1403 847 848 S PARDEE RD Collector 2719 1 12 0 1700 55 26 1404 848 333 S PARDEE RD Collector 5238 1 12 0 1700 55 26 Donald C. Cook Nuclear Plant K-93 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

0 1405 849 249 S PARDEE RD Collector 10603 1 12 0 1700 60 32 1406 850 854 STATE HWY 140 Collector 3687 1 12 10 1700 55 9 1407 850 855 TERRITORIAL RD Collector 1141 1 12 4 1700 50 9 1408 851 852 E EMPIRE AVE Collector 5195 1 12 4 1700 60 9 1409 852 850 STATE HWY 140 Collector 982 1 12 10 1700 55 9 1410 852 856 STATE HWY 140 Collector 2662 1 12 0 1700 55 9 1411 853 850 TERRITORIAL RD Collector 13328 1 12 4 1700 50 9 1412 854 872 STATE HWY 140 Collector 4248 1 12 10 1700 55 9 1413 856 852 STATE HWY 140 Collector 2662 1 12 10 1700 55 9 1414 856 859 E NAPIER AVE Collector 1434 1 11 0 1700 55 9 1415 857 856 STATE HWY 140 Collector 1034 1 12 10 1700 55 9 1416 861 494 STATE HWY 140 Collector 2844 1 12 10 1700 55 18 1417 861 573 STATE HWY 140 Collector 18401 1 12 10 1700 55 18 1418 862 869 TERRITORIAL RD Collector 378 1 12 4 1700 50 8 1419 863 864 E BRITAIN AVE Collector 2557 1 12 0 1700 50 8 1420 864 865 PAUL AVE Collector 2559 1 12 0 1700 50 8 1421 864 870 E BRITAIN AVE Collector 7917 1 12 0 1700 50 8 1422 865 866 HIGHLAND AVE Collector 819 1 12 0 1575 35 8 1423 866 867 N HIGHLAND AVE Collector 1540 1 12 0 1575 35 8 1424 867 862 N HIGHLAND AVE Collector 1482 1 12 0 1575 35 8 1425 868 871 N BRANCH RD Collector 3971 1 12 0 1700 50 9 1426 869 657 TERRITORIAL RD Collector 5697 1 12 4 1700 50 8 1427 869 868 N BRANCH RD Collector 6746 1 12 0 1700 40 8 1428 870 657 S PARK RD Collector 3427 1 12 0 1700 45 9 1429 871 872 N BRANCH RD Collector 12405 1 12 0 1700 50 9 1430 872 873 STATE HWY 140 Collector 889 1 12 10 1700 55 9 Donald C. Cook Nuclear Plant K-94 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

1431 872 874 N BRANCH RD Collector 1062 1 12 0 1575 35 9 1432 875 548 PAW PAW AVE Collector 2158 1 12 4 1700 50 5 1433 8003 3 1-94 Freeway 940 3 12 10 2250 70 30 1434 8062 62 1-94 Freeway Ramp 1009 2 12 10 2250 70 8 1435 3 8003 1-94 Freeway 940 3 12 10 2250 70 30 1436 62 8062 1-94 Minor Arterial 1009 2 12 10 2250 70 8 1437 465 8033 US-12 Minor Arterial 1061 2 10 2 1900 40 30 1438 551 8089 RIVERSIDE RD Collector 2628 1 12 4 1700 55 2 1439 594 8059 CLEVELAND AVE Collector 1163 1 12 4 1700 40 32 1440 600 8035 LA PORT RD Minor Arterial 478 2 12 4 1900 40 30 1441 605 8015 US-12 Minor Arterial 1215 2 12 4 1900 40 35 1442 646 8025 SR 139 Collector 1385 1 12 8 1700 40 29 1443 116 8116 1-196 Minor Arterial 2261 2 12 10 2250 70 2 1444 251 8014 WITT RD Collector 1533 1 12 4 1700 40 31 1445 814 8016 US-31 Freeway 1215 2 12 10 2250 75 35 1446 815 8023 SR 140 Collector 807 1 12 4 1700 60 23 1447 855 8099 TERRITORIAL RD Collector 1226 1 12 4 1700 50 9 1448 859 8026 E NAPIER AVE Collector 1102 1 11 0 1700 55 9 1449 860 8066 E MAIN ST Collector 3129 1 12 4 1700 40 18 1450 873 8055 STATE HWY 140 Collector 803 1 12 10 1700 55 9 1451 874 8868 N BRANCH RD Collector 745 1 12 0 1575 35 9 1452 355 8024 SR 63 Collector 2188 1 12 10 1700 65 1 1453 689 8689 RED ARROW HWY Collector 238 1 12 4 1700 40 2 Donald C. Cook Nuclear Plant K-95 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

