Text

Development of Evacuation Time Estimates, Appendix K, Evacuation Roadway Network, Page K-50 Through End
	ML13003A132
Person / Time
Site:	Susquehanna
Issue date:	11/30/2012
From:	; KLD Engineering, PC
To:	; Office of Nuclear Reactor Regulation, Susquehanna
References
	Download: ML13003A132 (105)
	v • d • e

0 Table K-1. Evacuation Roadway Network Characteristics 1 1 536 PLANT RD COLLECTOR 1067 1 12 4 1700 40 27 2 2 122 1-81 FREEWAY 1415 3 12 4 2250 65 11 3 2 124 ON RAMP SR 29 FREEWAY RAMP 657 1 12 4 1350 30 11 4 2 125 1-81 FREEWAY 1184 2 12 8 2250 65 11 5 3 39 1-81 FREEWAY 690 2 12 4 2250 60 30 6 3 44 1-81 FREEWAY 682 2 12 4 2250 60 30 7 4 7 1-80 FREEWAY 770 2 12 4 2250 70 20 8 4 641 1-80 FREEWAY 1578 2 12 4 2250 70 20 9 5 4 ON RAMP TO 1-80 FREEWAY RAMP 1575 1 12 4 1700 45 20 10 5 8 SR 487 MINOR ARTERIAL 436 1 12 4 1700 60 20 11 6 8 ON RAMP TO CR 487 FREEWAY RAMP 393 1 12 4 1350 30 20 12 7 4 1-80 FREEWAY 770 2 12 4 2250 70 20 13 7 6 ON RAMP TO CR 487 FREEWAY RAMP 582 1 12 4 1350 30 20 14 7 9 1-80 FREEWAY 557 2 12 4 2250 70 20 15 8 5 SR 487 MINOR ARTERIAL 436 1 12 4 1700 60 20 16 8 11 SR 487 MINOR ARTERIAL 628 2 12 4 1900 50 20 17 9 7 1-80 FREEWAY 557 2 12 4 2250 70 20 18 9 10 ON RAMP TO CR 487 FREEWAY RAMP 376 1 12 4 1350 30 20 19 9 13 1-80 FREEWAY 696 2 12 4 2250 70 20 20 10 11 ON RAMP TO CR 487 FREEWAY RAMP 601 1 12 4 1350 30 20 21 11 8 SR 487 MINOR ARTERIAL 628 1 12 4 1700 60 20 22 11 12 SR 487 MINOR ARTERIAL 186 1 12 4 1700 45 20 23 12 11 SR 487 MINOR ARTERIAL 186 1 12 4 1700 50 20 24 12 13 ON RAMP TO 1-80 FREEWAY RAMP 1441 1 12 4 1700 45 20 Susquehanna Steam Electric Station K-50 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

25 12 339 SR 487 MINOR ARTERIAL 391 1 12 4 1750 40 20 26 13 9 1-80 FREEWAY 696 2 12 4 2250 70 20 27 13 170 1-80 FREEWAY 3457 2 12 4 2250 70 21 28 14 15 1-80 FREEWAY 2211 2 12 4 2250 70 24 29 14 19 OFF RAMP 180 FREEWAY RAMP 1210 1 12 4 1750 40 24 30 14 64 1-80 FREEWAY 4774 2 12 4 2250 70 24 31 15 14 1-80 FREEWAY 2211 2 12 4 2250 70 24 32 15 20 ON RAMP I80 FREEWAY RAMP 1353 1 12 4 1750 40 24 33 15 158 1-80 FREEWAY 6888 2 12 8 2250 70 36 34 16 25 OFF RAMP TO SR 93 FREEWAY RAMP 1009 1 12 4 1750 45' 27 35 16 32 1-80 FREEWAY 631 2 12 8 2250 70 27 36 16 33 1-80 FREEWAY 4123 2 12 8 2250 70 27 37 17 165 1-80 FREEWAY 3227 2 12 8 2250 70 27 38 18 34 1-80 FREEWAY 3978 2 12 8 2250 70 27 39 19 15 ON RAMP 180 FREEWAY RAMP 1087 1 12 4 1700 45 24 40 19 20 SR 339 MINOR ARTERIAL 693 1 12 4 1750 50 24 41 20 14 ON RAMP I80 FREEWAY RAMP 955 1 12 -4 1700 45 24 42 21 106 SR 93 MINOR ARTERIAL 3557 2 12 4 1900 40 39 43 21 513 SR 93 MINOR ARTERIAL 2358 1 12 4 1700 40 38 44 22 162 1-80 FREEWAY 4234 2 12 8 2250 70 37 45 22 163 1-80 FREEWAY 1529 2 12 8 2250 60 37 46 23 162 1-80 FREEWAY 2642 2 12 8 2250 60 26 47 23 1149 1-80 FREEWAY 5559 2 12 8 2250 70 26 48 24 972 SR 339 MINOR ARTERIAL 4134 1 12 4 1700 50 35 49 25 26 SR 93 MINOR ARTERIAL 681 2 i2 4 1900 60 27 50 25 30 ON RAMP TO 1-80 FREEWAY RAMP 1664 1 12 4 1700 45 27 K-Si KLD Engineering, P.C.

Susquehanna Steam Electric Station K-51I KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

51 26 27 SR 93 MINOR ARTERIAL 721 2 12 4 1750 65 27 52 26 28 ON RAMP TO 1-80 FREEWAY RAMP 755 1 12 4 1350 30 27 53 26 31 ON RAMP TO 1-80 FREEWAY RAMP 799 1 12 4 1350 30 27 54 27 16 ON RAMP TO 1-80 FREEWAY RAMP 1688 1 12 4 1700 45 27 55 27 26 SR 93 MINOR ARTERIAL 721 2 12 4 1900 60 27 56 27 187 SR 93 MINOR ARTERIAL 2879 1 12 4 1700 60 27 57 28 29 ON RAMP TO 1-80 FREEWAY RAMP 503 1 12 4 1350 30 27 58 29 30 1-80 FREEWAY 748 2 12 8 2250 70 27 59 29 32 1-80 FREEWAY 1154 2 12 8 2250 70 27 60 30 27 OFF RAMP TO SR 93 FREEWAY RAMP 1357 1 12 4 1750 45 27 61 30 29 1-80 FREEWAY 748 2 12 8 2250 70 27 62 30 34 1-80 FREEWAY 4032 2 12 8 2250 70 27 63 31 32 ON RAMP TO 1-80 FREEWAY RAMP 423 1 12 4 1350 30 27 64 32 16 1-80 FREEWAY 631 2 12 8 2250 70 27 65 32 29 1-80 FREEWAY 1154 2 12 8 2250 70 27 66 33 16 1-80 FREEWAY 4123 2 12 8 2250 70 27 67 33 36 1-80 FREEWAY 10994 2 12 4 2250 70 30 68 34 17 1-80 FREEWAY 4318 2 12 8 2250 70 27 69 34 30 1-80 FREEWAY 4032 2 12 8 2250 70 27 70 35 41 US 11 MINOR ARTERIAL 1934 1 12 4 1700 50 34 71 35 783 US 11 MINOR ARTERIAL 2925 2 12 4 1900 45 34 72 36 33 1-80 FREEWAY 10994 2 12 4 2250 70 30 73 36 1152 1-80 FREEWAY 1662 2 12 4 2250 70 30 74 37 52 1-80 FREEWAY 1389 2 12 4 2250 70 30 75 38 37 ON RAMP TO 1-80 FREEWAY RAMP 582 1 12 4 1350 30 30 Susquehanna Steam Electric Station K-52 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

76 38 40 ON-RAMP TO 1-81 FREEWAY RAMP 779 1 12 4 1700 45 30 77 39 3 1-81 FREEWAY 690 2 12 4 2250 60 30 78 39 38 ON RAMP TO 1-80 FREEWAY RAMP 718 1 12 4 1350 30 30 79 39 40 1-81 FREEWAY 822 2 12 4 2250 60 30 80 39 53 ON-RAMP TO 1-80 FREEWAY RAMP 2053 1 12 4 1700 45 30 81 40 39 1-81 FREEWAY 822 2 12 4 2250 60 30 82 40 175 1-81 FREEWAY 5428 2 12 4 2250 70 30 83 41 35 US 11 MINOR ARTERIAL 1934 1 12 4 1700 45 34 84 42 43 ON.RAMP TO 1-81 FREEWAY RAMP 544 1 12 4 1350 130 30 85 42 1151 1-80 FREEWAY 833 2 12 4 2250 7'0 30 86 43 44 ON RAMP TO 1-81 FREEWAY RAMP 567 .1 12 4 1350 30 30 87 43 1151 ON-RAMP TO 1-80 FREEWAY RAMP 946 1 12 4 1700 45 30 88 44 3 1-81 FREEWAY- - 682 2 12 4 2250 60 30 89 44 46 1-81 FREEWAY 886 2 12 8 2250 60 30 90 45 767 SR 42 MINOR ARTERIAL 2811 1 12 4 1700 50 34 91 46 43 ON-RAMP TO 1-80 FREEWAY RAMP 1186 1 12 4 1700 45 30 92 46 44 1-81 FREEWAY 886 2 12 8 2250 60 30 93 46 47 ON RAMP TO 1-80 FREEWAY RAMP 545 1 12 4 1700 45 30 94 46 49 1-8i FREEWAY 1246 2 12 8 2250 60. 30 95 47 48 ON RAMP TO 1-80 FREEWAY RAMP 608 1 12 4 1700 45 30 96 48 42 1-80 FREEWAY 981 3 12 4 2250 .70.- 30

-97 49 46 1-8-1 FREEWAY . 1246 2 12 8 2250 60- 30 98 49 831 1-81 FREEWAY 2612 3 12 4 2250 70 29 99 50 49 ON-RAMP TO 1-81 FREEWAY RAMP 1004 2 12 4 1900 45 30 100 51 48 1-80 FREEWAY 1039 2 12 4 2250 70 30 Susquehanna Steam Electric Station K-53 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0 0

101 51 50 ON-RAMP TO 1-81 FREEWAY RAMP 561 1 12 4 1700 45 30 102 52 50 ON-RAMP TO 1-81 FREEWAY RAMP 1492 1 12 4 1700 45 30 103 52 53 1-80 FREEWAY 1015 2 12 4 2250 70 30 104 53 54 1-80 FREEWAY 3774 2 12 4 2250 70 31 105 54 51 1-80 FREEWAY 3299 2 12 4 2250 70 31 106 54 80 1-80 FREEWAY 4810 2 12 4 2250 70 31 107 55 66 US 11 MINOR ARTERIAL 926 2 12 4 1900 55 21 108 55 69 us 11 MINOR ARTERIAL 1354 1 12 4 1750 45 21 109 56 60 US 11 MINOR ARTERIAL 671 2 12 4 1900 45 21 110 56 70 us 11 MINOR ARTERIAL 1463 1 12 4 1700 55 24 111 57 55 US-11 MINOR ARTERIAL 1162 2 12 4 1900 45 21 112 58 343 US-11 MINOR ARTERIAL 850 2 12 4 1900 45 21 113 59 58 US-11 MINOR ARTERIAL 490 2 12 4 1900 45 21 114 59 62 ON-RAMP 1-80 FREEWAY RAMP 1259 1 12 4 1700 45 21 115 60 59 ON-RAMP 1-80 FREEWAY RAMP 1193 2 12 4 1900 45 21 116 61 57 OFF-RAMP 1-80 FREEWAY RAMP 1296 1 12 4 1700 45 21 117 61 62 1-80 FREEWAY 694 2 12 4 2250 70 21 118 61 168 1-80 FREEWAY 4127 2 12 8 2250 70 21 119 62 61 1-80 FREEWAY 694 2 12 4 2250 70 21 120 62 64 1-80 FREEWAY 1630 2 12 4 2250 70 21 121 62 68 OFF-RAMP 1-80 FREEWAY RAMP 1627 1 12 4 1700 40 21 122 63 76 us 11 MAJOR ARTERIAL 445 2 12 4 1900 55 21 123 64 14 1-80 FREEWAY 4774 2 12 4 2250 70 24 124 64 62 1-80 FREEWAY 1630 2 12 4 2250 70 21 125 64 65 OFF-RAMP 1-80 FREEWAY RAMP 338 1 12 4 1700 40 21 Susquehanna Steam Electric Station K-54 KILD Engineering, P.C.

Evacuation Time Estimate Rev. 0

126 65 58 1 OFF-RAMP 1-80 FREEWAY RAMP 611 1 12 4 1700 40 21 126 65 63 OFF-RAMP 1-80 FREEWAY RAMP 872 1 12 4 1350 40 21 128 66 67 ON-RAMP 1-80 FREEWAY RAMP 550 1 12 4 1575 35 21 129 66 68 US 11 MINOR ARTERIAL 1210 2 12 4 1900 55 21 130 67 64 ON-RAMP 1-80 FREEWAY RAMP 1066 1 12 4 1700 50 21 131 68 63 US 11 MINOR ARTERIAL 941 2 12 4 1900 55 21 132 69 55 US 11 MINOR ARTERIAL 1354 1 12 4 1700 40 21 133 69 197 US 11 MINOR ARTERIAL 2118 1 12 4 1750 45 21 134 70 56 US 11 MINOR ARTERIAL 1463 1 12 4 .1700 55 24 135 70 359 US 11 MINOR ARTERIAL 2153 1 12 4 1700 55 24 136 71 72 1-80 FREEWAY 2066 2 12 4 2250 70 32 137 71 75 OFF-RAMP 1-80 FREEWAY RAMP 1001 1 12 4 1750 40 31 138 _71 80. 1-80 FREEWAY 4303 2 12 4 2250 70 31 139 72 71 1-80 FREEWAY 2066 2 12 4 2250 70 32 140 72 73 OFF-RAMP 1-80 FREEWAY RAMP 1136 1 12 4 1750 30 32 141 72 79 1-80 FREEWAY 3892 2 12 8 2250 70 32 142 73 71 ON-RAMP 1-80 FREEWAY RAMP 976 1 12 4 1700 45 29 143 73 75 SR 309 MINOR ARTERIAL 445 2 12 4 1750 50 32 144 73 189 SR 309 MINOR ARTERIAL 3386 2 12 4 1900 50 29 145 74 773 SR 487 MINOR ARTERIAL 1397 1 12 4 1350 .. 30 34 146 74 967 SR 487 MINOR ARTERIAL 989 1 12 4 1750 40 34 147 -75 72 ON-RAMP 1-80 FREEWAY RAMP 1113 1 12 4 1700 45 32 -

148 75 73 SR 309 MINOR ARTERIAL 445 2 12 4 1750 50 32 149 76 56 US 11 MINOR ARTERIAL 699 2 12 4 1900 55 21 150 76 60 ON-RAMP 1-80 FREEWAY RAMP 269 1 12 4 1575 35 21 Susquehanna Steam Electric Station K-55 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0 is

151 77 78 US 11 MINOR ARTERIAL 3657 1 12 4 1700 50 26 152 77 204 US 11 MINOR ARTERIAL 2865 1 12 4 1700 55 26 153 78 77 US 11 MINOR ARTERIAL 3657 1 12 4 1700 50 26 154 78 386 US 11 MINOR ARTERIAL 2720 1 12 4 1700 50 26 155 79 72 1-80 FREEWAY 3892 2 12 8 2250 70 32 156 79 166 1-80 FREEWAY 6501 2 12 8 2250 70 32 157 80 54 1-80 FREEWAY 4810 2 12 4 2250 70 31 158 80 71 1-80 FREEWAY 4303 2 12 4 2250 70 31 159 81 82 SR 424 MINOR ARTERIAL 537 1 12 4 1700 40 47 160 81 85 ON RAMP 1-81 FREEWAY RAMP 1354 1 12 4 1700 45 47 161 82 81 SR 424 MINOR ARTERIAL 537 1 12 4 1700 40 47 162 82 83 SR 424 MINOR ARTERIAL 2392 1 12 4 1700 65 47 163 82 84 ON RAMP 1-81 FREEWAY RAMP 1618 1 12 4 1700 45 47 164 83 82 SR 424 MINOR ARTERIAL 2392 1 12 4 1700 65 47 165 83 804 SR 424 MINOR ARTERIAL 2613 1 12 4 1700 65 47 166 84 81 OFF RAMP TO SR 424 FREEWAY RAMP 1475 1 12 4 1700 45 47 167 84 85 1-81 FREEWAY 2960 2 12 4 2250 70 47 168 84 87 1-81 FREEWAY 4428 2 12 8 2250 70 47 169 85 82 OFF RAMP TO SR 424 FREEWAY RAMP 1474 1 12 4 1700 45 47 170 85 84 1-81 FREEWAY 2966 2 12 8 2250 70 47 171 85 171 1-81 FREEWAY 8946 2 12 8 2250 70 47 172 86 90 1-81 FREEWAY 1425 2 12 8 2250 70 41 173 86 95 OFF RAMP TO SR 931 FREEWAY RAMP 1378 1 12 4 1700 40 41 174 86 172 1-81 FREEWAY 6212 2 12 8 2250 70 41 175 87 84 1-81 FREEWAY 4437 2 12 8 2250 70 47 Susquehanna Steam Electric Station K-56 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

176 87 90 1-81 FREEWAY 1701 2 12 8 2250 70 41 177 87 96 OFF RAMP TO SR 93 FREEWAY RAMP 1091 1 12 4 1700 40 41 178 88 89 SR 931 MINOR ARTERIAL 320 2 12 4 1900 45 41 179 88 95 ON RAMP TO 1-81 S FREEWAY RAMP 368 1 12 4 1350 30 41 180 89 91 SR 931 MINOR ARTERIAL 577 2 12 4 1750 45 41 181 89 95 ON RAMP TO 1-81 FREEWAY RAMP 421 1 12 4 1350 30 41 182 90 86 1-81 FREEWAY 1425 2 12 8 2250 70 41 183 90 87 1-81 FREEWAY 1701 2 12 8 2250 70 41 184 91 89 SR 931 MINOR ARTERIAL 577 2 12 4 1900 40 41 185 91 92 SR 931 MINOR ARTERIAL 242 2 12 4 1900 45 41 186 91 93 ON RAMP TO 1-81 FREEWAY RAMP 418 1 12 4 1575 35 41 187 92 91 SR 931 MINOR ARTERIAL 242 2 12 4 1750 45 41 188 92 93 ON RAMP TO 1-81 FREEWAY RAMP 513 1 12 4 1575 35 41 189 92 98 SR 931 MINOR ARTERIAL 1708 2 12 4 1900 60 41 190 93 86 ON RAMP TO 1-81 FREEWAY RAMP 1146 1 12 4 1700 45 41 191 94 218 SR 309 MINOR ARTERIAL 2347 2 12 4 1900 60 11 192 95 88 OFF RAMP TO SR 931 FREEWAY RAMP 368 1 12 4 1750 40 41 193 95 90 ON RAMP TO 1-81 FREEWAY RAMP 702 1 12 4 1350 30 41 194 96 91 OFF RAMP TO SR 93 FREEWAY RAMP 529 1 12 4 1750 40 41 195 96 92 OFF RAMP TO SR 93 FREEWAY RAMP 668 1 12 4 1700 40 41 196 97 88 SR 931 MINOR ARTERIAL 825 2 12 4 1750 45 41 197 98 92 SR 931 MINOR ARTERIAL 1708 2 12 4 1900 45 41 198 98 429 SR 931 MINOR ARTERIAL 5747 2 12 4 1900 60 42 199 99 100 SR 93 MINOR ARTERIAL 389 2 12 4 1900 45 39 200 99 104 SR 3020 MINOR ARTERIAL 666 1 12 4 1700 40 39 Susquehanna Steam Electric Station K-57 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0 0

0 0 201 99 106 SR 93 MINOR ARTERIAL 981 2 12 4 1900 45 39 202 100 99 SR 93 MINOR ARTERIAL 389 2 12 4 1750 45 39 203 100 105 SR 93 MINOR ARTERIAL 408 2 12 4 1750 45 39 204 101 102 OFF RAMP 1-81 FREEWAY RAMP 861 1 12 4 1125 25 39 205 101 103 1-81 FREEWAY 1356 2 12 8 2250 70 39 206 101 107 1-81 FREEWAY 1474 2 12 4 2250 70 39 207 102 100 OFF RAMP 1-81 FREEWAY RAMP 736 1 12 4 1350 30 39 208 102 104 OFF RAMP 1-81 FREEWAY RAMP 193 1 12 4 1350 30 39 209 103 101 1-81 FREEWAY 1356 2 12 8 2250 70 39 210 103 172 1-81 FREEWAY 5089 2 12 8 2250 70 41 211 103 394 OFF RAMP 1-81 FREEWAY RAMP 1241 1 12 4 1700 40 39 212 104 99 SR 3020 MINOR ARTERIAL 666 2 12 4 1750 30 39 213 104 103 ON RAMP TO 1-81 FREEWAY RAMP 1499 1 12 4 1700 45 39 214 105 100 SR 93 MINOR ARTERIAL 408 2 12 4 1900 45 39 215 105 108 SR 93 MINOR ARTERIAL 280 2 12 4 1900 45 39 216 105 109 ON RAMP TO 1-81 FREEWAY RAMP 222 1 12 4 1700 45 39 217 106 21 SR 93 MINOR ARTERIAL 3557 1 12 4 1750 50 39 218 106 99 SR 93 MINOR ARTERIAL 981 2 12 4 1750 45 39 219 107 101 1-81 FREEWAY 1478 2 12 8 2250 70 39 220 107 173 1-81 FREEWAY 3118 2 12 8 2250 70 39 221 108 105 SR 93 MINOR ARTERIAL 280 2 12 4 1750 45 39 222 108 109 ON RAMP TO 1-81 FREEWAY RAMP 350 1 12 4 1575 35 39 223 108 805 SR 93 MINOR ARTERIAL 1271 2 12 4 1750 45 39 224 109 107 ON RAMP TO 1-81 FREEWAY RAMP 1017 1 12 4 1700 45 39 225 110 111 1-81 FREEWAY 1870 2 12 4 2250 65 29 Susquehanna Steam Electric Station K-58 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

OFF RAMP FROM I-1226 110 112 181 FREEWAY RAMP 1093 1 12 4 1750 40 29 227 110 384 1-81 FREEWAY 1564 3 12 4 2250 65 29 228 111 110 1-81 FREEWAY 1870 3 12 4 2250 65 29 OFF RAMP FROM I-229 111 113 81 FREEWAY RAMP 1047 1 12 4 1750 40 29 230 111 177 1-81 FREEWAY 8606 2 12 4 2250 65 17 231 112 111 ON RAMP 1-81 FREEWAY RAMP 933 1 12 4 1700 45 29 232 112 113 SR 3007 MINOR ARTERIAL 594 1 12 4 1750 40 29 233 112 192 SR 3007 MINOR ARTERIAL 972 1 12 .4 1700 40 29 234 113 110 ON RAMP 1-81 FREEWAY RAMP 857 1 12 4 1700 45 29 235 113 112 SR 3007 MINOR ARTERIAL 594 1 12 4 1750 40 29 OFF RAMP FROM I-236 11-4 116- 81 FREEWAY RAMP -1730 1 12 4 - 1750 40 --17 237 114 117 1-81 FREEWAY 2532 2 12 4 2250 65 17 238 114 177 1-81 FREEWAY 12309 2 12 4 2250 65 17 239 115 114 ON RAMP FREEWAY RAMP 1616 1 12 4 1700 50 17 240 115 116 SR 2042 MINOR ARTERIAL 762 1 12 4 1750 40 17 241 116 115 SR 2042 MINOR ARTERIAL 762 1 12 4 1750 40 17 242 116 117 ON RAMP FREEWAY RAMP 789 1 12 4 1700 45 17 243 117 114 1-81 FREEWAY 2536 2 12 4 2250 65 17 244 117 119 1-81 FREEWAY 1441 3 12 4 2250 65 17 245 118 115 SR 3006 MINOR ARTERIAL 1592 i 12 4 1750 40 17 246 119 117 1-81 FREEWAY 1441 2 12 4 2250 65 17 247 119 118 OFF RAMP FREEWAY RAMP 1016 1 12 4 1700 40 17 248 119 178 1-81 FREEWAY 3360 3 12 4 2250 65 17 Susquehanna Steam Electric Station K-59 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

0 249 120 118 SR 3007 MINOR ARTERIAL 830 1 12 4 1700 40 17 250 121 122 ON RAMP 1-81 FREEWAY RAMP 911 1 12 4 1700 40 11 251 121 123 SR 29 MINOR ARTERIAL 293 1 12 4 1700 65 11 252 121 126 SR 29 MINOR ARTERIAL 2025 2 12 4 1900 65 11 253 122 2 1-81 FREEWAY 1415 2 12 4 2250 65 11 254 122 133 1-81 FREEWAY 3449 3 12 4 2250 65 11 255 123 121 SR 29 MINOR ARTERIAL 293 2 12 4 1900 65 11 256 123 124 ON RAMP 1-81 FREEWAY RAMP 2022 1 12 4 1700 40 11 257 124 123 ON RAMP SR 29 FREEWAY RAMP 2025 1 12 4 1575 35 11 258 124 125 ON RAMP 1-81 FREEWAY RAMP 1186 1 12 4 1700 50 11 259 125 2 1-81 FREEWAY 1184 2 12 8 2250 65 11 260 125 123 ON RAMP TO SR 29 FREEWAY RAMP 2572 1 12 4 1700 40 11 261 125 757 1-81 FREEWAY 1971 2 12 8 2250 65 11 262 126 121 SR 29 MINOR ARTERIAL 2025 2 12 4 1900 65 11 263 126 130 SR 29 MINOR ARTERIAL 674 2 12 4 1900 65 11 264 127 710 S MAIN ST COLLECTOR 5360 1 10 2 1700 45 11 265 128 126 SR 29 ON-RAMP FREEWAY RAMP 1485 1 12 4 1700 45 11 266 128 127 S MAIN ST COLLECTOR 1155 1 12 4 1700 40 11 267 129 130 SR 29 MINOR ARTERIAL 1175 2 12 4 1900 65 11 268 129 132 SR 29 MINOR ARTERIAL 3010 2 12 4 1900 65 11 269 130 126 SR 29 MINOR ARTERIAL 674 2 12 4 1900 65 11 270 130 129 SR 29 MINOR ARTERIAL 1176 2 12 4 1900 65 11 271 131 128 S MAIN ST COLLECTOR 1726 1 12 4 1700 40 11 272 132 129 SR 29 MINOR ARTERIAL 3010 2 12 4 1900 65 11 273 132 1067 SR 29 MINOR ARTERIAL 1448 2 12 4 1900 65 11 Susquehanna Steam Electric Station K-60 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

274 133 122 1-81 FREEWAY 3449 2 1z 4 2250 b5 11 275 133 179 1-81 FREEWAY 3475 3 12 4 2250 65 11 276 134 135 SR 29 MINOR ARTERIAL 1203 2 12 4 1900 60 11 277 134 138 SR 29 MINOR ARTERIAL 2003 2 12 4 1900 60 11 278 135 134 SR 29 MINOR ARTERIAL 1204 2 12 4 1900 60 11 OFF RAMP FROM SR 279 135 137 29 FREEWAY RAMP 1656 1 12 4 1700 45 11 280 135 180 SR 29 MINOR ARTERIAL 3371 2 12 4 1900 60 10 281 136 134 ON RAMP TO SR 29 FREEWAY RAMP 1224 1 12 8 1700 45 11 282 136 137 S MAIN ST COLLECTOR 875 1 12 4 1700 40 11 283 136 334 S MAIN ST COLLECTOR 2916 1 12 4 1700 45 11 284 137 136 S MAIN ST COLLECTOR 875 1 12 4 1700 40 11 285 137 138 ON RAMP TO SR 29 FREEWAY RAMP 1532 1 12 4 1700 50 11 286 138 134 SR 29 MINOR ARTERIAL 2003 2 12 4 1900 60 11 OFF RAMP FROM SR 287 138 136 29 FREEWAY RAMP 877 1 12 4 1350 30 11 288 138 1067 SR 29 MINOR ARTERIAL 648 2 12 4 1900 65 11 289 139 140 SANS SOUCI PKWY MINOR ARTERIAL 355 2 12 4 1750 50 10 290 139 143 ON RAMP TO SR 29 FREEWAY RAMP 528 1 12 4 1350 30 10 291 139 144 SANS SOUCI PKWY MINOR ARTERIAL 794 2 12 4 1900 50 10 292 140 139 SANS SOUCI PKWY MINOR ARTERIAL 355 2 12 4 1750 50 10 293 140 149 ON RAMP TO SR 29 FREEWAY RAMP 1049 1 12 4 1700 45 10 294 140 1102 SANS SOUCI PKWY MINOR ARTERIAL 1018 2 12 4 1750 50 10 295 141 142 SR 29 MINOR ARTERIAL 415 2 12 4 1900 60 10 296 141 143 SR 29 MINOR ARTERIAL 808 2 12 4 1900 60 10 KID Engineering, P.C.

Susquehanna Steam Electric Station K-61 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

297 142 141 SR 29 MINOR ARTERIAL 415 2 12 4 1900 60 10 298 142 180 SR 29 MINOR ARTERIAL 4514 2 12 4 1900 60 10 OFF RAMP TO SANS 299 142 1104 SOUCI FREEWAY RAMP 1048 1 12 4 1700 45 10 300 143 141 SR 29 MINOR ARTERIAL 808 2 12 4 1900 60 10 ON RAMP TO SANS 301 143 145 SOUCI FREEWAY RAMP 400 1 12 4 1350 30 10 302 143 149 SR 29 MINOR ARTERIAL 638 2 12 4 1900 60 10 303 144 139 SANS SOUCI PKWY MINOR ARTERIAL 794 2 12 4 1750 50 10 304 144 148 SANS SOUCI PKWY COLLECTOR 337 1 12 4 1750 50 10 ON RAMP TO SANS 305 145 1105 SOUCI FREEWAY RAMP 678 1 12 4 1350 30 10 306 146 131 MAIN ST COLLECTOR 6730 1 12 4 1700 40 11 307 147 141 ON RAMP TO SR 29 FREEWAY RAMP 1008 1 12 4 1700 45 10 308 148 144 SANS SOUCI PKWY MINOR ARTERIAL 337 2 12 4 1900 50 10 309 148 147 ON RAMP TO SR 29 FREEWAY RAMP 537 1 12 4 1350 30 10 310 148 1072 SANS SOUCI PKWY COLLECTOR 528 1 12 4 1700 40 10 311 149 143 SR 29 MINOR ARTERIAL 638 2 12 4 1900 60 10 312 149 150 SR 29 MINOR ARTERIAL 2896 2 12 4 1900 60 10 313 150 149 SR 29 MINOR ARTERIAL 2896 2 12 4 1900 60 10 314 150 151 OFF RAMP TO US 11 FREEWAY RAMP 814 1 12 4 1350 30 10 315 150 154 OFF RAMP TO US 11 FREEWAY RAMP 692 1 12 4 1700 40 10 316 151 150 ON RAMP TO US 11 FREEWAY RAMP 814 1 12 4 1575 35 10 317 151 152 OFF RAMP TO US 11 FREEWAY RAMP 854 1 12 4 1350 30 10 318 152 150 ON RAMP SR 29 FREEWAY RAMP 1029 1 12 4 1700 45 10 319 152 155 US 11 MINOR ARTERIAL 651 2 12 4 1900 60 10 KLD Engineering, P.C.

Susquehanna Steam Station Electric Station Steam Electric K-62 KILD Engineering, P.C.

Evacuation Time Estimate Rev. 0

320 152 842 US 11 MINOR ARTERIAL 1416 1 12 4 1700 60 10 321 153 407 US 11 MINOR ARTERIAL 3146 1 12 4 1700 60 10 322 153 835 US 11 MINOR ARTERIAL 1380 1 12 4 1700 60 10 323 154 155 US11 MINOR ARTERIAL 633 1 12 4 1700 60 10 324 154 422 US 11 MINOR ARTERIAL 869 2 12 4 1900 60 10 325 155 151 ON RAMP TO US 11 FREEWAY RAMP 584 1 12 4 1350 30 10 326 155 154 US 11 MINOR ARTERIAL 633 2 12 4 1900 60 10 327 156 181 US 11 MINOR ARTERIAL 1488 1 12 4 1750 50 10 328 156 842 US 11 MINOR ARTERIAL 576 2 12 4 1900 50 10 329 157 223 US 11 MINOR ARTERIAL 1484 2 12 4 1900 60 10 330 157 422 US 11 MINOR ARTERIAL 1085 1 12 4 1700 60 10 331 157 842 E POPLAR ST COLLECTOR 3992 1 12 4 1700 40 10 332 158 15 1-80 FREEWAY 6888 2 12 8 2250 70 36 333 158 159 1-80 FREEWAY 4888 2 12 8 2250 70 36 334 159 158 1-80 FREEWAY 4888 2 12 8 2250 70 36 335 159 160 1-80 FREEWAY 4781 2 12 8 2250 70 36 336 160 159 1-80 FREEWAY 4781 2 12 8 2250 70 36 337 160 161 1-80 FREEWAY 10806 2 12 8 2250 70 36 338 161 160 1-80 FREEWAY 10806 2 12 8 2250 70 36 339 161 1149 1-80 FREEWAY 7466 2 12 8 2250 70 37 340 162 22 1-80 FREEWAY 4234 2 12 8 2250 70 37 341 162 23 1-80 FREEWAY 2657 2 12 8 2250 60 26 342 163 22 1-80 FREEWAY 1525 2 12 8 2250 60 37 343 163 164 1-80 FREEWAY 5349 2 12 8 2250 70 37 344 164 163 1-80 FREEWAY 5348 2 12 8 2250 70 37 Susquehanna Steam Electric Station K-63 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0 0

345 164 165 1-80 FREEWAY 6000 2 12 8 2250 70 38 346 165 18 1-80 FREEWAY 3699 2 12 8 2250 70 27 347 165 164 1-80 FREEWAY 6000 2 12 8 2250 70 38 348 166 79 1-80 FREEWAY 6501 2 12 8 2250 70 32 349 166 1155 1-80 FREEWAY 6759 2 12 8 2250 70 32 350 167 682 1-80 FREEWAY 2904 2 12 8 2250 70 33 351 167 830 1-80 FREEWAY 1914 2 12 8 2250 70 33 352 168 61 1-80 FREEWAY 4127 2 12 8 2250 70 21 353 168 169 1-80 FREEWAY 7845 2 12 8 2250 70 21 354 169 168 1-80 FREEWAY 7843 2 12 8 2250 70 21 355 169 170 1-80 FREEWAY 7535 2 12 8 2250 70 21 356 170 13 1-80 FREEWAY 3457 2 12 4 2250 70 21 357 170 169 1-80 FREEWAY 7540 2 12 8 2250 70 21 358 171 85 1-81 FREEWAY 8946 2 12 8 2250 70 47 359 171 683 1-81 FREEWAY 2159 2 12 8 2250 70 47 360 172 86 1-81 FREEWAY 6212 2 12 8 2250 70 41 361 172 103 1-81 FREEWAY 5089 2 12 8 2250 70 41 362 173 107 1-81 FREEWAY 3118 2 12 8 2250 70 39 363 173 1153 1-81 FREEWAY 2787 2 12 8 2250 70 39 364 174 1153 1-81 FREEWAY 2213 2 12 8 2250 70 39 365 174 1154 1-81 FREEWAY 3378 2 12 8 2250 70 40 366 175 40 1-81 FREEWAY 5428 2 12 4 2250 65 30 367 175 1154 1-81 FREEWAY 7831 2 12 8 2250 70 30 368 176 384 1-81 FREEWAY 4608 2 12 4 2250 65 29 369 176 672 1-81 FREEWAY 3705 3 12 4 2250 70 29 Susquehanna Steam Electric Station K-64 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