Table K-2. Nodes in the Link-Node Analysis Network which are Controlled

.Gri X Coriae YCodnt oto a 2 12567056 232546 Stop 5 17 12478166 109714 Stop 30 Traffic Control 21 12483975 117935 Point 30 23 12485976 117863 Stop 30 47 12559980 205553 Stop 12 49 12569969 189135 Stop 17 Traffic Control 50 12572668 183742 Point 17 51 12576169 176138 Yield 17 52 12581831 172605 Actuated 17 69 12555812 210353 Stop 12 73 12555080 211151 Stop 12 81 12561482 216302 Actuated 12 84 12561438 214700 Actuated 12 89 12561427 213669 Stop 12 91 12562038 213882 Yield 12 92 12560689 205204 Stop 12 94 12561542 205159 Actuated 12 97 12576507 176043 Stop 17 98 12577866 175149 Stop 17 129 12585617 170507 Stop 22 130 12587039 169086 Actuated 22 132 12590132 169275 Stop 22 146 12493601 128237 Stop 24 147 12495480 128147 Stop 24 156 12579373 221552 Actuated 8 160 12582714 221951 Stop 8 163 12569456 222056 Actuated 8 164 12539945 201520 Stop 11 165 12539958 200537 Stop 11 174 12540063 205549 Actuated 11 176 12523688 165224 Stop 20 177 12523106 164161 Stop 20 Traffic Control 194 12535906 195120 Point 11 95 12538264 195081 Stop 11 12514260 148705 Stop 19 Donald C. Cook Nuclear Plant K-96 KLD Engineering, P.C.

Evacuation Time Estimate Rev. I

S.

Grid 12151 X1991 iat 1486381at St ntop Map_

202 12512401 148745 Actuated 19 208 12545040 194896 Actuated 16 Traffic Control 210 12544880 184262 Point 16 211 12547765 194870 Stop 16 212 12535160 193830 Stop 15 213 12534125 193826 Yield 15 219 12544471 168844 Stop 21 Traffic Control 223 12525768 169357 Point 20 224 12544122 147732 Stop 26 228 12533552 148105 Stop 20 229 12533444 144645 Stop 26 Traffic Control 238 12489521 128361 Point 24 240 12481409 118454 Actuated 30 244 12585589 167922 Actuated 22 Traffic Control 247 12511925 127589 Point 25 248 12511574 117161 Actuated 31 249 12532645 116292 Stop 32 Traffic Control 250 12541954 116043 Point 32 Traffic Control 261 12590876 117434 Point 34 Traffic Control 262 12592674 117406 Point 35 269 12545163 200128 Stop 12 271 12545329 205442 Stop 12 272 12550535 200046 Stop 12 274 12539660 200353 Actuated 11 275 12539803 200082 Stop 11 276 12561357 199992 Stop 12 277 12561552 220924 Actuated 7 280 12568527 222118 Actuated 8 284 12560233 220987 Actuated 7 285 12556317 221088 Actuated 7 286 12556297 218452 Stop 12 287 12562168 224716 Traffic Control 7 Donald C. Cook Nuclear Plant K-97 KILD Engineering, P.C.

Evacuation Time Estimate Rev. 1

I Grid XOCoriae Y oriae otoa Point 289 12562270 226262 Actuated 7 Traffic Control 290 12565297 221892 Point 7 291 12563838 221103 Actuated 7 294 12552478 221227 Actuated 6 295 12566140 220675 Actuated 7 297 12566244 219638 Actuated 7 299 12566723 218679 Actuated 12 300 12566810 218457 Stop 12 302 12566746 217233 Actuated 12 Traffic Control 303 12566686 214243 Point 12 305 12569456 218062 Stop 13 310 12561509 218317 Actuated 12 317 12579875 127096 Stop 28 318 12580643 125753 Actuated 28 319 12579850 125771 Actuated 28 321 12580668 127091 Actuated 28 323 12570773 131360 Stop 28 Traffic Control 325 12591417 135129 Point 28 Traffic Control 326 12592763 136108 Point 29 332 12543661 131834 Stop 26 333 12533017 132223 Stop 26 334 12512126 132848 Stop 25 335 12556386 225096 Actuated 7 336 12556685 231672 Actuated 5 337 12548450 227093 Actuated 6 338 12548399 222565 Pretimed 6 340 12558816 232239 Actuated 5 343 12550155 229784 Actuated 6 344 12550074 222520 Actuated 6 346 12550855 215547 Actuated 12 347 12550723 208000 Stop 12 348 12551155 229234 Stop 6 349 12553693 230686 Yield 4 350 12566923 226063 Stop 7 Donald C. Cook Nuclear Plant K-98 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

9O* @Grid

XS Coriae Y oriae oto a 352 12554453 225159 1 Stop 6 365 12545565 221696 Stop 6 366 12545510 218702 Actuated 6 368 12560628 226272 Actuated 7 369 12562409 233201 Stop 5 372 12567046 233908 Stop 5 374 12577813 241913 Stop 8 376 12580005 243066 Stop 2 380 12570451 212909 Stop 13 381 12573213 211661 Stop 13 383 12576887 208858 Stop 13 Traffic Control 385 12560338 224980 Point 7 386 12556386 226406 Actuated 7 387 12556441 229000 Stop 7 388 12567006 228754 Stop 7 389 12558870 228936 Pretimed 7 390 12556330 231571 Actuated 5 391 12549583 228932 Actuated 6 392 12566904 222149 Actuated 7 393 12562202 228890 Stop 7 394 12561655 228917 Pretimed 7 Traffic Control 395 12561742 232165 Point 5 396 12555023 226438 Stop 6 397 12553882 226470 Yield 6 398 12554104 229026 Stop 6 399 12557720 228963 Actuated 7 401 12557686 226375 Actuated 7 402 12557686 225064 Actuated 7 403 12557581 221065 Stop 7 405 12550541 228320 Actuated 6 406 12558816 232666 Stop 5 407 12556703 232017 Stop 5 408 12557738 230369 Actuated 7 416 12577502 188865 Stop 17 417 12581997 188771 Stop 17 419 12582353 204601 Stop 13 421 12579289 204635 Stop 13 Donald C. Cook Nuclear Plant K-99 KILD Engineering, P.C.

Evacuation Time Estimate Rev. 1

605 556

Grid.