301 177 Ill1 1-81 FREEWAY 8606 3 12 4 2250 65 17 1 370 177 114 1-81 FREEWAY 12309 12 4 2250 65 17 372 178 119 1-81 FREEWAY 3360 2 12 4 2250 65 17 373 178 367 1-81 FREEWAY 2934 3 12 4 2250 65 18 374 179 133 1-81 FREEWAY 3480 2 12 4 2250 65 11 375 179 360 1-81 FREEWAY 3638 3 12 4 2250 65 11 376 180 135 SR 29 MINOR ARTERIAL 3372 2 12 4 1900 60 10 377 180 142 SR 29 MINOR ARTERIAL 4514 2 12 4 1900 60 10 378 181 156 US 11 MINOR ARTERIAL 1488 1 12 4 1700 50 10 379 181 406 US 11 MINOR ARTERIAL 1331 1 12 4 1700 50 10 380 181 501 BROADWAY COLLECTOR 4067 1 12 4 1750 40 10 381 182 183 US 11 MINOR ARTERIAL 3262 1 12 4 1700 60 16

--382 182 402 US 11 MINOR ARTERIAL 9505 1 12 4 1700 60 9 383 183 182 US 11 MINOR ARTERIAL 3247 2 12 4 1900 60 16 384 183 404 US 11 MINORARTERIAL 4163 1 12 4 1700 60 16 385 184 970 SR 339 MINOR ARTERIAL 2879 1 12 4 1700 50 36 386 185 20 SR 339 MINOR ARTERIAL 994 1 12 4 1750 50 24 387 186 25 SR 93 MINOR ARTERIAL 1520 1 12 4 1750 65 27 388 187 27 SR 93 MINOR ARTERIAL 2879 1 12 4 1750 60 27 389 187 514 SR 93 MINOR ARTERIAL 5119 1 12 4 1750 60 38 390 188 75 SR 309 MINOR ARTERIAL 4633 2 10 0 1750 55 32 391 188 318 SR 309 MINORARTERIAL 3092 2 10 0 1750 55 32 392 189 73 SR 309 MINOR ARTERIAL 3386 2 12 4 1750 50 29 393 189 596 SR 309 MINOR ARTERIAL 3148 2 12 4 1900 50 29 394 190 104 SR 3020 MINOR ARTERIAL 4287 1 12 4 1700 40 39 Susquehanna Steam Electric Station K-65 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

0 0 395 191 1121 SR 93 MINOR ARTERIAL 259 2 12 4 1750 45 39 396 191 1122 SR 93 MINOR ARTERIAL 218 2 12 4 1750 45 39 397 192 112 SR 3007 MINOR ARTERIAL 972 1 12 4 1750 40 29 398 192 594 S MAIN RD COLLECTOR 2801 1 12 4 1700 40 32 399 193 868 BLUE RIDGE TRAIL COLLECTOR 2799 1 10 4 1700 50 29 400 194 195 US 11 MINOR ARTERIAL 2445 1 12 4 1700 50 35 401 194 340 US 11 MINOR ARTERIAL 1524 1 12 4 1750 50 35 402 195 194 US 11 MINOR ARTERIAL 2445 1 12 4 1750 50 35 403 195 196 US 11 MINOR ARTERIAL 5298 1 12 4 1700 55 35 404 196 195 US 11 MINOR ARTERIAL 5298 1 12 4 1700 55 35 405 196 197 US 11 MINOR ARTERIAL 6661 1 12 4 1750 55 21 406 197 69 US 11 MINOR ARTERIAL 2118 1 12 4 1750 45 21 407 197 196 US 11 MINOR ARTERIAL 6661 1 12 4 1700 55 21 408 198 359 US 11 MINOR ARTERIAL 877 1 12 4 1700 55 24 409 198 361 MARKET ST COLLECTOR 463 1 12 4 1700 40 24 410 198 364 US 11 MINOR ARTERIAL 2476 1 12 4 1700 50 24 411 199 203 US 11 MINOR ARTERIAL 2826 1 12 4 1750 35 25 412 1165 738 US 11 MINOR ARTERIAL 3832 1 12 4 1750 35 25 413 200 389 N MARKET ST MINOR ARTERIAL 243 2 12 4 1750. 40 26 414 200 467 SR 93 MINOR ARTERIAL 1589 1 12 4 1700 45 26 415 201 202 US 11 MINOR ARTERIAL 4382 1 12 4 1700 50 26 416 201 382 US 11 MINOR ARTERIAL 2061 1 12 4 1700 40 26 417 202 201 US 11 MINOR ARTERIAL 4382 1 12 4 1700 50 26 418 202 386 US 11 MINOR ARTERIAL 6056 1 12 4 1700 50 26 419 203 199 US 11 MINOR ARTERIAL 2826 1 12 4 1750 35 25 KLD Engineering, P.C.

Susquehanna Steam Station Electric Station Steam Electric K-66 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

401 203 214 1 ORCHARD ST COLLECTOR 405 1 12 4 1350 30 25 421 203 239 US 11 MINOR ARTERIAL 958 1 12 4 1750 30 25 422 204 77 US 11 MINOR ARTERIAL 2865 1 12 4 1700 55 26 423 204 392 US 11 MINOR ARTERIAL 1464 1 12 4 1700 55 27 424 205 206 US 11 MINOR ARTERIAL 2386 1 12 4 1700 55 16 425 205 600 US 11 MINOR ARTERIAL 3183 1 12 4 1700 55 16 426 206 205 US 11 MINOR ARTERIAL 2386 1 12 4 1700 55 16 427 206 207 US 11 MINOR ARTERIAL 2661 1 12 4 1700 55 16 428 207 206 US 11 MINOR ARTERIAL 2661 1 12 4 1700 55 16 429 207 391 US 11 MINOR ARTERIAL 1964 1 12 4 1700 55 27 430 208 370 US 11 MINOR ARTERIAL 676 1 12 4 1700 40 15 431 208 396 SR 239 MINOR ARTERIAL 1177 1 12 4 1750 40 15 432 208 404 US 11 MINOR ARTERIAL 3120 1 12 4 1700 40 15 433 209 247 US 11 MINOR ARTERIAL 2467 1 12 4 1700 60 9 434 209 398 SR 4016 MINOR ARTERIAL 2430 1 12 4 1700 45 9 435 209 407 US 11 MINOR ARTERIAL 10026 1 12 4 1700 60 9 436 210 406 US 11 MINOR ARTERIAL 2394 1 10 0 1700 40 10 437 210 835 US 11 MINOR ARTERIAL 968 1 12 4 1700 60 10 438 211 223 US 11 MINOR ARTERIAL 1572 1 12 4 1700 60 10 439 211 248 US 11 MINOR ARTERIAL 3000 1 12 4 1700 40 10 440 212 248 US 11 MINOR ARTERIAL 2045 1 12 4 1700 40 10 441 - 212 41-2 US 11 . MINOR ARTERIAL - 1738 1 12 4 1700 40 10 442 213 415 US 11 MINOR ARTERIAL 1040 1 12 4 1700 40 11 443 213 787 US 11 MINOR ARTERIAL 1064 1 12 4 1750 40 11 444 214 239 SR 93 MINOR ARTERIAL 1024 1 12 4 1750 30 25 Susquehanna Steam Electric Station K-67 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

0 0 445 214 371 SR 93 MINOR ARTERIAL 1099 1 12 4 1350 30 25 446 215 449 SR 487 MINOR ARTERIAL 5780 1 10 0 1700 60 6 447 216 448 SR 239 MINOR ARTERIAL 3086 1 10 2 1700 40 6 448 217 445 SR 239 MINOR ARTERIAL 3958 1 10 2 1700 40 7 449 218 228 SR 309 MINOR ARTERIAL 984 2 12 4 1900 45 11 450 219 918 SR 239 MINOR ARTERIAL 3888 1 12 4 1700 50 7 451 220 219 SR 239 MINOR ARTERIAL 6093 1 12 4 1700 40 7 452 221 439 SR 239 MINOR ARTERIAL 3886 1 12 4 1700 45 7 453 221 919 SR 4006 MINOR ARTERIAL 2287 1 12 4 1700 40 8 454 222 424 SR 239 MINOR ARTERIAL 2921 1 10 0 1700 45 8 455 222 428 SR 239 MINOR ARTERIAL 3562 1 10 0 1700 45 8 456 223 157 US 11 MINOR ARTERIAL 1490 1 12 4 1700 60 10 457 223 211 US 11 MINOR ARTERIAL 1572 1 12 4 1700 50 10 458 224 421 SWEET VALLEY RD COLLECTOR 521 1 12 4 1700 50 15 459 224 930 SR 239 MINOR ARTERIAL 1946 1 10 0 1700 45 15 460 224 931 SR 239 MINOR ARTERIAL 446 1 12 4 1700 40 15 461 225 215 SR 487 MINOR ARTERIAL 5427 1 10 0 1700 60 6 462 225 452 SR 254 MINOR ARTERIAL 835 1 12 4 1700 45 6 463 226 227 SR 487 MINOR ARTERIAL 9665 1 10 0 1700 60 13 464 227 899 SR 487 MINOR ARTERIAL 4432 1 10 0 1700 60 13 465 228 230 SR 309 MINOR ARTERIAL 2154 2 12 4 1900 60 11 466 229 567 SR 487 MINOR ARTERIAL 2888 1 12 4 1700 50 13 467 229 897 SR 487 MINOR ARTERIAL 1481 1 12 4 1700 50 13 468 230 231 SR 309 MINOR ARTERIAL 2254 2 12 4 1900 45 11 469 231 233 SR 309 MINOR ARTERIAL 1956 2 12 4 1900 60 11 Susquehanna Steam Electric Station K-68 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

401 232 894 1SR 487 MINOR ARTERIAL 1 1231 1 10 0 1700 50 21 471 232 896 SR 487 MINOR ARTERIAL 4047 1 10 0 1700 40 21 472 233 236 SR 309 MINOR ARTERIAL 2871 2 12 4 1900 60 11 473 234 455 SR 487 MINOR ARTERIAL 2505 1 12 4 1750 40 21 474 234 893 SR 487 MINOR ARTERIAL 2663 1 10 0 1700 50 21 475 235 455 SR 93 MINOR ARTERIAL 3750 1 12 4 1750 50 21 476 236 242 SR 309 MINOR ARTERIAL 1393 3 12 4 1900 50 11 477 237 347 PARK ROAD COLLECTOR 1489 1 12 4 1700 35 25 478 1163 1052 SR 93 MINOR ARTERIAL 6153 1 12 4 1700 55 22 479 238 885 SR 93 MINOR ARTERIAL 3039 1 12 4 1700 40 25 480 239 203 US 11 MINOR ARTERIAL 958 1 12 4 1750 35 25 481 239 214 SR 93 MINOR ARTERIAL 1024 1 12 4 1350 30 25 482 240 467 SR 93 MINOR ARTERIAL 2681 1 12 4 1575 35 26 483 240 468 SR 339 MINOR ARTERIAL 1491 1 12 4 1700 50 26 484 241 689 SR 93 MINOR ARTERIAL 2736 1 12 4 1700 55 21 485 242 244 ON RAMP TO 1-81 FREEWAY RAMP 1185 1 12 4 1700 45 11 486 242 1059 SR 309 MINOR ARTERIAL 1403 2 12 4 1750 50 11 487 243 890 SR 93 MINOR ARTERIAL 1587 1 12 4 1700 55 21 488 244 758 1-81 FREEWAY 704 3 12 8 2250 65 11 489 245 243 SR 93 MINOR ARTERIAL 5118 1 12 4 1575 35 21 LIGHTSTREET 490 245 966 FOWLERSVILLE RD COLLECTOR 434 1 12 - 4 1700 60 22 491 246 245 SR 93 MINOR ARTERIAL 4331 1 12 4 1700 55 22 492 247 209 US 11 MINOR ARTERIAL 2466 1 12 4 1700 60 9 493 247 1042 US 11 MINOR ARTERIAL 6112 1 12 4 1700 60 9 KLD Engineering, P.C.

Susquehanna Steam Electric Station K-69 K-69 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

494 248 211 US 11 MINOR ARTERIAL 3000 1 12 4 1700 40 10 495 248 212 US 11 MINOR ARTERIAL 2045 1 12 4 1750 40 10 496 249 250 SR 339 MINOR ARTERIAL 10429 1 12 4 1700 50 25 497 250 251 SR 339 MINOR ARTERIAL 3397 1 12 4 1750 50 24 498 251 185 SR 339 MINOR ARTERIAL 2879 1 12 4 1700 50 24 499 251 361 MARKET ST COLLECTOR 2751 1 12 4 1575 35 24 500 252 1127 SR 309 MINOR ARTERIAL 2897 2 12 4 1750 50 11 501 253 470 SR 93 MINOR ARTERIAL 10977 1 12 4 1700 50 26 502 254 255 SR 93 MINOR ARTERIAL 5130 1 12 4 1700 55 27 503 254 472 SR 93 MINOR ARTERIAL 2129 1 12 4 1700 55 27 504 255 256 SR 93 MINOR ARTERIAL 4463 1 12 4 1700 55 27 505 256 257 SR 93 MINOR ARTERIAL 3328 1 12 4 1700 55 27 506 257 186 SR 93 MINOR ARTERIAL 5044 1 12 4 1700 65 27 507 258 397 SR 239 MINOR ARTERIAL 1635 1 12 4 1750 30 15 508 258 859 SR 239 MINOR ARTERIAL 1694 1 12 4 1350 30 16 509 259 263 SR 3007 MINOR ARTERIAL 7227 1 10 0 1700 45 16 510 259 477 SR 239 MINOR ARTERIAL 10177 1 10 0 1750 40 16 511 260 259 SR 239 MINOR ARTERIAL 8400 1 12 4 1700 40 16 512 260 715 SR 239 MINOR ARTERIAL 8105 1 12 4 1700 40 27 513 260 1125 RUCKLE HILL RD COLLECTOR 13609 1 12 4 1700 45 16 514 261 474 SR 239 MINOR ARTERIAL 2452 1 12 4 1700 45 27 515 262 662 SR 239 MINOR ARTERIAL 868 1 12 4 1350 30 27 516 262 860 SR 3036 MINOR ARTERIAL 1291 1 12 4 1700 40 27 517 263 264 SR 3007 MINOR ARTERIAL 8136 1 10 0 1700 45 16 518 264 265 SR 3007 MINOR ARTERIAL 9390 1 10 0 1700 45 16 KLD Engineering, P.C.

Susquehanna Steam Station Electric Station Steam Electric K-70 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

519 265 266 SR 3007 - MINOR ARTERIAL 8796 1 10 0 1700 45 17 520 266 481 BLUE RIDGE TRAIL COLLECTOR 3731 1 12 4 1700 50 17 521 266 487 SR 3007 MINOR ARTERIAL .3750 1 12 4 1700 40 17 522 267 270 SR 2042 MINOR ARTERIAL 5086 1 12 4 1700 40 17 523 269 865 BLUE RIDGE TRAIL COLLECTOR 2277 1 12 4 1575 35 17 524 270 271 SR 2042 MINOR ARTERIAL 5279 1 12 4 1700 40 17 525 271 336 SR 2042 MINOR ARTERIAL 3223 1 12 4 1750 40 17 526 272 479 BLUE RIDGE TRAIL COLLECTOR 1440 1 12 4 1575 35 17 527 273 274 BLUE RIDGE TRAIL COLLECTOR 2676 1 12 4 1700 50 17 528 273 1071 BLUE RIDGE TRAIL COLLECTOR 3795 1 12 4 1700 50 17 529 274 867 BLUE RIDGE TRAIL COLLECTOR 3036 1 12 4 1700 50 29 530 275 193 BLUE RIDGE TRAIL COLLECTOR 4720 1 10 4 1700 50 29 531 276 277 SR 309 -MINOR ARTERIAL- 10817 1 12 4 1750 50 18 532 277 279 SR 309 MINOR ARTERIAL 8448 1 12 4 1750 50 18 533 277 843 CR 21 MINOR ARTERIAL 6780 1 12 4 1700 40 18 534 278 623 CR 21 MINOR ARTERIAL 1411 1 12 4 1700 45 18 535 278 628 SR 2047 MINOR ARTERIAL 3122 1 12 4 1700 45 18 536 279 280 SR 309 MINOR ARTERIAL 2017 1 12 4 1700 45 18 537 280 698 SR 309 MINOR ARTERIAL 3813 1 12 4 1750 45 18 538 281 856 SR 3004 MINOR ARTERIAL 3801 1 12 4 1700 45 16 539 282 494 SR 3004 MINOR ARTERIAL 4077 1 10 4 1750 30 9 540 *283 731- SR 3004 MINOR ARTERIAL 3823 1- 10 4 1700 50 9 541 284 504 MAIN ST COLLECTOR 4443 1 12 4 1350 30 10 542 285 500 W KIRMAR PKWY COLLECTOR 1566 1 12 4 1700 40 10 543 285 1053 MIDDLE ROAD LOCAL ROADWAY 307 1 10 0 1350 30 10 K-711 KLD Engineering, P.C.