X5 Coriae Y oriae*otoa 426 12551867 229772 Stop 6 427 12547728 226326 Stop 6 430 12548454 222902 Stop 6 436 12547052 225750 Pretimed 6 438 12540132 208214 Actuated 10 Traffic Control 439 12545442 208048 Point 12 440 12545548 215974 Stop 12 445 12581141 163763 Stop 22 446 12580033 162772 Stop 22 449 12576122 168138 Stop 22 450 12575904 160325 Stop 22 454 12550678 205300 Stop 12 456 12556008 207887 Stop 12 457 12555970 205257 Stop 12 459 12557729 208155 Stop 12 460 12556035 210032 Actuated 12 461 12548164 218658 Actuated 12 462 12548300 219332 Actuated 6 464 12475143 116367 Actuated 30 472 12569736 236572 Stop 8 478 12571332 117847 Stop 34 491 12594908 180801 Stop 18 492 12595005 183137 Stop 18 493 12602979 182799 Stop 18 494 12607443 182612 Stop 18 504 12603738 163239 Stop 23 507 12579693 188816 Stop 17 508 12581033 188842 Stop 17 511 12550425 194821 Stop 16 Traffic Control 512 12555647 194764 Point 16 513 12561276 194648 Stop 16 514 12566973 194532 Stop 16 515 12550178 184270 Stop 16 Traffic Control 516 12555436 184146 Point 16 517 12561095 184108 Stop 16 521 12547854 200131 Stop 12 Donald C. Cook Nuclear Plant K-100 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

.. 59Grid S XS Coriae Y oriae*otoa 522 12548003 205394 Stop 12 531 12552024 232758 Stop 4 533 12553211 234317 Actuated 4 543 12556963 234036 Stop 5 544 12557121 232845 Stop 5 547 12559204 237603 Stop 5 549 12568093 246483 Stop 2 550 12562003 246638 Stop 1 552 12562012 247348 Stop 1 553 12574722 217905 Stop 13 561 12550958 169295 Stop 21 562 12547044 174011 Stop 16 566 12543646 184365 Stop 15 568 12582649 217695 Stop 13 569 12582800 225592 Stop 8 571 12593256 225448 Stop 9 572 12577445 225788 Stop 8 573 12608742 203720 Stop 14 574 12574413 178865 Stop 17 575 12555252 178301 Stop 16 578 12549924 178151 Stop 16 581 12544634 174109 Stop 16 589 12580027 221618 Stop 8 613 12579717 139029 Stop 28 617 12554492 147437 Stop 27 634 12525258 132502 Stop 26 635 12528774 143952 Stop 26 638 12531575 181675 Actuated 15 643 12561585 204433 Stop 12 648 12555543 189526 Stop 16 649 12561192 189307 Stop 16 651 12561731 232833 Stop 5 653 12569729 234067 Stop 8 654 12577704 234499 Stop 8 657 12593318 231551 Stop 9 661 12512789 149324 Stop 19 Traffic Control 664 12516333 153842 Point 19 Donald C. Cook Nuclear Plant K-101 KILD Engineering, P.C.

Evacuation Time Estimate Rev. 1

Gri Corint*

X Y Corint0 Cotoa Nod (f )Tye N m 0)(e 665 12528380 153352 Stop 20 666 12528266 148304 Stop 20 Traffic Control 668 12544165 152837 Point 20 679 12507226 143949 Stop 25 681 12506560 143685 Stop 25 685 12478759 108475 Stop 30 691 12581293 243550 Stop 2 704 12516828 154471 Stop 19 710 12556532 239400 Stop 5 711 12557221 232202 Actuated 5 712 12557289 231928 Yield 5 722 12564060 199878 Stop 12 729 12539962 201869 Actuated 11 736 12555176 173808 Stop 16 740 12551349 168653 Stop 21 742 12550746 208860 Stop 12 753 12593210 222728 Stop 9 767 12528708 169213 Stop 20 774 12528165 172480 Stop 15 795 12567033 231337 Stop 5 800 12533839 193832 Stop 15 803 12560311 226279 Stop 7 818 12580129 127082 Stop 28 819 12561530 204667 Stop 12 820 12577499 228502 Stop 8 821 12548623 121093 Stop 33 822 12577602 231136 Stop 8 823 12569639 231386 Stop 8 824 12556786 239258 Stop 5 826 12562434 231524 Stop 5 828 12548331 221004 Actuated 6 832 12553645 230851 Yield 4 833 12553575 230749 Yield 4 835 12557193 230955 Actuated 5 836 12556423 230279 Actuated 7 837 12557338 231720 Yield 5 838 12557194 231803 Yield 5 Donald C. Cook Nuclear Plant K-102 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

I** S. Grid XSoriae oriae oto a 841 12557356 231515 Actuated 5 842 12556864 231428 Actuated 5 845 12561705 231553 Stop 5 849 12532870 126892 Stop 26 850 12609274 230242 Stop 9 851 12603944 225071 Stop 9 852 12609138 224957 Stop 9 856 12609130 222295 Stop 9 857 12609043 216958 Stop 14 862 12587511 233329 Stop 8 863 12582812 228274 Stop 8 865 12585470 230831 Stop 8 868 12593341 237084 Stop 9 870 12593285 228124 Stop 9 871 12596985 238663 Stop 9 872 12609380 238176 Stop 9 875 12560998 239915 Stop 5 Coordinates are in the North American Datum of 1983 State Plane Zone Michigan South Donald C. Cook Nuclear Plant K-103 KILD Engineering, P.C.

Evacuation Time Estimate Rev. 1

APPENDIX L Protective Action Area Boundaries

L. PROTECTIVE ACTION AREA BOUNDARIES PAA 1 County: Berrien Defined as the area within the following boundary: The area containing the western portion of Jericho and the northern portion of Bridgman. It is bounded by the Grand Mere State Park driveway extended to the north, Jericho Rd/Date Rd to the east, W. Shawnee Road/Lake Street to the south, and Lake Michigan to the west.

PAA 2 County: Berrien Defined as the area within the following boundary: The area containing portions of Lincoln Charter Township, Stevensville Village, and Glen Lord. It is bounded by Maiden Lane to the north, Totzke Road extended to the west, Linco Road to the south, Jericho Road and the Grand Mere State Park driveway extended to the southeast, and Lake Michigan to the West.

PAA 3 County: Berrien Defined as the area within the following boundary: The area containing portions of Lake Charter Township and Baroda Village. It is bounded by Linco Road to the north, Hollywood Rd extended and Hartline Rd extended to the east, Browntown Road extended to the south, Lake Michigan to the West, and W Shawnee Road/Lake Street to the northeast.

PAA 4 County: Berrien Defined as the area within the following boundary: The area contacting portions of St. Joseph Township, Royalton Township, St. Joseph City, Fair Plain, and Shoreham. The area is bounded by Broad Street, Ann Street, W Empire Avenue/E Empire Avenue to the north, Pipestone Road to the northeast, Hillandale Road to the east, St. Joseph River and Linco Road to the south, Totzke Road extended and Maiden Lane to the southwest, and Lake Michigan to the west.

PAA 5 County: Berrien Defined as the area within the following boundary: The portions of Chikaming and Oronoko Charter Townships including Berrien Springs, Shorewood-Tower Hills-Harbert, Lakeside, New Troy, Glendora, and Hinchman. It is bounded by Linco Road to the north, St. Joseph River to the east, Little Glendora Road/Garr Rd/E Glendora Road/Burgoyne Road/Madron Lake Road/Coveney Road/E Wagner Road/Able Road/Boyle Lake Road to the southeast, E Elm Valley Road/W Elm Valley Road/Union Pier Road/Town Line Avenue to the south, Lake Michigan to the west, and Browntown Road and Hollywood Rd extended and Hartline Rd extended to the northwest.

Donald C. Cook Nuclear Plant L-1 KILD 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 ETE to changes in some base evacuation conditions and assumptions.