Susquehanna Steam Electric Station K-7 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

544 286 285 W KIRMAR AVE COLLECTOR 6873 1 12 4 1700 55 10 545 286 499 CENTER ST COLLECTOR 1909 1 12 4 1700 40 10 546 287 1044 MIDDLE ROAD LOCAL ROADWAY 1482 1 10 0 1350 30 10 547 288 335 S MAIN ST COLLECTOR 8217 1 12 4 1700 40 10 548 289 334 MAIN ST COLLECTOR 4528 1 12 4 1700 40 11 549 289 543 SANS SOUCI PKWY MINOR ARTERIAL 2291 2 12 4 1900 40 11 550 289 1022 SANS SOUCI PKWY MINOR ARTERIAL 1198 2 12 4 1750 40 11 551 290 184 SR 339 MINOR ARTERIAL 3902 1 12 4 1700 50 36 552 291 290 SR 339 MINOR ARTERIAL 2879 1 12 4 1700 50 36 553 292 458 SR 339 MINOR ARTERIAL 1591 1 12 4 1350 30 35 554 293 974 SR 339 MINOR ARTERIAL 2839 1 12 4 1700 40 35 555 294 979 SR 339 MINOR ARTERIAL 1548 1 12 4 1700 40 36 556 295 296 SR 339 MINOR ARTERIAL 1445 1 12 4 1350 30 36 557 295 980 SR 339 MINOR ARTERIAL 4074 1 12 4 1700 50 36 558 296 981 SR 339 MINOR ARTERIAL 1443 1 12 4 1700 50 36 559 297 635 SR 339 MINOR ARTERIAL 5400 1 12 4 1700 40 44 560 298 299 SR 339 MINOR ARTERIAL 1817 1 12 4 1700 40 45 561 299 982 SR 339 MINOR ARTERIAL 762 1 12 4 1350 30 45 562 300 984 SR 339 MINOR ARTERIAL 2981 1 12 4 1700 50 45 563 301 454 SR 339 MINOR ARTERIAL 666 1 12 4 1350 30 45 564 302 1130 SR 931 MINOR ARTERIAL 3565 1 12 4 1750 45 46 565 303 304 CENTER ST LOCAL ROADWAY 3777 1 12 4 1700 55 46 566 303 553 CENTER ST LOCAL ROADWAY 2324 1 12 4 1575 35 46 567 304 305 SR 931 MINOR ARTERIAL 5057 1 12 4 1700 45 46 568 305 555 SR 931 MINOR ARTERIAL 1998 1 12 4 1700 45 46 Susquehanna Steam Electric Station K-72 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

569 306 434 SR 93 MAJOR ARTERIAL 530 3 12 4 1750 30 42 570 306 440 SR 93 MINOR ARTERIAL 1802 2 12 4 1750 30 42 571 307 425 CHURCH ST LOCAL ROADWAY 1269 1 12 4 1750 30 42 572 307 656 SR 93 MINOR ARTERIAL 472 2 12 4 1750 30 42 573 307 1110 SR 93 MINOR ARTERIAL 322 2 12 4 1750 30 42 574 308 661 DIAMOND ST LOCAL ROADWAY 1449 1 12 4 1350 30 42 575 309 308 DIAMOND ST LOCAL ROADWAY 3661 1 12 4 1350 30 43 576 310 746 SR 424 MINOR ARTERIAL 543 1 12 4 1700 65 47 577 310 804 SR 424 MINOR ARTERIAL 383 2 12 4 1900 65 47 578 310 1115 SR 309 MINOR ARTERIAL 315 2 12 4 1900 50 47 579 311 403 SR 424 MINOR ARTERIAL 2278 1 12 4 1700 65 47 580 311 1137 SR 424 MINOR ARTERIAL 236 1 12 4 1700 65 47 581 312 408 SR 424 MINOR ARTERIAL 2100 1 12 4 1700 65 43 582 312 436 SR 93 MINOR ARTERIAL 1554 1 12 4 1575 35 43 583 313 446 SR 309 MINOR ARTERIAL 1834 1 12 4 1350 30 42 584 313 447 FISHERS HILL LOCAL ROADWAY 1063 1 12 4 1700 40 40 585 314 442 SR 309 MINOR ARTERIAL 1999 1 12 4 1750 30 42 586 314 523 W 15TH ST LOCAL ROADWAY 2837 1 12 4 1750 30 42 587 315 549 SR 309 MINOR ARTERIAL 1030 1 12 4 1700 60 40 588 315 799 SR 309 MINOR ARTERIAL 1049 2 12 4 1750 40 40 589 316 491 SR 309 MINOR ARTERIAL 3945 2 12 4 1900 60 40

-590 316 545 SR 309 MINOR ARTERIAL 2172 1 12--- 4 1700 40 40-591 317 318 SR 309 MINOR ARTERIAL 3488 1 12 4 1700 45 32 592 317 793 SR 309 MINOR ARTERIAL 2137 2 10 4 1750 45 31 593 318 188 SR 309 MINOR ARTERIAL 3093 2 10 0 1750 55 32 KLD Engineering, P.C.

Susquehanna Steam Electric Station K-73 K-73 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

594 318 317 SR 309 MINOR ARTERIAL 3492 1 12 4 1700 45 32 595 319 1006 SR 940 MINOR ARTERIAL 2423 1 12 4 1350 30 43 596 320 321 SR 940 MINOR ARTERIAL 2632 1 12 4 1700 40 43 597 321 1007 SR 940 MINOR ARTERIAL 1015 1 12 4 1350 30 43 598 322 1009 SOUTH ST LOCAL ROADWAY 2353 1 12 4 1350 30 32 599 323 435 SR 93 MINOR ARTERIAL 4151 1 12 4 1575 35 43 600 324 323 SR 93 MINOR ARTERIAL 2044 1 12 4 1350 30 42 601 324 427 S POPLAR ST LOCAL ROADWAY 1185 1 12 4 1350 30 42 602 325 649 SR 29 MINOR ARTERIAL 2840 1 12 4 1350 30 4 603 326 650 SR 29 MINOR ARTERIAL 6659 1 12 4 1700 40 4 604 327 648 SR 29 MINOR ARTERIAL 2685 1 12 4 1700 55 5 605 327 711 SR 29 MINOR ARTERIAL 2530 1 12 4 1700 40 5 606 328 493 SR 29 MINOR ARTERIAL 2984 1 12 4 1750 50 4 607 329 652 SR 29 MINOR ARTERIAL 3746 1 12 4 1700 50 4 608 330 329 SR 29 MINOR ARTERIAL 3303 1 12 4 1700 40 4 609 331 332 CENTRAL RD COLLECTOR 785 1 12 4 1700 40 35 610 332 338 CENTRAL RD COLLECTOR 1559 1 12 4 1700 40 35 611 333 513 SR 93 MINOR ARTERIAL 2009 1 12 4 1700 40 38 612 333 514 SR 93 MINORARTERIAL 5570 1 12 4 1750 40 38 613 334 136 S MAIN ST COLLECTOR 2916 1 12 4 1700 45 11 614 334 1100 S MAIN ST COLLECTOR 1603 1 12 4 1750 45 11 615 335 137 S MAIN ST COLLECTOR 3289 1 12 4 1700 40 11 616 336 115 SR 2042 MINOR ARTERIAL 1500 1 12 4 1750 40 17 617 337 116 SR 2047 MINOR ARTERIAL 2108 1 12 4 1750 45 17 618 338 339 CENTRAL RD COLLECTOR 2826 1 12 4 1750 40 20 Susquehanna Steam Electric Station K-74 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

619 339 12 SR 487 MINOR ARTERIAL 391 1 12 4 1700 45 20 620 339 643 SR 487 MINOR ARTERIAL 2911 1 12 4 1700 45 20 621 340 194 US 11 MINOR ARTERIAL 1524 1 12 4 1750 50 35 622 340 786 US 11 MINOR ARTERIAL 1180 1 12 4 1750 45 35 623 341 356 SR 1004 MINOR ARTERIAL 1951 1 12 4 1700 40 21 624 342 776 SR 1004 MINOR ARTERIAL 3245 1 12 4 1700 40 35 625 343 57 US-11 MINOR ARTERIAL 326 2 12 4 1900 50 21 626 343 67 ON-RAMP 1-80 FREEWAY RAMP 584 1 12 4 1700 40 21 627 344 347 PARK ROAD COLLECTOR 707 1 12 4 1700 35 25 628 344 350 PARK ROAD COLLECTOR 818 1 12 4 1700 35 25 629 345 566 SR 1004 MINOR ARTERIAL 5770 1 12 4 1700 40 35 630 346 237 FREAS AVE LOCAL ROADWAY 2613 1 12 4 1700 45 25 631 . 347 237 PARK ROAD COLLECTOR 1489 1 12 4 1700 40 25 632 347 344 PARK ROAD COLLECTOR 707 1 12 4 1700 35 25 633 348 345 SR 1004 MINOR ARTERIAL 1654 1 12 4 1700 40 35 634 349 348 SR 1004 MINOR ARTERIAL 2125 1 12 4 1700 40 35 635 350 344 PARK ROAD COLLECTOR 818 1 12 4 1700 35 25 636 350 368 PARK ROAD COLLECTOR 383 1 12 4 1700 40 25 637 351 349 SR 1004 MINOR ARTERIAL 1555 1 12 4 1700 40 21 638 352 94 SR 309 MINOR ARTERIAL 1544 1 12 4 1700 50 11 639 352 354 CR 437 COLLECTOR 711 1 12 4 1700 45 11 640- 353 197 KEEFERS-LANE - COLLECTOR 2085 1 12 4 1750 30 21 641 353 351 SR 1004 MINOR ARTERIAL 3378' 1 12 4 1700 40 21 642 354 355 CR 437 COLLECTOR 1280 1 12 4 1700 45 11 643 355 358 CR 437 COLLECTOR 1535 1 12 4 1700 45 11 Susquehanna Steam Electric Station K-75 KLD Engineering, P.C.

Evacuation Time Estimate. Rev. 0

0 644 356 357 SR 1004 MINOR ARTERIAL 2046 1 12 4 1700 40 21 645 357 69 LOWS ST LOCAL ROADWAY 1970 1 12 4 1750 30 21 646 357 353 SR 1004 MINOR ARTERIAL 2108 1 12 4 1700 40 21 647 358 718 CR 437 COLLECTOR 1472 1 12 4 1700 45 11 648 359 70 US 11 MINOR ARTERIAL 2153 1 12 4 1700 55 24 649 359 198 US 11 MINOR ARTERIAL 877 1 12 4 1750 50 24 650 360 179 1-81 FREEWAY 3638 2 12 4 2250 65 11 651 360 365 1-81 FREEWAY 6310 3 12 4 2250 65 11 652 361 198 MARKET ST COLLECTOR 463 2 12 4 1750 35 24 653 361 251 MARKET ST COLLECTOR 2751 1 12 4 1750 35 24 654 361 362 SR 1004 MINOR ARTERIAL 4510 1 12 4 1700 40 24 655 362 341 SR 1004 MINOR ARTERIAL 1416 1 12 4 1700 40 24 656 363 251 MARKET ST COLLECTOR 1606 1 12 4 1750 30 24 657 364 198 US 11 MINOR ARTERIAL 2476 1 12 4 1750 50 24 658 364 366 US 11 MINOR ARTERIAL 3911 1 12 4 1700 50 24 659 365 376 1-81 FREEWAY 2139 3 12 4 2250 65 11 660 366 364 US 11 MINOR ARTERIAL 3911 1 12 4 1700 50 24 661 366 368 US 11 MINOR ARTERIAL 2984 1 12 4 1700 40 24 662 367 374 1-81 FREEWAY 2176 3 12 4 2250 65 18 663 368 350 PARK ROAD COLLECTOR 383 1 12 4 1700 35 25 664 368 366 US 11 MINOR ARTERIAL 2986 1 12 4 1700 40 24 665 368 738 US 11 MINOR ARTERIAL 2048 1 12 4 1750 35 25 666 369 239 US 11 MINOR ARTERIAL 635 2 12 4 1750 30 25 667 370 208 US 11 MINOR ARTERIAL 676 1 12 4 1750 40 15 668 370 397 US 11 MINOR ARTERIAL 2007 1 12 4 1750 30 15 Susquehanna Steam Electric Station K-76 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

669 371 214 SR 93 MINOR ARTERIAL 1099 1 12 4 1350 30 25 670 371 238 SR 93 MINOR ARTERIAL 2595 1 12 4 1700 40 25 671 372 238 EATON ST COLLECTOR 1564 1 12 4 1575 35 25 672 372 346 FREAS AVE LOCAL ROADWAY 1347 1 12 4 1700 40 25 673 373 371 N WARREN ST LOCAL ROADWAY 2692 1 12 4 1350 30 25 674 373 372 FREAS AVE COLLECTOR 2454 1 12 4 1700 40 23 675 374 375 1-81 FREEWAY 2256 3 12 4 2250 65 11 676 375 360 1-81 FREEWAY 2862 2 12 4 2250 65 11 677 376 178 1-81 FREEWAY 2983 2 12 4 2250 65 18 678 377 744 E 16TH ST LOCAL ROADWAY 650 1 12 4 1350 30 23 679 377 884 MARTZVILLE RD COLLECTOR 4270 1 12 4 1575 35 23 680 377 960 N MARKET ST MINOR ARTERIAL 4112 1 12 4 1750 40 23 681 378 -.-- 377 .E 16TH ST LOCAL ROADWAY - 1653 .1 12 4 1350 30 23 682 378 959 WALNUT ST LOCAL ROADWAY 4074 1 12 4 1350 30 26 683 379 380 US 11 MINOR ARTERIAL 1120 1 12 4 1700 40 26 684 379 388 WALNUT ST LOCAL ROADWAY 220 1 12 4 1350 30 26 685 380 379 US 11 MINOR ARTERIAL 1120 1 12 4 1350 30 26 686 380 382 US 11 MINOR ARTERIAL 1602 1 12 4 1700 40 26 687 381 378 E 16TH ST LOCAL ROADWAY 1304 1 12 4 1350 30 26 688 381 380 FOWLER AVE COLLECTOR 4514 1 12 4 1575 35 26 689 382 201 US 11 MINOR ARTERIAL 2061 1 12 4 1700 40 26 690 - 382 -- 380 US 11 MINOR ARTERIAL 1602 1- 12 4 1700 40 26 691 384 110 1-81 FREEWAY 1564 2 12 4 2250 65 29 692 384 176 1-81 FREEWAY 4608 3 12 4 2250 70 29 693 385 395 1-81 FREEWAY 1984 2 12 8 2250 70 47 K-77 KLD Engineering, P.C.

Susquehanna Steam Electric Station K-77 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

0 694 385 683 1-81 FREEWAY 1398 2 12 8 2250 70 47 695 386 78 US 11 MINOR ARTERIAL 2720 1 12 4 1700 50 26 696 386 202 US 11 MINOR ARTERIAL 6056 1 12 4 1700 50 26 697 387 386 TOWNSHIP RD 436 COLLECTOR 3562 1 12 4 1575 35 26 698 388 389 US 11 MINOR ARTERIAL 1706 2 12 4 1750 30 26 699 389 200 N MARKET ST MINOR ARTERIAL 243 2 12 4 1750 40 26 700 389 390 US 11 MINOR ARTERIAL 579 2 12 4 1750 30 26 701 390 888 US 11 MINOR ARTERIAL 1129 2 12 4 1750 30 26 702 391 207 us 11 MINOR ARTERIAL 1964 1 12 4 1700 55 27 703 391 392 US 11 MINOR ARTERIAL 5019 1 12 4 1700 55 27 704 392 204 US 11 MINOR ARTERIAL 1464 1 12 4 1700 55 27 705 392 391 US 11 MINOR ARTERIAL 5019 1 12 4 1700 55 27 706 393 205 SR 4002 MINOR ARTERIAL 4296 1 12 4 1575 35 15 707 393 726 SR 4002 MINOR ARTERIAL 7019 1 12 4 1575 35 15 708 394 105 OFF RAMP 1-81 FREEWAY RAMP 210 1 12 4 1750 35 39 709 394 108 OFF RAMP 1-81 FREEWAY RAMP 343 1 12 4 1700 40 39 710 395 385 1-81 FREEWAY 1984 2 12 8 2250 70 47 711 396 208 SR 239 MINOR ARTERIAL 1177 1 12 4 1750 40 15 712 396 928 SR 239 MINOR ARTERIAL 1225 1 12 4 1700 40 15 713 397 258 SR 239 MINOR ARTERIAL 1635 1 12 4 1350 30 15 714 397 370 US 11 MINOR ARTERIAL 2006 1 12 4 1350 30 15 715 397 604 US 11 MINOR ARTERIAL 1725 1 12 4 1350 30 15 716 398 209 SR 4016 MINOR ARTERIAL 2430 1 10 0 1700 45 9 717 398 627 SR 4016 MINOR ARTERIAL 2744 1 12 4 1750 45 9 718 399 210 SR 29 MINOR ARTERIAL 1988 1 10 2 1750 40 10 KLD Engineering, P.C.

Susquehanna Susquehanna Steam Electric Station Steam Electric Station K-78 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

719 401 746 SR 424 MINOR ARTERIAL 3437 1 12 4 1700 65 47 720 401 1137 SR 424 MINOR ARTERIAL 1885 1 12 4 1750 65 47 721 402 182 US 11 MINOR ARTERIAL 9505 2 12 4 1900 60 9 722 402 1042 US 11 MINOR ARTERIAL 1851 1 12 4 1700 60 9 723 403 311 SR 424 MINOR ARTERIAL 2278 1 12 4 1750 65 47 724 403 408 SR 424 MINOR ARTERIAL 3225 1 12 4 1700 65 43 725 404 183 US 11 MINOR ARTERIAL 4178 2 12 4 1900 60 16 726 404 208 US 11 MINOR ARTERIAL 3120 1 12 4 1750 40 15 727 405 841 SR 29 MINOR ARTERIAL 1493 1 10 2 1350 30 10 728 406 181 US 11 MINOR ARTERIAL 1331 1 12 4 1750 50 10 729 406 210 US 11 MINOR ARTERIAL 2394 1 10 0 1750 40 10 730 407 153 US 11 MINOR ARTERIAL 3146 1 12 4 1700 60 10 731 407 209 US 11 MINOR ARTERIAL 10026 1 12 4 1700 60 9 732 408 312 SR 424 MINOR ARTERIAL 2104 1 12 4 1750 65 43 733 408 403 SR 424 MINOR ARTERIAL 3225 1 12 4 1700 65 43 734 409 674 CHURCH ST LOCAL ROADWAY 3800 2 12 4 1900 40 42 735 410 212 COAL ST LOCAL ROADWAY 1269 1 10 0 1750 30 10 736 411 212 FLAT RD LOCAL ROADWAY 564 1 10 0 1750 30 10 737 412 212 US 11 MINOR ARTERIAL 1738 1 12 4 1750 40 10 738 412 415 US 11 MINOR ARTERIAL 1354 1 12 4 1700 40 11 739 413 412 NOTTINGHAM ST LOCAL ROADWAY 2265 1 12 4 1350 30 10 740 415 213 US 11 MINOR ARTERIAL 1040 1 12 4 1750 40 11 741 415 412 US 11 MINOR ARTERIAL 1354 1 12 4 1700 40 11 742 416 415 DOWNING ST LOCAL ROADWAY 954 1 12 4 1350 30 11 743 417 418 WASHINGTON AVE COLLECTOR 1104 1 12 4 1700 40 11 Susquehanna Steam Electric Station K-79 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0 0

0 744 417 709 US 11 MINOR ARTERIAL 1204 1 12 4 1700 40 11 745 417 787 US 11 MINOR ARTERIAL 562 1 12 4 1750 40 11 746 418 417 WASHINGTON AVE COLLECTOR 1104 1 12 4 1750 40 11 747 420 931 SR 4010 MINOR ARTERIAL 2212 1 12 4 1700 40 15 748 421 224 SWEET VALLEY RD COLLECTOR 520 1 12 4 1700 50 15 749 421 423 SWEET VALLEY RD COLLECTOR 894 1 12 4 1700 50 15 750 422 154 US 11 MINOR ARTERIAL 869 1 12 4 1700 60 10 751 422 157 US 11 MINOR ARTERIAL 1085 2 12 4 1900 60 10 752 423 421 SWEET VALLEY RD COLLECTOR 894 1 12 4 1700 50 15 753 423 580 SWEET VALLEY RD COLLECTOR 2608 1 12 4 1700 50 8 754 424 222 SR 239 MINOR ARTERIAL 2920 1 10 0 1700 45 8 755 424 588 SR 239 MINOR ARTERIAL 1882 1 10 0 1700 45 8 756 425 307 CHURCH ST MINOR ARTERIAL 1269 2 12 4 1750 30 42 757 425 427 E CHAPEL ST LOCAL ROADWAY 2214 1 12 4 1350 30 42 758 425 527 CHURCH ST LOCAL ROADWAY 1355 1 12 4 1750 30 42 759 426 425 E CHAPEL ST LOCAL ROADWAY 413 1 12 4 1750 30 42 760 426 656 VINE ST LOCAL ROADWAY 1295 1 12 4 1750 30 42 761 427 324 S POPLAR ST LOCAL ROADWAY 1185 1 12 4 1350 30 42 762 427 425 E CHAPEL ST LOCAL ROADWAY 2214 1 12 4 1750 30 42 763 427 528 S POPLAR ST LOCAL ROADWAY 1389 1 12 4 1350 30 42 764 428 222 SR 239 MINOR ARTERIAL 3561 1 10 0 1700 45 8 765 428 430 SR 239 MINOR ARTERIAL 3102 1 10 0 1700 45 8 766 429 98 SR 931 MINOR ARTERIAL 5747 2 12 4 1900 60 42 767 429 518 SR 931 MINOR ARTERIAL 1593 2 12 4 1750 40 42 768 430 431 SR 239 MINOR ARTERIAL 2189 1 10 0 1700 45 8 Susquehanna Steam Electric Station K-80 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

IbV 431 11_ SK 239 MINUO AKIERIAL 4545 1 10 U 1/50 458 770 432 433 DIAMOND ST LOCAL ROADWAY 844 1 12 4 1350 30 42 771 433 434 DIAMOND ST MINOR ARTERIAL 419 2 12 4 1750 30 42 772 434 306 SR 93 MINOR ARTERIAL 530 2 12 4 1900 35 42 773 434 655 SR 924 MINOR ARTERIAL 305 2 12 4 1900 50 42 774 434 823 SR 93 MINOR ARTERIAL 1005 2 12 4 1750 30 42 775 435 312 SR 93 MINOR ARTERIAL 2058 1 12 4 1750 30 43 776 437 307 CHURCH ST LOCAL ROADWAY 486 1 12 4 1750 30 42 777 437 657 GREEN ST LOCAL ROADWAY 452 1 12 4 1350 30 42 778 438 437 GREEN ST LOCAL ROADWAY 1773 1 12 4 1750 30 42 779 438 685 CEDAR ST LOCAL ROADWAY 654 1 12 4 1750 30 42 780 439 220 SR 239 MINOR ARTERIAL 6760 1 12 4 1750 50 7 781 439 609 BETHEL HILL RD LOCAL ROADWAY 8530 1 10 0 1700 45 7 782 440 306 SR 93 MINOR ARTERIAL 1802 2 12 4 1900 35 42 783 440 656 SR 93 MINOR ARTERIAL 611 2 12 4 1750 30 42 784 441 440 LOCUST ST LOCAL ROADWAY 491 1 12 4 1750 30 42 785 442 529 SR 309 MINOR ARTERIAL 1018 1 12 4 1750 30 42 786 443 308 ARTHUR ST LOCAL ROADWAY 981 1 12 4 1350 30 42 787 443 442 E 5TH ST LOCAL ROADWAY 3343 1 12 4 1750 30 42 788 444 916 SR 239 MINOR ARTERIAL 1413 1 10 2 1700 40 6 789 445 444 SR 239 MINOR ARTERIAL 1279 1 10 2 1700 40 6 790 446 313 SR 309 MINOR ARTERIAL 1834 2 12 4 1750 30 42 791 446 314 SR 309 MINOR ARTERIAL 338 1 12 4 1750 30 42 792 447 313 FISHERS HILL LOCAL ROADWAY 1063 1 12 4 1750 30 40 793 447 532 FISHERS HILL COLLECTOR 1574 1 12 4 1750 40 40 Susquehanna Steam Electric Station K-81 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0 0 0

794 448 915 SR 239 MINOR ARTERIAL 4573 1 10 2 1700 40 6 795 449 451 SR 487 MINOR ARTERIAL 3188 1 10 0 1700 60 6 796 449 1134 SR-239 COLLECTOR 8552 1 12 4 1700 45 6 797 450 935 CAMP LEVIGNE RD COLLECTOR 8423 1 12 0 1700 40 1 798 451 658 SR 487 MINOR ARTERIAL 4128 1 12 4 1700 50 6 799 452 644 SR 254 MINOR ARTERIAL 1694 1 12 4 1700 45 6 800 453 229 WINDING ROAD COLLECTOR 2081 1 10 0 1750 40 13 801 454 465 SR 339 MINOR ARTERIAL 483 1 12 4 1350 30 45 802 455 234 SR 487 MINOR ARTERIAL 2505 1 10 0 1700 50 21 803 455 456 SR 487 MINOR ARTERIAL 1985 1 12 4 1700 40 21 804 456 891 SR 487 MINOR ARTERIAL 1873 1 12 4 1700 45 21 805 457 637 SR 487 MINOR ARTERIAL 1791 1 12 4 1700 45 20 806 458 24 SR 339 MINOR ARTERIAL 4534 1 12 4 1700 50 35 807 458 1106 SR 339 MINOR ARTERIAL 4432 1 12 4 1350 30 35 808 459 292 SR 339 MINOR ARTERIAL 2309 1 12 4 1700 50 35 809 460 532 MAIN ST COLLECTOR 2107 1 12 4 1750 40 40 810 460 801 MAIN ST COLLECTOR 2678 1 12 4 1700 40 40 811 461 293 SR 339 MINOR ARTERIAL 4986 1 12 4 1750 50 35 812 462 629 SR 339 MINOR ARTERIAL 3246 1 12 4 1700 50 45 813 463 800 AIRPORT RD COLLECTOR 3293 1 12 4 1700 40 40 814 463 1119 AIRPORT RD COLLECTOR 2191 1 12 4 1750 40 39 815 464 988 MAIN BLVD MINOR ARTERIAL 1709 1 12 4 1700 50 46 816 465 471 SR 339 MINOR ARTERIAL 1211 1 12 4 1700 40 45 BRUCK MOUNTAIN 817 466 299 RD COLLECTOR 3083 1 12 4 1700 40 45 Susquehanna Steam Electric Station K-82 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

818 4b7 200 SR 93 MINOR ARTERIAL 1589 2 12 4 1750 40 26 819 467 240 SR 93 MINOR ARTERIAL 2681 1 12 4 1750 30 26 820 468 747 SR 339 MINOR ARTERIAL 1910 1 12 4 1700 50 26 821 469 240 SR 93 MINOR ARTERIAL 1527 1 12 4 1750 30 26 822 470 469 SR 93 MINOR ARTERIAL 3756 1 12 4 1750 30 26 823 471 462 SR 339 MINOR ARTERIAL 2582 1 12 4 1700 50 45 824 472 253 SR 93 MINOR ARTERIAL 5279 1 12 4 1700 55 26 825 473 254 SR 239 MINOR ARTERIAL 8293 1 12 4 1700 40 26 826 474 254 SR 239 MINOR ARTERIAL 4432 1 12 4 1700 40 27 827 475 474 HOBBLE RD COLLECTOR 6866 1 12 2 1700 40 27 828 476 861 SR 3036 MINOR ARTERIAL 3615 1 12 4 1700 50 26 829 477 859 MAIN ST LOCAL ROADWAY 633 1 12 4 1350 30 16 830 477 1062 SR 3004 MINOR ARTERIAL 5964 1 12 4 1700 50 16 831 478 668 SR 1005 MINOR ARTERIAL 955 1 12 4 1350 30 45 832 479 866 BLUE RIDGE TRAIL COLLECTOR 2203 1 12 4 1575 35 17 HOLLY LYNN TRAIL 833 480 463 PARK RD COLLECTOR 482 1 12 4 1700 40 39 834 481 266 BLUE RIDGE TRAIL COLLECTOR 3731 1 12 4 1700 50 17 835 481 267 BLUE RIDGE TRAIL COLLECTOR 5480 1 12 4 1700 50 17 836 482 271 CR 23 MINOR ARTERIAL 1319 1 12 4 1700 40 17 837 484 120 SR 3007 MINOR ARTERIAL 2864 1 12 4 1700 40 17 838 484 336 SR 3009 MINOR ARTERIAL 2611 1 12 4 1750 40 17 839 485 852 SR 3007 MINOR ARTERIAL 1504 1 12 4 1350 30 17 840 486 485 SR 3008 MINOR ARTERIAL 1204 1 12 4 1750 30 17 841 487 485 SR 3007 MINOR ARTERIAL 8000 1 12 4 1750 45 17 Susquehanna Steam Electric Station K-83 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

842 488 838 SR 29 MINOR ARTERIAL 1565 1 10 2 1350 30 10 843 489 837 SR 29 MAJOR ARTERIAL 1877 1 12 4 1350 30 10 844 490 807 AIRPORT RD MINOR ARTERIAL 1149 2 12 4 1900 40 39 845 491 316 SR 309 MINOR ARTERIAL 3945 1 12 4 1750 60 40 846 491 549 SR 309 MINOR ARTERIAL 1294 1 12 4 1700 60 40 847 492 496 E BUTLER DR COLLECTOR 1529 1 12 4 1700 40 32 848 493 946 SR 118 MINOR ARTERIAL 2703 1 10 1 1700 50 4 849 494 283 SR 3004 MINOR ARTERIAL 3874 1 10 4 1350 30 9 850 495 492 E BUTLER DR COLLECTOR 4609 1 12 4 1700 40 32 851 496 497 E BUTLER DR COLLECTOR 1680 1 12 4 1700 40 32 852 497 322 E BUTLER DR LOCAL ROADWAY 2250 1 12 4 1750 30 32 853 498 669 53069 RD COLLECTOR 572 1 12 4 1700 40 45 854 499 284 OLD NEWPORT ST LOCAL ROADWAY 8700 1 10 4 1750 30 10 855 500 284 ROBERT ST COLLECTOR 2943 1 12 4 1750 30 10 856 501 181 BROADWAY COLLECTOR 4067 1 12 4 1750 40 10 857 501 508 MAIN ST LOCAL ROADWAY 3191 1 12 4 1750 30 10 858 502 287 S PROSPECT ST LOCAL ROADWAY 3848 1 10 0 1750 30 10 859 502 1073 UNION ST LOCAL ROADWAY 678 1 12 4 1350 30 10 860 503 501 S MARKET ST LOCAL ROADWAY 2747 1 10 0 1750 30 10 861 503 502 UNION ST LOCAL ROADWAY 332 1 12 4 1350 30 10 862 504 501 MAIN ST LOCAL ROADWAY 710 1 12 4 1750 30 10 863 505 503 UNION ST LOCAL ROADWAY 2385 1 12 4 1350 30 10 864 506 288 KOSCIUSZKO ST LOCAL ROADWAY 3887 1 10 4 1750 30 10 865 506 508 KOSCIUSZKO ST LOCAL ROADWAY 1731 1 10 4 1750 30 10 866 507 146 ACCADEMY ST COLLECTOR 528 1 12 4 1350 30 11 Susquehanna Steam Electric Station K-84 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

867 508 501 MAIN ST LOCAL ROADWAY 3194 1 12 4 1750 30 10 868 508 1072 SANS SOUCI PKWY COLLECTOR 2432 1 12 4 1700 40 10 869 509 507 HANOVER ST COLLECTOR 2723 1 12 4 1700 40 10 870 510 509 HANOVER ST COLLECTOR 3806 1 12 4 1700 60 10 871 511 333 SR 2022 MINOR ARTERIAL 2626 1 12 4 1750 40 38 872 512 333 SUGARLOAF AVE LOCAL ROADWAY 2281 1 12 4 1750 30 38 873 513 21 SR 93 MINOR ARTERIAL 2366 1 12 4 1750 40 38 874 513 333 SR 93 MINOR ARTERIAL 2009 1 12 4 1750 40 38 875 514 187 SR 93 MINOR ARTERIAL 5119 1 12 4 1700 60 38 876 514 333 SR 93 MINOR ARTERIAL 5570 1 12 4 1750 40 38 877 515 514 CR 37 COLLECTOR 6182 1 12 4 1750 40 38 878 516 514 CR 40 COLLECTOR 2361 1 12 4 1750 40 38 879 517 518 SOUTH BROAD ST LOCAL ROADWAY 997 1 12 4 1750 30 42 880 517 819 SOUTH BROAD ST MINOR ARTERIAL 593 2 12 4 1750 35 42 881 517 822 SR 93 MINOR ARTERIAL 497 2 12 4 1750 30 42 882 518 429 SR 931 MINOR ARTERIAL 1593 2 12 4 1900 40 42 883 518 655 SR 931 MINOR ARTERIAL 1504 2 12 4 1900 40 42 884 519 816 SR 93 MINOR ARTERIAL 2482 2 12 4 1750 45 42 885 519 819 SOUTH BROAD ST MINOR ARTERIAL 1577 2 12 4 1750 35 42 886 520 521 SR 93 MINOR ARTERIAL 2531 2 12 4 1750 45 41 887 520 814 SR 93 MINOR ARTERIAL 555 2 12 4 1900 45 41 888 521 520 SR 93 MINOR ARTERIAL 2531 2 12 4 1750 45 41 889 521 809 SR 93 MINOR ARTERIAL 1556 2 12 4 1750 45 39 890 523 314 W 15TH ST LOCAL ROADWAY 2837 1 12 4 1750 30 42 891 523 432 GRANT ST LOCAL ROADWAY 3005 1 12 0 1350 30 42 Susquehanna Steam Electric Station K-85 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