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 Evcato Tim Esimt fo nir Tri Geeato Peio 0010ecntl Pretl 2 Hours 30 Minutes 1 2:15 1 3:00 3 Hours 30 Minutes 2:25 3:50 4 Hours 30 Minutes (Base) 2:25 4:45 The 9 0 th percentile ETE is relatively insensitive to truncating the tail of the mobilization time distribution. The 1 0 0 th percentile ETE, however, is sensitive to trip generation time. Reducing the trip generation time by 1 hour1.157407e-5 days 2.777778e-4 hours 1.653439e-6 weeks 3.805e-7 months reduces the 1 0 0 th percentile ETE by 55 minutes. Reducing the trip generation time an additional hour results in an additional 50 minute decrease in ETE.

Congestion during a winter scenario persists within the EPZ for about 3 hours3.472222e-5 days 8.333333e-4 hours 4.960317e-6 weeks 1.1415e-6 months after the Advisory to Evacuate. Compressing trip generation time to 2:30 causes a significant decrease in ETE due to the lack of traffic congestion within the EPZ.

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 100t, percentile. The results also justify the guidance to employ the [stable] g0th percentile ETE for protective action recommendation (PAR) decision-making.

Donald C. Cook Nuclear Plant M-1 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 Section 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 9 0 th and 1 0 0 th percentile ETE are not impacted by shadow evacuation. Note, the telephone survey results presented in Appendix F indicate that 13% of households would evacuate if they were advised to shelter, which is significantly less than the 20% non-compliance factor recommended in NUREG/CR-7002.

Table M-2. Evacuation Time Estimates for Shadow Sensitivity Study 0% 0 2:25 4:45 13% 2,731 2:25 4:45 20% (Base) 4,201 2:25 4:45 60% 12,604 2:25 4:45 Donald C. Cook 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 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 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 to be considered in this sensitivity study (Scenario 1).

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 5.555556e-4 hours 3.306878e-6 weeks 7.61e-7 months ; thus, 25 percent of the base ETE is always greater than 30 minutes. Therefore, 30 minutes is the lesser and is the criterion for updating.

The ETE values for the 90th percentile and the 100th percentile are relatively insensitive to changes in population between +30%, changing only 15 minutes at most at the 9 0 th Percentile.

None of the population changes considered cause ETE changes which meet the criteria for updating ETE between decennial Censuses.

Donald C. Cook Nuclear Plant M-3 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

Table M-3. ETE Variation with Population Change Regioent Base 1% 2% 3% Base -0 2% -0 Population Change Population Change Region Base Base 10% 20% 1 30% -10% -20% -30%

2-MILE 2:05 2:05 2:05 2:05 2:05 2:00 2:00 2:00 5-MILE 2:10 2:10 2:10 2:10 2:10 2:10 2:10 2:10 FULL EPZ 2:25 2:30 2:35 2:40 2:25 2:20 2:15 2:15 Region Base Population Change Base Population Change 10% 20% 30% -10% -20% -30%

2-MILE 4:30 4:35 4:35 4:35 4:30 4:30 4:30 4:30 5-MILE 4:35 4:35 4:35 4:40 4:35 4:35 4:35 4:35 FULL EPZ 4:45 4:50 4:50 4:50 4:45 4:45 4:45 4:45 Donald C. Cook Nuclear Plant M-4 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

M.4 Snow Road Closure Sensitive Analysis A sensitivity study was conducted to determine the effect on ETE from closing 1-94 Eastbound between exits 23 and 28 during a winter snow scenario. The Berrien county police department identified these particular conditions as a time when several severe road-closing accidents occur. Table M-4 compares the times for a Winter Midweek Snow Scenario (Scenario 8) with I-94 open and with all three lanes on 1-94 closed. The maximum time difference for the 9 0 th percentile ETE is 1 hour1.157407e-5 days 2.777778e-4 hours 1.653439e-6 weeks 3.805e-7 months and 25 minutes, a 50% time increase, which occurs in Regions R03 and R07. Both of these Regions include PAA 4, the PAA with the highest permanent resident population as well as the location of the road closure. The 100th percentile ETE does not experience as much of an effect, but still increases by as much as 30 minutes.