892 523 824 WASHINGTON AVE LOCAL ROADWAY 1851 1 12 4 1350 30 42 893 524 814 SR 93 MINOR ARTERIAL 789 2 12 4 1900 45 42 894 524 816 SR 93 MINOR ARTERIAL 548 2 12 4 1750 45 42 895 526 311 S POPLAR ST COLLECTOR 3818 1 12 4 1750 40 47 896 527 409 CHURCH ST LOCAL ROADWAY 1570 1 12 4 1350 30 42 897 527 528 E BUTTONWOOD ST LOCAL ROADWAY 2164 1 12 4 1350 30 42 898 528 527 E BUTTONWOOD ST LOCAL ROADWAY 2164 1 12 4 1750 30 42 899 528 1136 S POPLAR ST COLLECTOR 4078 1 12 4 1750 40 42 900 529 437 CHURCH ST LOCAL ROADWAY 1431 1 12 4 1750 30 42 901 529 660 DIAMOND ST LOCAL ROADWAY 502 1 12 4 1350 30 42 902 530 681 SOUTH ST COLLECTOR 3573 1 12 4 1700 45 32 903 531 322 SR 940 MINOR ARTERIAL 1326 1 12 4 1750 30 32 904 532 447 FISHERS HILL COLLECTOR 1574 1 12 4 1700 40 40 905 532 551 SR 940 MINOR ARTERIAL 747 1 12 4 1700 40 40 906 532 802 SR 940 MINOR ARTERIAL 1203 1 12 4 1750 40 40 907 533 446 E 17TH ST LOCAL ROADWAY 3203 1 12 4 1350 30 42 908 534 535 E 9TH ST LOCAL ROADWAY 3245 1 12 4 1350 30 43 909 535 443 ARTHUR ST COLLECTOR 794 1 12 4 1350 30 42 910 535 533 ARTHUR ST LOCAL ROADWAY 1586 1 12 4 1350 30 42 911 536 391 PLANT RD MINOR ARTERIAL 691 2 12 4 1900 40 27 912 537 400 SR 309 MINOR ARTERIAL 3081 1 12 4 1700 50 47 913 538 608 SR 309 MINOR ARTERIAL 2847 1 12 4 1700 55 32 914 539 337 SR 2047 MINOR ARTERIAL 6341 1 12 4 1700 45 18 915 540 278 S MAIN RD COLLECTOR 4663 1 12 4 1700 55 18 916 541 278 S MAIN RD COLLECTOR 4177 1 10 2 1700 45 18 Susquehanna Steam Electric Station K-86 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

91/ 541 b/.5 5 MAIN KU LULLLIUK 8859 1 10 2 1700 18 918 542 352 SR 309 MINOR ARTERIAL 1206 1 12 4 1700 45 11 919 543 289 SANS SOUCI PKWY MINOR ARTERIAL 2291 2 12 4 1750 40 11 920 543 1102 SANS SOUCI PKWY MINOR ARTERIAL 5065 2 12 4 1750 50 10 921 544 734 SANS SOUCI PKWY MINOR ARTERIAL 2552 2 12 4 1750 40 11 922 545 316 SR 309 MINOR ARTERIAL 2171 1 12 4 1750 40 40 923 545 796 SR 309 MINOR ARTERIAL 663 1 12 4 1750 40 40 924 546 734 FELLOWS AVE COLLECTOR 3052 1 12 4 1750 40 11 925 547 289 ALTA RD LOCAL ROADWAY 506 1 12 4 1750 30 11 926 547 1023 MAIN RD LOCAL ROADWAY 1508 1 12 4 1350 30 11 927 548 1021 S MAIN ST COLLECTOR 1141 1 12 4 1700 40 11 928 549 315 SR 309 MINOR ARTERIAL 1035 1 12 4 1700 60 40 929 549 491 SR 309 MINOR ARTERIAL 1287 1 12 4 1700 60 40 930 550 304 CHAPPEL RD COLLECTOR 1372 1 12 4 1700 40 46 931 551 552 SR 940 MINOR ARTERIAL 2861 1 12 4 1700 45 40 932 552 673 SR 940 MINOR ARTERIAL 2357 1 12 4 1700 45 43 933 553 991 MAIN BLVD MINOR ARTERIAL 2075 1 12 4 1700 55 46 934 554 990 MAIN BLVD MINOR ARTERIAL 3272 1 12 4 1700 50 46 935 555 302 SR 931 MINOR ARTERIAL 9392 1 12 4 1750 45 46 936 556 625 SR 931 MINOR ARTERIAL 2537 2 12 4 1750 45 41 937 557 302 CHESTNUT HILL DR LOCAL ROADWAY 1275 1 12 4 1750 30 46 938 558 556 MAPLEWOOD DR LOCAL ROADWAY 2281 1 12 4 1750 30 47 939 558 624 FOREST RD LOCAL ROADWAY 2501 1 12 4 1700 40 47 940 559 625 FRONT ST LOCAL ROADWAY 1233 1 12 4 1750 30 41 941 560 97 COMMERECE DR LOCAL ROADWAY 2341 1 12 4 1750 30 41 Susquehanna Steam Electric Station K-87 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

0 942 561 98 2ND ST LOCAL ROADWAY 460 1 12 4 1350 30 41 943 562 517 WINTERS AVE LOCAL ROADWAY 2919 1 12 4 1750 30 42 944 563 293 SR 2022 MINOR ARTERIAL 2163 1 12 4 1750 40 35 945 564 295 SR 2026 MINOR ARTERIAL 9476 1 12 4 1700 40 36 946 565 498 53069 RD COLLECTOR 1634 1 12 4 1350 30 45 947 566 194 EDGAR AVE LOCAL ROADWAY 1794 1 12 4 1750 30 35 948 566 737 SR 1004 MINOR ARTERIAL 1856 1 12 4 1700 40 35 949 567 226 SR 487 MINOR ARTERIAL 3548 1 10 0 1700 60 13 950 568 653 SWEET VALLEY RD COLLECTOR 2635 1 12 4 1700 50 4 951 569 568 SWEET VALLEY RD COLLECTOR 7777 1 12 4 1700 50 4 952 570 569 SWEET VALLEY RD COLLECTOR 4630 1 12 4 1700 50 4 953 571 793 SR 309 MINOR ARTERIAL 2557 2 10 4 1750 45 31 954 571 796 SR 309 MINOR ARTERIAL 1335 2 12 4 1900 40 40 955 572 570 SWEET VALLEY RD COLLECTOR 8284 1 12 4 1700 40 3 956 573 572 SWEET VALLEY RD COLLECTOR 5255 1 12 4 1700 40 3 957 574 794 BUTLER DR COLLECTOR 7024 1 12 4 1700 40 31 958 575 1046 SWEET VALLEY RD COLLECTOR 3709 1 12 4 1700 50 8 959 576 575 SWEET VALLEY RD COLLECTOR 5201 1 12 4 1700 50 8 960 577 1160 BUTLER DR COLLECTOR 3060 1 12 4 1700 40 31 961 578 576 SWEET VALLEY RD COLLECTOR 7554 1 12 4 1700 50 8 962 579 578 SWEET VALLEY RD COLLECTOR 3742 1 12 4 1700 50 8 963 579 580 SWEET VALLEY RD COLLECTOR 3767 1 12 4 1700 50 8 964 580 423 SWEET VALLEY RD COLLECTOR 2620 1 12 4 1700 50 8 965 580 579 SWEET VALLEY RD COLLECTOR 3781 1 12 4 1700 50 8 966 581 453 WINDING ROAD COLLECTOR 6125 1 10 0 1700 40 13 Susquehanna Steam Electric Station K-88 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

7 967 582 581 WINDING ROAD LOCAL ROADWAY 2620 1 10 0 1350 30 13 968 583 950 WINDING ROAD LOCAL ROADWAY 2704 1 10 0 1350 30 14 969 584 953 SR 4006 MINOR ARTERIAL 1893 1 10 0 1700 40 14 970 585 951 SR 4006 MINOR ARTERIAL 4501 1 10 0 1700 55 14 971 586 585 SR 4006 MINOR ARTERIAL 2872 1 12 4 1700 55 14 972 587 586 SR 4006 MINOR ARTERIAL 6745 1 10 0 1700 55 14 973 588 424 SR 239 MINOR ARTERIAL 1870 1 10 0 1700 45 8 974 588 930 SR 239 MINOR ARTERIAL 2217 1 10 0 1700 45 15 975 589 420 SR 4010 MINOR ARTERIAL 3883 1 12 4 1700 40 15 976 590 577 CR 37 COLLECTOR 6538 1 12 4 1700 40 39 977 591 538 SR 309 MINOR ARTERIAL 1867 2 12 4 1900 55 32 978 591 594 S MAIN RD COLLECTOR 1218 1 12 4 1700 40 32 979 591 596 SR 309 MINOR ARTERIAL 923 2 12 4 1900 50 32 980 592 883 RIDGE RD COLLECTOR 1468 1 12 4 1700 40 14 981 593 592 RIDGE RD COLLECTOR 5880 1 12 4 1700 50 14 982 593 595 RIDGE RD COLLECTOR 4905 1 12 4 1700 50 14 983 594 192 S MAIN RD COLLECTOR 2808 1 12 4 1700 40 32 984 594 591 S MAIN RD COLLECTOR 1218 1 12 4 1700 40 32 985 595 597 N BENDERTON RD LOCAL ROADWAY 7146 1 10 0 1700 50 14 986 596 189 SR 309 MINOR ARTERIAL 3148 1 12 4 1700 50 29 987 596 591 SR 309 MINOR ARTERIAL 923 2 12 4 1900 50 32 988 597 217 N BENDERTON RD LOCAL ROADWAY 6008 1 10 0 1700 40 7 989 598 654 SR 4011 MINOR ARTERIAL 4659 1 10 0 1700 45 7 990 599 598 SR 4011 MINOR ARTERIAL 4925 1 10 0 1700 45 7 991 599 601 SR 4011 MINOR ARTERIAL 8011 1 10 0 1700 45 7 Susquehanna Steam Electric Station K-89 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0 0

992 600 205 US 11 MINOR ARTERIAL 3183 1 12 4 1700 55 16 993 600 602 US 11 MINOR ARTERIAL 2552 1 12 4 1700 55 16 994 601 603 SR 4011 MINOR ARTERIAL 7788 1 10 0 1700 45 2 995 602 600 US 11 MINOR ARTERIAL 2552 1 12 4 1700 55 16 996 602 604 US 11 MINOR ARTERIAL 5978 1 12 4 1700 55 15 997 603 605 SR 4011 MINOR ARTERIAL 5194 1 10 0 1700 45 2 998 604 397 US 11 MINOR ARTERIAL 1590 1 12 4 1750 30 15 999 604 602 US 11 MINOR ARTERIAL 5978 1 12 4 1700 55 15 1000 605 606 SR 4011 MINOR ARTERIAL 4290 1 10 0 1750 45 2 1001 606 941 SR 118 MINOR ARTERIAL 1750 1 12 4 1700 50 2 1002 608 276 SR 309 MINOR ARTERIAL 6884 1 12 4 1700 55 32 1003 609 439 BETHEL HILL RD LOCAL ROADWAY 8530 1 10 0 1700 45 7 1004 609 610 BETHEL HILL RD LOCAL ROADWAY 3214 1 10 0 1700 45 7 1005 610 612 BETHEL HILL RD LOCAL ROADWAY 3766 1 10 0 1700 40 7 1006 611 277 CR 21 MINOR ARTERIAL 2024 1 12 4 1750 40 18 1007 612 613 BETHEL HILL RD LOCAL ROADWAY 6948 1 10 0 1700 45 7 1008 613 614 BETHEL HILL RD COLLECTOR 3139 1 10 0 1700 40 3 1009 614 615 BETHEL HILL RD COLLECTOR 4619 1 10 0 1700 40 3 1010 615 616 BETHEL HILL RD COLLECTOR 2816 1 10 0 1700 40 3 1011 616 617 BETHEL HILL RD COLLECTOR 4695 1 10 0 1700 45 3 1012 617 618 BETHEL HILL RD COLLECTOR 4795 1 10 0 1700 45 3 1013 618 619 BETHEL HILL RD COLLECTOR 3807 1 10 0 1700 45 3 1014 619 620 SR 118 MINOR ARTERIAL 3464 1 12 4 1700 60 3 1015 619 945 SR 118 MINOR ARTERIAL 6400 1 12 4 1700 60 3 1016 620 621 SR 118 MINOR ARTERIAL 18919 1 12 4 1700 60 3 Susquehanna Steam Electric Station K-90 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

121/ bzl b53 SR 118 MINOR AR I RIAL 5413 1 1z 4 1700 50 4 1018 622 556 SR 931 MINOR ARTERIAL 657 2 12 4 1750 45 47 1019 623 611 CR 21 MINOR ARTERIAL 2400 1 12 4 1700 45 18 1020 624 557 FOREST RD LOCAL ROADWAY 3584 1 12 4 1700 40 46 1021 624 1130 SCOTCH PINE DR LOCAL ROADWAY 1956 1 12 4 1750 30 47 1022 625 626 SR 931 MINOR ARTERIAL 1841 2 12 4 1900 45 41 1023 626 97 SR 931 MINOR ARTERIAL 988 2 12 4 1750 45 41 1024 627 398 SR 4016 MINOR ARTERIAL 2749 1 10 0 1700 45 9 1025 627 927 SR 4016 MINOR ARTERIAL 3676 1 12 4 1700 45 9 1026 628 539 SR 2047 MINOR ARTERIAL 2363 1 12 4 1700 45 18 1027 629 630 SR 339 MINOR ARTERIAL 4224 1 12 4 1700 50 45 1028 630 986 SR 339 MINOR ARTERIAL 2154 1 12 4 1700 50 45 1029 631 632 MAIN BLVD MINOR ARTERIAL 1149 1 12 4 1700 50 50 45 44 44 1700 1030 632 633 SR 399 MINOR ARTERIAL 1399 11 12 1700 45 45 3716 1031 634 985 SR 339 MINOR ARTERIAL ARTERIAL 1487 1 12 4 1700 40 45 298 SR 339 1032 635 50 35 636 977 SR 339 MINOR ARTERIAL 3377 1 12 4 1700 1033 638 SR 487 MINOR ARTERIAL 3742 1 12 4 1700 50 20 1034 637 SR 487 MINOR ARTERIAL 4094 1 12 4 1700 60 20 103S 638 892 SR 487 MINOR ARTERIAL 3126 1 12 4 1700 50 21 1036 639 640 SR 487 MINOR ARTERIAL 1643 1 12 4 1700 60 21 1037 640 5 1-80 FREEWAY 1577 2 12 4 2250 70 20 1038 641 4 1-80 FREEWAY 8552 2 12 4 2250 70 20 1039 641 642 1-80 FREEWAY 8552 2 12 4 2250 70 20 1040 642 641 1-80 FREEWAY 3798 2 12 4 2250 70 34 1041 642 764 10174 62 1-0FEWY39 8 2L Engineering,0P.C.

Susquehanna Steam Electric Station K-91 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

0 1042 643 339 SR 487 MINOR ARTERIAL 2911 1 12 4 1750 40 20 1043 643 967 SR 487 MINOR ARTERIAL 3641 1 12 4 1750 40 34 1044 644 908 ROHRSBURG RD COLLECTOR 1499 1 12 4 1700 40 6 1045 645 1091 SR 254 MINOR ARTERIAL 4826 1 12 4 1700 40 12 1046 646 895 SR 487 MINOR ARTERIAL 1587 1 10 0 1700 40 13 1047 646 898 SR 487 MINOR ARTERIAL 2705 1 10 0 1700 50 13 1048 647 241 SR 93 MINOR ARTERIAL 4865 1 12 4 1575 35 21 1049 648 326 SR 29 MINOR ARTERIAL 5231 1 12 4 1700 55 5 1050 649 330 SR 29 MINOR ARTERIAL 2184 1 12 4 1350 30 4 1051 650 325 SR 29 MINOR ARTERIAL 2914 1 12 4 1350 30 4 1052 651 328 SR 29 MINOR ARTERIAL 2155 1 12 4 1700 50 4 1053 652 651 SR 29 MINOR ARTERIAL 1280 1 12 4 1700 50 4 1054 653 493 SR 118 MINOR ARTERIAL 1371 1 10 1 1750 50 4 1055 654 217 BONNIEVILLE RD COLLECTOR 2434 1 12 4 1700 50 7 1056 655 306 CAN DO EXPY LOCAL ROADWAY 786 1 12 4 1350 30 42 1057 655 518 SR 931 MINOR ARTERIAL 1504 2 12 4 1750 40 42 1058 656 307 SR 93, MINOR ARTERIAL 472 2 12 4 1750 30 42 1059 656 440 SR 93 MINOR ARTERIAL 611 2 12 4 1750 30 42 1060 657 441 GREEN ST LOCAL ROADWAY 574 1 12 4 1350 30 42 1061 657 656 VINE ST LOCAL ROADWAY 520 1 12 4 1750 30 42 1062 658 692 SR 487 MINOR ARTERIAL 5626 1 10 0 1700 60 6 1063 659 125 1-81 FREEWAY 2381 2 12 8 2250 65 11 1064 660 432 DIAMOND ST LOCAL ROADWAY 2265 1 12 4 1350 30 42 1065 660 657 VINE ST LOCAL ROADWAY 1128 1 12 4 1350 30 42 1066 661 529 DIAMOND ST LOCAL ROADWAY 1903 1 12 4 1750 30 42 Susquehanna Steam Electric Station K-92 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