Table M-4. Snow Road Closure Sensitivity Analysis 1-9 1-9 Difrnc -

4 1-4 Difrec Entire 2-Mile Region, 5-Mile Region, and EPZ R01 2:10 2:20 0:10 5:00 5:05 0:05 R02 2:35 3:05 0:30 5:05 5:05 0:00 R03 2:50 4:15 1:25 5:15 5:45 0:30 2-Mile Ring and Keyhole to 5 Miles R04 2:15 2:30 0:15 5:05 5:05 0:00 ROS 2:30 3:05 0:35 5:05 5:05 0:00 5-Mile Ring and Keyhole to EPZ Boundary R06 2:45 3:10 0:25 5:10 5:10 0:00 R07 2:50 4:15 1:25 5:15 5:40 0:25 Staged Evacuation Mile Ring and Keyhole to 5 Miles R08 2:35 2:35 0:00 5:05 5:05 0:00 R09 2:45 3:25 0:40 5:05 5:05 0:00 RiO 2:45 3:20 0:35 5:05 5:05 0:00 Donald C. Cook Nuclear Plant M-5 KID Engineering, P.C.

Evacuation Time Estimate Rev. 1

APPENDIX N ETE Criteria Checklist

N. ETE CRITERIA CHECKLIST Table N-1. ETE Review Criteria Checklist R Reie Crtei Crtro Addese Coment 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 identities primary teatures 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 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 Donald C. Cook Nuclear Plant N-1 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

NR Reie Crtei Crteio Addese Commens

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 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 T Yes Sections 5.4.2, 7.2 development of a staged evacuation. [ 3 1.4 Evacuation Planning Areas

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

b. A table should be provided identifying the ERPAs Yes Table 6-1 considered for each ETE calculation by downwind direction in each sector.

Donald C. Cook Nuclear Plant N-2 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

NR Review Criteria CriterionAdesdCm et

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, 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 1 and 2 Yes 1.87 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 KLD Engineering, P.C.

Donald C. Cook Nuclear Plant N-3 N-3 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

.R Reie Crtei Crteio Addese Comment 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 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 Sections 8.1, 8.4, Table 8-5 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.

Donald C. Cook Nuclear Plant N-4 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

.R Reie Crtei Crteio Addese Comment in EE 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 3.6, 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 8.5 - special needs registration programs were used in developing the estimate.

g. A summary table of the total number of buses, Yes Section 8.4 ambulances, or other transport needed to support Table 8-5 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 Tables 8-2, 8 population data facility population.

b. A discussion should be provided on how special facility Yes Sections 8.2, 8.3 data was obtained.

KLD Engineering, P.C.

Donald C. Cook Nuclear Plant N-5 N-5 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

0

. Reie Crtei Crtro Addesse Comments inE Aa lyi C. The number of wheelchair and bed-bound individuals Yes Tables 8-4, E-2 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 8.4 medical support or security support for prisons, jails, and other correctional facilities) should be discussed when appropriate.

2.4 Schools

a. A list of schools including name, location, student Yes Tables 8-2, E-1 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 8.4 and Figure 8-1 discuss the potential for a multiple wave evacuation KLD Engineering, P.c.

Donald C. Cook Nuclear Plant N-6 N-6 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

NRC Review Criteria Criterion Addressed Comments I in ETE Analysis 2.5.1 Special Events

a. A complete list of special events should be provided and Yes Section 3.8 includes information on the population, estimated duration, and season of the event.

b. The special event that encompasses the peak transient Yes Section 3.8 population should be analyzed in the ETE.

c. The percent of permanent residents attending the event Yes Section 3.8 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

c. The loading of 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.

2.6 Summary of Demand Estimation

a. A summary table should be provided that identifies the Yes Tables 3-7, 3-8 total populations and total vehicles used in analysis for permanent residents, transients, transit dependent residents, special facilities, schools, shadow population, and pass-through demand used in each scenario.