1UbI bbl b8S4 LUDAR SI LULAL KUAUWAY US9 I 1L 4 1Ibu 3U 4L 1068 662 864 SR 239 MINOR ARTERIAL 2803 1 12 4 900 20 27 1069 663 550 SR 1005 MINOR ARTERIAL 1323 1 12 4 1350 30 46 1070 663 664 SCHOOL HOUSE RD COLLECTOR 899 1 12 4 1700 40 46 1071 664 303 SCHOOL HOUSE RD COLLECTOR 2285 1 12 4 1700 40 46 NUREMBURG 1072 665 663 MOUNTAIN RD LOCAL ROADWAY 3229 1 12 4 1575 35 46 1073 666 665 SR 1005 MINOR ARTERIAL 4007 1 12 4 1350 30 46 1074 667 994 SR 1005 MINOR ARTERIAL 1628 1 12 4 1700 40 45 1075 668 996 SR 1005 MINOR ARTERIAL 1970 1 12 4 1700 40 45 1076 669 478 SR 1005 MINOR ARTERIAL 1089 1 12 4 1350 30 45 1077 670 997 LAKE VALLEY DR LOCAL ROADWAY 1514 1 12 4 1700 40 46 1078 671 995 SR 3024 MINOR ARTERIAL 6935 1 12 4 1700 40 38 1079 672 176 1-81 FREEWAY 3705 3 12 4 2250 70 29 1080 672 831 1-81 FREEWAY 3557 2 12 4 2250 70 29 1081 673 1004 SR 940 MINOR ARTERIAL 778 1 12 4 1700 45 43 1082 674 1114 SR 309 MINOR ARTERIAL 1925 2 12 4 1750 50 47 1083 675 698 S MAIN RD COLLECTOR 4599 1 10 2 1750 45 18 1084 676 593 BENDERTOWN RD COLLECTOR 6649 1 10 0 1700 40 14 1085 676 693 SR 4011 MINOR ARTERIAL 3439 1 12 4 1700 40 14 1086 676 957 SR 4011 MINOR ARTERIAL 1619 1 10 0 1700 45 14 1087 677 587 SR 4006 MINOR ARTERIAL 2150 1 12 4 1700 40 14 1088 677 678 SR 4006 MINOR ARTERIAL 3255 1 12 4 1700 40 15 1089 678 696 SR 4006 MINOR ARTERIAL 2549 1 12 4 1700 40 15 1090 679 680 SR 4006 MINOR ARTERIAL 3302 1 10 0 1700 55 8 Susquehanna Steam Electric Station K-93 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

1091 680 221 SR 4006 MINOR ARTERIAL 1960 1 10 0 1750 50 8 1092 681 1010 SOUTH ST COLLECTOR 1307 1 12 4 1700 45 33 1093 682 167 1-80 FREEWAY 2904 2 12 8 2250 70 33 1094 683 171 1-81 FREEWAY 2157 2 12 8 2250 70 47 1095 683 385 1-81 FREEWAY 1398 2 12 8 2250 70 47 1096 684 438 CEDAR ST LOCAL ROADWAY 1851 1 12 4 1350 30 42 1097 685 324 SR 93 MINOR ARTERIAL 402 1 12 4 1350 30 42 LIGHTSTREET 1098 686 687 FOWLERSVILLE RD COLLECTOR 4147 1 10 0 1700 60 21 LIGHTSTREET 1099 687 688 FOWLERSVILLE RD COLLECTOR 3718 1 10 0 1700 60 21 LIGHTSTREET 1100 688 639 FOWLERSVILLE RD COLLECTOR 1403 1 10 0 1750 60 21 1101 689 235 SR 93 MINOR ARTERIAL 5207 1 12 4 1700 45 21 LIGHTSTREET 1102 690 686 FOWLERSVILLE RD COLLECTOR 7868 1 12 4 1700 60 21 1103 691 670 LAKE VALLEY DR LOCAL ROADWAY 4332 1 12 4 1700 40 46 1104 692 450 CAMP LEVIGNE RD COLLECTOR 3297 1 12 0 1700 40 6 1105 693 694 SR 4011 MINOR ARTERIAL 2139 1 12 4 1700 40 14 1106 694 883 SR 4011 MINOR ARTERIAL 2942 1 12 4 1700 40 14 1107 695 679 SR 4006 MINOR ARTERIAL 2108 1 10 0 1700 55 8 1108 696 695 SR 4006 MINOR ARTERIAL 3079 1 12 4 1700 40 15 PARAGON PRODUCE 1109 697 220 FARM RD LOCAL ROADWAY 6003 1 12 4 1750 40 7 1110 698 849 SR 309 MINOR ARTERIAL 2319 1 12 4 1750 45 18 1111 699 975 SR 2022 MINOR ARTERIAL 859 1 12 4 1575 35 36 Susquehanna Steam Electric Station K-94 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

1112 700 1068 SR 2022 MINOR ARTERIAL 10293 1 12 4 1700 50 36 1113 701 700 SR 2022 MINOR ARTERIAL 11695 1 12 4 1700 50 36 1114 702 1116 SR 2022 MINOR ARTERIAL 2111 1 12 4 900 20 37 1115 703 702 SR 2022 MINOR ARTERIAL 7956 1 12 4 1700 40 37 1116 704 703 SR 2022 MINOR ARTERIAL 4488 1 12 4 1700 40 37 1117 705 704 SR 2022 MINOR ARTERIAL 6733 1 12 4 1700 40 37 1118 705 706 SR 2022 MINOR ARTERIAL 13559 1 12 4 1700 50 38 1119 706 707 SR 2022 MINOR ARTERIAL 3827 1 12 4 1700 50 38 1120 707 511 SR 2022 MINOR ARTERIAL 2857 1 12 4 1700 40 38 1121 709 417 US 11 MINOR ARTERIAL 1204 1 12 4 1750 40 11 1122 710 1060 S MAIN ST COLLECTOR 1137 1 10 2 1750 40 11 1123 711 836 SR 29 MINOR ARTERIAL 767 1 12 4 1125 25 5 1124 712 719 E COUNTRY RD COLLECTOR 4757 1 12 4 1700 40 28 1125 713 712 E COUNTRY RD COLLECTOR 2722 1 12 4 1700 40 27 1126 714 475 HOBBLE RD COLLECTOR 1679 1 12 2 1700 40 27 1127 715 262 SR 239 MINOR ARTERIAL 1964 1 12 4 1700 40 27 1128 716 717 HOBBLE RD COLLECTOR 6503 1 12 2 1700 40 27 1129 716 1069 HOBBLE RD COLLECTOR 1934 1 12 2 1700 40 27 1130 717 714 HOBBLE RD COLLECTOR 788 1 12 2 1700 40 27 1131 718 727 CR 437 COLLECTOR 2259 1 12 4 1700 45 19 1132 719 720 CREEK RD COLLECTOR 6856 1 12 4 1700 40 28 1133 720 721 CREEK RD COLLECTOR 3657 1 12 4 1700 40 28 1134 721 1070 CREEK RD COLLECTOR 2360 1 12 4 1700 40 28 1135 722 240 SR 339 MINOR ARTERIAL 746 1 12 4 1750 30 26 1136 723 387 TOWNSHIP RD 436 LOCAL ROADWAY 2938 1 12 4 1575 35 26 Susquehanna Steam Electric Station K-95 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0 0

0 1137 724 723 TOWNSHIP RD 436 LOCAL ROADWAY 2946 1 12 4 1575 35 26 1138 725 724 STONE CHURCH RD LOCAL ROADWAY 3196 1 12 4 1575 3S 15 1139 726 393 SR 4002 MINOR ARTERIAL 7018 1 12 4 1575 35 15 1140 726 725 STONE CHURCH RD LOCAL ROADWAY 4596 1 12 4 1575 35 15 1141 726 1075 MINGLE INN RD COLLECTOR 7585 1 12 4 1575 35 15 1142 727 733 CR 437 COLLECTOR 1529 1 12 4 1700 45 18 1143 729 377 SUMMERHILL AVE COLLECTOR 1659 1 12 4 1700 40 23 1144 730 381 E 16TH ST LOCAL ROADWAY 1358 1 12 4 1350 30 26 1145 731 286 W KIRMAR AVE COLLECTOR 3002 1 12 4 1700 55 10 1146 732 208 SR 239 MINOR ARTERIAL 793 1 12 4 1750 40 15 1147 733 741 CR 437 COLLECTOR 1483 1 12 4 1700 45 18 1148 734 1020 SANS SOUCI PKWY MINOR ARTERIAL 1684 2 12 4 1900 40 11 1149 735 548 ST MARYS RD COLLECTOR 1297 1 12 4 1750 40 11 1150 735 734 ST MARYS RD LOCAL ROADWAY 1499 1 12 4 1750 30 11 1151 736 786 US 11 MINOR ARTERIAL 4197 1 12 4 1750 45 35 1152 736 833 US 11 MINOR ARTERIAL 3945 1 12 4 1750 45 34 1153 737 340 SEIPLE DR LOCAL ROADWAY 1903 1 12 4 1750 30 35 1154 737 785 SR 1004 MINOR ARTERIAL 922 1 12 4 1700 40 35 1155 1165 199 US 11 MINOR ARTERIAL 686 1 12 4 1750 35 25 1156 738 368 US 11 MINOR ARTERIAL 2048 1 12 4 1575 35 25 1157 739 738 BRIAR CREEK PLAZA MINOR ARTERIAL 477 2 12 4 1750 25 25 1158 740 199 S POPLAR ST COLLECTOR 1863 1 12 4 1750 35 25 1159 741 851 CR 437 COLLECTOR 1491 1 12 4 1700 45 18 1160 743 749 CR 437 COLLECTOR 3971 1 12 4 1700 50 18 1161 744 887 N MULBERRY S LOCAL ROADWAY 2413 1 12 4 1350 30 23 Susquehanna Steam Electric Station K-96 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

1162 745 469 DEWEY ST LOCAL ROADWAY 679 1 12 4 1750 30 26 1163 745 722 SR 93 MINOR ARTERIAL 1516 1 12 4 1350 30 26 1164 746 310 SR 424 MINOR ARTERIAL 543 2 12 4 1750 65 47 1165 746 401 SR 424 MINOR ARTERIAL 3432 1 12 4 1700 65 47 1166 747 748 SR 339 MINOR ARTERIAL 2603 1 12 4 1700 50 26 1167 748 249 SR 339 MINOR ARTERIAL 7071 1 12 4 1700 50 25 1168 749 760 CR 437 COLLECTOR 1588 1 12 4 1700 50 18 1169 750 756 1-80 FREEWAY 3766 2 12 4 2250 70 34 1170 750 764 1-80 FREEWAY 3625 2 12 4 2250 70 34 1171 751 753 OFF RAMP TO 1-80 FREEWAY RAMP 814 1 12 4 1350 30 34 1172 752 751 SR 42 MINOR ARTERIAL 992 2 12 4 1900 45 34 1173 753 750 OFF RAMP TO 1-80 FREEWAY RAMP 751 1 12 4 1350 30 34 1174 754 659 1-81 FREEWAY 4797 2 12 8 2250 65 11 1175 754 755 1-81 FREEWAY 1959 2 12 8 2250 65 11 1176 755 754 1-81 FREEWAY 1959 2 12 8 2250 65 11 1177 756 750 1-80 FREEWAY 3766 2 12 4 2250 70 34 1178 756 765 1-80 FREEWAY 2425 2 12 4 2250 70 34 1179 757 244 1-81 FREEWAY 1330 2 12 8 2250 65 11 1180 758 754 1-81 FREEWAY 3310 2 12 8 2250 65 11 1181 759 752 SR 42 MINOR ARTERIAL 1457 2 12 4 1900 50 34 1182 760 761 CR 437 COLLECTOR 2138 1 12 4 1700 50 18 1183 761 762 CR 437 COLLECTOR 5900 1 12 4 1700 50 19 1184 763 784 CR 27 MINOR ARTERIAL 1256 1 12 4 1700 40 18 1185 764 642 1-80 FREEWAY 3798 2 12 4 2250 70 34 1186 764 750 1-80 FREEWAY 3625 2 12 4 2250 70 34 Susquehanna Steam Electric Station K-97 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

1187 765 756 1-80 FREEWAY 2425 2 12 4 2250 70 34 1188 766 781 SR 42 MINOR ARTERIAL 742 1 12 4 1700 40 34 1189 767 768 SR 42 MINOR ARTERIAL 1459 1 12 4 1700 50 34 1190 768 759 SR 42 MINOR ARTERIAL 1779 1 12 4 1700 50 34 1191 769 770 US 11 MINOR ARTERIAL 5816 2 12 4 1750 35 34 1192 769 782 US 11 MINOR ARTERIAL 1046 1 12 4 1575 35 34 1193 770 769 us 11 MINOR ARTERIAL 5816 2 12 4 1900 35 34 1194 770 773 SR 487 MINOR ARTERIAL 1551 1 12 4 1350 30 34 1195 770 1064 US 11 MINOR ARTERIAL 1487 1 12 4 1750 35 34 1196 771 772 POPLAR ST COLLECTOR 367 1 12 4 1750 30 34 1197 771 774 US 11 MINOR ARTERIAL 937 2 12 4 1900 35 34 1198 771 1064 US 11 MINOR ARTERIAL 463 1 12 4 1750 35 34 1199 772 771 POPLAR ST COLLECTOR 367 1 12 4 1750 30 34 1200 772 777 SR 487 MINOR ARTERIAL 2822 1 12 4 1700 40 34 1201 773 74 SR 487 MINOR ARTERIAL 1397 1 12 4 1350 30 34 1202 773 770 SR 487 MINOR ARTERIAL 1551 1 12 4 1750 40 34 1203 774 771 US11 MINOR ARTERIAL 937 2 12 4 1750 35 34 1204 774 833 US 11 MINOR ARTERIAL 894 1 12 4 1750 35 34 1205 775 832 SR 1004 MINOR ARTERIAL 1543 1 12 4 1700 40 34 1206 776 775 SR 1004 MINOR ARTERIAL 1711 1 12 4 1700 40 34 1207 777 778 SR 487 MINOR ARTERIAL 1981 1 12 4 1700 40 34 1208 778 779 SR 487 MINOR ARTERIAL 2389 1 12 4 1700 40 34 1209 779 780 SR 487 MINOR ARTERIAL 2113 1 12 4 1700 40 34 1210 781 45 SR 42 MINOR ARTERIAL 1135 2 12 4 1900 45 34 1211 782 769 US 11 MINOR ARTERIAL 1046 1 12 4 1575 35 34 Susquehanna Steam Electric Station K-98 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

1212 782 781 ON RAMP SR 42 FREEWAY RAMP 631 1 12 4 1350 30 34 1213 782 783 US 11 MINOR ARTERIAL 1022 2 12 4 1900 40 34 1214 783 35 US 11 MINOR ARTERIAL 2925 2 12 4 1900 45 34 1215 783 766 ON RAMP SR 42 FREEWAY RAMP 707 1 12 4 1350 30 34 1216 783 782 US 11 MINOR ARTERIAL 1022 2 12 4 1900 40 34 1217 784 844 CR 27 MINOR ARTERIAL 3093 1 12 4 1700 40 18 1218 785 342 SR 1004 MINOR ARTERIAL 2522 1 12 4 1700 40 35 1219 785 786 CENTRAL RD COLLECTOR 2119 1 12 4 1750 30 35 1220 786 331 CENTRAL RD COLLECTOR 1700 1 12 4 1700 40 35 1221 786 340 US 11 MINOR ARTERIAL 1180 1 12 4 1750 50 35 1222 786 736 US 11 MINOR ARTERIAL 4197 1 12 4 1700 45 35 1223 787 213 US 11 MINOR ARTERIAL 1064 1 12 4 1750 40 11 1224 787 417 US 11 MINOR ARTERIAL 562 1 12 4 1750 40 11 1225 788 787 ENO ST LOCAL ROADWAY 891 1 12 4 1750 30 11 1226 789 790 SR 339 MINOR ARTERIAL 3586 1 12 4 1700 50 45 1227 790 632 SR 339 MINOR ARTERIAL 4331 1 12 4 1700 50 45 1228 791 188 SR 3040 MINOR ARTERIAL 970 1 12 4 1750 40 32 1229 792 188 SR 3040 MINOR ARTERIAL 5352 1 12 4 1750 40 31 1230 793 317 SR 309 MINOR ARTERIAL 2138 2 10 4 1900 45 31 1231 793 571 SR 309 MINOR ARTERIAL 2558 2 10 4 1750 45 31 1232 793 795 BUTLER DR COLLECTOR 2031 1 12 4 1700 40 32 1233 794 793 BUTLER DR COLLECTOR 1662 1 12 4 1750 40 31 1234 795 495 BUTLER DR COLLECTOR 6829 1 12 4 1700 40 32 1235 795 793 BUTLER DR COLLECTOR 2032 2 12 4 1750 40 32 1236 796 545 SR 309 MINOR ARTERIAL 663 2 12 4 1900 40 40 KLD Engineering, P.C.