Donald C. Cook Nuclear Plant N-7 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

NR Review Crieria CriterionAddesdCm et 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.

e. A legible map of the roadway system that identifies node Yes Appendix K,Figures K-1 through K-36 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.

Donald C. Cook Nuclear Plant N-8 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

NR Reie Crtei Crteio Addese Comments 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

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.

Donald C. Cook Nuclear Plant N-9 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

Reie Crtei Crtro Addese Coment

o. wnen teiepnone surveys are usea, Ineor tne scope Yes Appena x t-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

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.

KID Engineering, p.c.

Donald C. Cook Nuclear Plant N-b N-10 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

NRC Review Criteria Criterion Addressed Comments in ETE Analysis I

d. Effect of public transportation resources used during Yes The vehicle demand for special events special events where a large number of transients should includes the presence of transit buses as be expected should be considered. well as private autos. Transit utilization was modeled using a bus equivalency factor: I bus is equivalent to 2 vehicles.

See Table 6-4.

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 8.4 - page 8-7. Pre-established bus in the ETE analysis. If new plans should be developed with routes do not exist. Pickup points are the ETE, they have been agreed upon by the responsible identified in the county plans. These points authorities. were used to develop basic routes for the ETE analysis - see Figure 8-2, Table 8-10.

b. Discussion should be included on the means of evacuating Yes Section 8.5 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 8.4 dependent residents to prepare and travel to a bus pickup point, and describes the expected means of travel to the pickup point.

Donald C. Cook Nuclear Plant N-11 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

0 NRC Review Criteria Criterion Addressed Comments in ETE Analysis

f. The number of bus stops and time needed to load Yes Section 8.4, Table 8-20 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 8.5, Table 8-20 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, 8.5 return trips, if necessary. Figure 8-1 Tables 8-11 through 8-13, 8-20, 8-21 4.1.3 Special Facilities

a. Information on evacuation logistics and mobilization times Yes Section 8-4, Tables 8-6 through 8-9, 8-11 should be provided, through 8-16

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, 8-5 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 8-5 the evacuation can be completed in a single trip or if additional trips should be needed.

Donald C. Cook Nuclear Plant N-12 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

.R Reie Crtei Crteio Adde. e Coment

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 8-19.

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), 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 8-6 the evacuation can be completed in a single trip or if additional trips are needed.

Donald C. Cook Nuclear Plant N-13 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1 A

NRC Review Criteria Criterion Addressed Comments in ETE Analysis

e. If return trips are needed, the destination of school buses N/A 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 host should be provided on whether students are expected to schools where they will be picked up by pass through the reception center prior to being 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 reception 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. 4.0.0.0). 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 N/A 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.

Donald C. Cook Nuclear Plant N-14 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1 A

NR Reie Crtei Crtro Addrsse Comet 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.

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 for

3. Longest queue length for the 10 intersections with the each scenario considered).

highest traffic volume. 6. Table J-4. Network wide average speed

4. Total vehicles exiting the network. 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.

Donald C. Cook Nuclear Plant N-15 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

.R Reie Crtei Crtro Addesse Comment

c. Color coded roadway maps should be provided for various Yes Figures 7-3 through 7-8 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.

Donald C. Cook Nuclear Plant N-16 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

NR rieraCrteio Rviw Adrses Appendixs

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.

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. j 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 8.4 discusses a multi-wave return times for buses should be provided, evacuation procedure. Figure 8-1 Donald C. Cook Nuclear Plant N-17 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

. Reie

- Crtei Crtro Addrsse Com ent 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 KID Engineering, P.C.

Donald C. Cook Nuclear Plant N-18 N-18 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 1

AEP-NRC-2012-78, Final Report Kld TR-488, Revision 1, Development of Evacuation Time Estimates, Table K-1. Evacuation Roadway Network Characteristics

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AEP-NRC-2012-78, Final Report Kld TR-488, Revision 1, Development of Evacuation Time Estimates, Table K-1. Evacuation Roadway Network Characteristics

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