Susquehanna Steam Electric Station K-99 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

1237 796 571 SR 309 MINOR ARTERIAL 1336 1 12 4 1700 40 40 1238 797 796 RITTENHOUSE PL COLLECTOR 733 1 12 4 1750 30 40 1239 799 315 SR 309 MINOR ARTERIAL 1049 2 12 4 1900 40 40 1240 799 802 SR 309 MINOR ARTERIAL 4590 2 12 4 1750 40 40 1241 800 1003 AIRPORT RD COLLECTOR 2884 1 12 4 1700 40 40 1242 801 799 MAIN ST COLLECTOR 468 1 12 4 1750 40 40 1243 802 532 SR 940 MINOR ARTERIAL 1203 1 12 4 1750 30 40 1244 802 1139 SR 309 MINOR ARTERIAL 1821 2 12 4 1900 40 40 1245 803 802 SR 940 MINOR ARTERIAL 673 1 12 4 1750 30 40 1246 804 83 SR 424 MINOR ARTERIAL 2610 1 12 4 1700 65 47 1247 804 310 SR 424 MINOR ARTERIAL 383 1 12 4 1750 65 47 ARTHUR GARDNER 1248 804 1115 HWY LOCAL ROADWAY 487 1 12 4 1350 30 47 1249 805 108 SR 93 MINOR ARTERIAL 1271 2 12 4 1900 45 39 1250 805 1122 SR 93 MINOR ARTERIAL 996 2 12 4 1750 45 39 1251 806 805 UNIVERSITY DR MINOR ARTERIAL 788 2 12 4 1750 30 39 1252 807 1124 AIRPORT RD MINOR ARTERIAL 797 2 12 4 1750 40 39 1253 808 1123 AIRPORT RD COLLECTOR 2383 1 12 4 1750 40 39 1254 809 521 SR 93 MINOR ARTERIAL 1554 2 12 4 1750 45 39 1255 809 1121 SR 93 MINOR ARTERIAL 2034 2 12 4 1750 45 39 1256 810 809 LAUREL MALL DR LOCAL ROADWAY 882 1 12 4 1750 30 39 1257 811 287 MIDDLE ROAD LOCAL ROADWAY 1962 1 10 0 1750 30 10 1258 812 521 PECORA BLVD COLLECTOR 1526 1 12 4 1750 30 39 1259 813 520 DEER RUN RD COLLECTOR 1363 1 12 4 1750 40 41 1260 814 520 SR 93 MINOR ARTERIAL 555 2 12 4 1750 45 41 Susquehanna Steam Electric Station K-100 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

1261 814 524 SR 93 MINOR ARTERIAL 789 2 12 4 1900 45 42 1262 815 814 CONGETIA DR LOCAL ROADWAY 318 1 12 4 1350 30 41 1263 816 519 SR 93 MINOR ARTERIAL 2468 2 12 4 1750 45 42 1264 816 524 SR 93 MINOR ARTERIAL 548 2 12 4 1900 45 42 1265 817 816 IRVING ST COLLECTOR 851 1 12 4 1750 30 42 1266 819 517 SOUTH BROAD ST COLLECTOR 593 1 12 4 1750 35 42 1267 819 519 SOUTH BROAD ST MINOR ARTERIAL 1577 2 12 4 1750 35 42 1268 820 819 MONROE AVE LOCAL ROADWAY 2816 1 12 4 1750 30 42 1269 821 819 MONROE AVE LOCAL ROADWAY 854 1 12 4 1750 30 42 1270 821 822 N 5TH ST LOCAL ROADWAY 776 1 12 4 1750 30 42 1271 822 517 SR 93 MINOR ARTERIAL 497 2 12 4 1750 30 42 1272 822 823 SR 93 MINOR ARTERIAL 403 2 12 4 1750 30 42 1273 823 434 SR 93 MINOR ARTERIAL 1005 2 12 4 1750 30 42 1274 823 822 SR 93 MINOR ARTERIAL 403 2 12 4 1750 30 42 1275 824 519 WASHINGTON AVE LOCAL ROADWAY 1154 1 12 4 1750 30 42 1276 824 825 BOUNDRY ST LOCAL ROADWAY 914 1 12 4 1350 30 42 1277 825 821 N 5TH ST LOCAL ROADWAY 784 1 12 4 1350 30 42 1278 825 826 BOUNDRY ST LOCAL ROADWAY 665 1 12 4 1350 30 42 1279 826 433 BOUNDRY ST LOCAL ROADWAY 1690 1 12 4 1350 30 42 1280 826 823 N 4TH ST LOCAL ROADWAY 1247 1 12 4 1750 30 42 1281 827 518 SR 654 MINOR ARTERIAL 1214 1 12 4 1750 40 42 1282 830 167 1-80 FREEWAY 1914 2 12 8 2250 70 33 1283 830 1156 1-80 FREEWAY 3066 2 12 8 2250 70 32 1284 831 49 1-81 FREEWAY 2612 2 12 8 2250 70 29 1285 831 672 1-81 FREEWAY 3557 3 12 4 2250 70 29 Susquehanna Steam Electric Station K-101 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0 0

0 1286 832 772 SR 1004 MINOR ARTERIAL 1822 1 12 4 1750 35 34 1287 832 833 PARK ST COLLECTOR 639 1 12 4 1750 30 34 1288 833 736 US 11 MINOR ARTERIAL 3945 1 12 4 1700 45 34 1289 833 774 US 11 MINOR ARTERIAL 894 1 12 4 1575 35 34 1290 834 203 S ORCHARD ST LOCAL ROADWAY 1130 1 12 4 1750 30 25 1291 835 153 US 11 MINOR ARTERIAL 1380 1 12 4 1700 60 10 1292 835 210 US 11 MINOR ARTERIAL 968 1 12 4 1750 60 10 1293 836 489 SR 29 MINOR ARTERIAL 1992 1 12 4 1125 25 5 1294 837 488 SR 29 MINOR ARTERIAL 2365 1 12 4 1700 50 10 1295 838 839 SR 29 MINOR ARTERIAL 2561 1 10 2 1350 30 10 1296 839 840 SR 29 MINOR ARTERIAL 640 1 10 2 1350 30 10 1297 840 405 SR 29 MINOR ARTERIAL 1089 1 10 2 1350 30 10 1298 841 399 SR 29 MINOR ARTERIAL 818 1 10 2 1350 30 10 1299 842 152 US 11 MINOR ARTERIAL 1416 2 12 4 1900 60 10 1300 842 156 US 11 MINOR ARTERIAL 576 1 12 4 1700 50 10 1301 843 763 CR 27 MINOR ARTERIAL 1303 1 12 4 1700 40 18 1302 844 760 CR 27 MINOR ARTERIAL 491 1 12 4 1700 40 18 1303 845 279 CR 25 COLLECTOR 3541 1 12 4 1750 40 18 1304 845 846 CR 25 COLLECTOR 2517 1 12 4 1700 40 18 1305 846 847 CR 25 COLLECTOR 1511 1 12 4 1700 40 18 1306 847 848 CR 25 COLLECTOR 874 1 12 4 1700 40 18 1307 848 749 CR 25 COLLECTOR 686 1 12 4 1700 40 18 1308 849 542 SR 309 MINOR ARTERIAL 3702 1 12 4 1700 45 18 1309 850 849 KIRBY AVE COLLECTOR 2936 1 12 4 1750 40 18 1310 850 851 KIRBY AVE COLLECTOR 2727 1 12 4 1700 40 18 Susquehanna Steam Electric Station K-102 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

1311 851 743 CR 437 COLLECTOR 2045 1 12 4 1700 45 18 1312 852 853 SR 3007 MINOR ARTERIAL 1166 1 12 4 1350 30 17 1313 853 484 SR 3007 MINOR ARTERIAL 784 1 12 4 1350 30 17 1314 854 494 MARKET ST COLLECTOR 610 1 10 4 1750 30 9 1315 855 494 MARKET ST COLLECTOR 711 1 10 4 1750 30 9 1316 856 282 SR 3004 MINOR ARTERIAL 1561 1 12 4 1350 30 16 1317 857 281 SR 3004 MINOR ARTERIAL 2033 1 12 4 1350 30 16 1318 858 857 SR 3004 MINOR ARTERIAL 2655 1 12 4 1350 30 16 1319 859 258 SR 239 MINOR ARTERIAL 1339 1 12 4 1350 30 16 1320 859 477 MAIN ST LOCAL ROADWAY 277 1 12 4 1750 30 16 1321 860 476 SR 3036 MINOR ARTERIAL 2039 1 12 4 1700 40 27 1322 861 863 SR 3036 MINOR ARTERIAL 5595 1 12 4 1700 50 26 1323 862 470 SR 3036 MINOR ARTERIAL 2306 1 12 4 1700 40 26 1324 863 862 SR 3036 MINOR ARTERIAL 5035 1 12 4 1700 50 26 1325 864 261 SR 239 MINOR ARTERIAL 5791 1 12 4 1700 45 27 1326 865 267 BLUE RIDGE TRAIL COLLECTOR 1738 1 12 4 1700 40 17 1327 866 269 BLUE RIDGE TRAIL COLLECTOR 2220 1 12 4 1575 35 17 1328 867 275 BLUE RIDGE TRAIL COLLECTOR 3617 1 12 4 1700 50 29 1329 868 113 BLUE RIDGE TRAIL COLLECTOR 515 1 10 4 1750 50 29 1330 869 870 FOUNDRYVILLE RD COLLECTOR 4485 1 12 4 1700 40 23 1331 869 876 SR 1025 MINOR ARTERIAL 6167 1 12 4 1700 40 14 1332 869 1088 SR-1018 COLLECTOR 5372 1 12 4 1575 35 23 1333 870 869 FOUNDRYVILLE RD COLLECTOR 4492 1 12 4 1750 40 23 1334 870 871 FOUNDRYVILLE RD COLLECTOR 1123 1 12 4 1700 40 23 1335 871 872 FOUNDRYVILLE RD COLLECTOR 2639 1 12 4 1700 40 26 Susquehanna Steam Electric Station K-103 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

0 1336 872 873 FOUNDRYVILLE RD LOCAL ROADWAY 897 1 12 4 1350 30 26 1337 873 874 FOUNDRYVILLE RD LOCAL ROADWAY 994 1 12 4 1350 30 26 1338 874 875 FOUNDRYVILLE RD COLLECTOR 1655 1 12 4 1700 40 23 1339 875 729 SUMMERHILL AVE COLLECTOR 747 1 12 4 1700 40 23 1340 876 877 SR 1025 MINOR ARTERIAL 1333 1 12 4 1750 40 14 1341 877 878 SR 1025 MINOR ARTERIAL 3761 1 12 4 1700 40 14 1342 878 879 SR 1025 MINOR ARTERIAL 1446 1 12 4 1700 40 14 1343 879 880 SR 1025 MINOR ARTERIAL 4107 1 12 4 1575 35 14 1344 880 881 SR 1025 MINOR ARTERIAL 516 1 12 4 900 20 14 1345 881 882 SR 1025 MINOR ARTERIAL 6402 1 12 4 1700 40 14 1346 882 954 SR 1025 MINOR ARTERIAL 1120 1 12 4 1700 40 14 1347 883 583 RIDGE RD COLLECTOR 691 1 12 4 1700 40 14 1348 884 889 DICKSON ST LOCAL ROADWAY 3414 1 12 4 1350 30 23 1349 884 1049 EVANSVILLE RD LOCAL ROADWAY 8997 1 12 4 1700 40 23 1350 885 237 SR 93 MINOR ARTERIAL 929 1 12 4 1700 40 25 1351 886 962 OAK ST LOCAL ROADWAY 1707 1 12 4 1350 30 25 1352 887 886 9TH ST LOCAL ROADWAY 1067 1 12 4 1350 30 23 1353 887 961 N MULBERRY S LOCAL ROADWAY 1738 1 12 4 1750 30 23 1354 888 369 US 11 MINOR ARTERIAL 1117 2 12 4 1750 30 25 1355 889 373 FREAS AVE LOCAL ROADWAY 806 1 12 4 1350 30 23 1356 890 647 SR 93 MINOR ARTERIAL 3526 1 12 4 1700 55 21 1357 891 457 SR 487 MINOR ARTERIAL 1326 1 12 4 1700 45 20 1358 892 639 SR 487 MINOR ARTERIAL 3616 1 12 4 1750 50 20 1359 893 234 SR 487 MINOR ARTERIAL 2663 1 10 0 1700 50 21 1360 893 894 SR 487 MINOR ARTERIAL 668 1 10 0 1700 50 21 Susquehanna Steam Electric Station K-104 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

1361 894 232 SR 487 MINOR ARTERIAL 1231 1 10 0 1700 50 21 1362 894 893 SR 487 MINOR ARTERIAL 662 1 10 0 1700 50 21 1363 894 913 SR 254 MINOR ARTERIAL 2339 1 12 4 1700 40 21 1364 895 646 SR 487 MINOR ARTERIAL 1587 1 10 0 1700 40 13 1365 895 896 SR 487 MINOR ARTERIAL 2316 1 10 0 1700 50 13 1366 896 232 SR 487 MINOR ARTERIAL 4055 1 10 0 1700 40 21 1367 896 895 SR 487 MINOR ARTERIAL 2316 1 10 0 1700 50 13 1368 897 229 SR 487 MINOR ARTERIAL 1490 1 12 4 1750 50 13 1369 897 898 SR 487 MINOR ARTERIAL 1731 1 10 0 1700 40 13 1370 898 646 SR 487 MINOR ARTERIAL 2705 1 10 0 1700 50 13 1371 898 897 SR 487 MINOR ARTERIAL 1731 1 10 0 1700 50 13 1372 899 900 SR 487 MINOR ARTERIAL 4159 1 10 0 1700 60 13 1373 900 225 SR 487 MINOR ARTERIAL 3068 1 10 0 1700 60 13 1374 901 645 SR 254 MINOR ARTERIAL 2275 1 12 4 1700 40 12 1375 902 901 SR 254 MINOR ARTERIAL 9705 1 12 4 1700 55 12 1376 903 902 SR 254 MINOR ARTERIAL 1701 1 12 4 1700 45 12 1377 904 903 SR 254 MINOR ARTERIAL 3117 1 12 4 1700 45 13 1378 905 904 SR 254 MINOR ARTERIAL 2339 1 12 4 1700 45 13 1379 906 905 SR 254 MINOR ARTERIAL 2278 1 12 4 1700 45 13 1380 907 906 ROHRSBURG RD COLLECTOR 1366 1 12 4 1700 40 6 1381 908 907 ROHRSBURG RD COLLECTOR 903 1 12 4 1700 40 6 1382 909 901 ROHRSBURG RD COLLECTOR 5806 1- 12 4 1700 55 12 1383 910 909 SR 254 MINOR ARTERIAL 2399 1 12 4 1700 40 13 1384 911 910 SR 254 MINOR ARTERIAL 4370 1 12 4 1700 55 13 1385 912 911 SR 254 MINOR ARTERIAL 2136 1 12 4 1700 45 21 Susquehanna Steam Electric Station K-105 KLD Engineering, P.C.

KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

0 1386 913 912 SR 254 MINOR ARTERIAL 923 1 12 4 1700 40 21 1387 915 215 SR 239 MINOR ARTERIAL 899 1 10 2 1700 40 6 1388 916 216 SR 239 MINOR ARTERIAL 6670 1 10 2 1700 40 6 1389 917 918 SR 4011 MINOR ARTERIAL 7968 1 10 0 1700 50 7 1390 918 217 SR 239 MINOR ARTERIAL 2690 1 12 4 1700 50 7 1391 919 920 SR 4006 MINOR ARTERIAL 9139 1 12 4 1700 50 8 1392 920 921 SR 4006 MINOR ARTERIAL 7799 1 12 4 1700 50 8 1393 921 922 SR 4006 MINOR ARTERIAL 1163 1 12 4 1700 40 8 1394 922 923 SR 4006 MINOR ARTERIAL 3045 1 12 4 1700 40 8 1395 923 929 SR 4006 MINOR ARTERIAL 1306 1 12 4 1350 30 8 1396 924 932 SR 4006 MINOR ARTERIAL 2473 1 12 4 1700 40 8 1397 925 1094 SR 4016 MINOR ARTERIAL 3200 1 12 4 1700 45 9 1398 926 925 SR 4016 MINOR ARTERIAL 3886 1 12 4 1700 45 9 1399 926 927 SR 4016 MINOR ARTERIAL 3107 1 10 0 1700 45 9 1400 927 627 SR 4016 MINOR ARTERIAL 3685 1 10 0 1750 45 9 1401 927 926 SR 4016 MINOR ARTERIAL 3116 1 12 4 1700 45 9 1402 928 396 SR 239 MINOR ARTERIAL 1225 1 12 4 1700 40 15 1403 928 931 SR 239 MINOR ARTERIAL 4339 1 12 4 1700 40 15 1404 929 924 SR 4006 MINOR ARTERIAL 1846 1 12 4 1700 40 8 1405 930 224 SR 239 MINOR ARTERIAL 1950 1 10 0 1700 45 15 1406 930 588 SR 239 MINOR ARTERIAL 2208 1 10 0 1700 45 15 1407 931 224 SR 239 MINOR ARTERIAL 446 1 12 4 1700 40 15 1408 931 928 SR 239 MINOR ARTERIAL 4340 1 12 4 1700 40 15 1409 932 575 SR 4006 MINOR ARTERIAL 662 1 12 4 1700 40 8 1410 933 575 SR 4016 MINOR ARTERIAL 880 1 12 4 1700 45 8 Susquehanna Steam Electric Station K-106 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

1411 934 933 SR 4016 MINOR ARTERIAL 2119 1 12 4 1700 45 8 1412 935 936 CAMP LEVIGNE RD COLLECTOR 4045 1 12 0 1700 40 1 1413 936 940 SR 118 MINOR ARTERIAL 1150 1 12 4 1700 50 1 1414 937 936 SR 118 MINOR ARTERIAL 4281 1 12 4 1700 50 1 1415 938 937 SR 118 MINOR ARTERIAL 7678 1 12 4 1700 50 1 1416 939 938 SR 118 MINOR ARTERIAL 7148 1 12 4 1700 50 1 1417 941 939 SR 118 MINOR ARTERIAL 2769 1 12 4 1700 50 2 1418 942 606 SR 118 MINOR ARTERIAL 1072 1 12 4 1750 60 2 1419 943 942 SR 118 MINOR ARTERIAL 6433 1 12 4 1700 60 2 1420 944 943 SR 118 MINOR ARTERIAL 12674 1 12 4 1700 60 2 1421 945 944 SR 118 MINOR ARTERIAL 3215 1 12 4 1700 60 3 1422 946 947 SR 118 MINOR ARTERIAL 5405 1 10 1 1700 50 4 1423 948 582 WINDING ROAD COLLECTOR 3157 1 10 0 1700 40 14 1424 949 948 WINDING ROAD LOCAL ROADWAY 1694 1 10 0 1350 30 14 1425 950 949 WINDING ROAD LOCAL ROADWAY 1257 1 10 0 1350 30 14 1426 951 952 SR 4006 MINOR ARTERIAL 1469 1 10 0 1700 40 14 1427 952 584 SR 4006 MINOR ARTERIAL 2293 1 10 0 1700 40 14 1428 953 583 SR 4006 MINOR ARTERIAL 656 1 10 0 1700 40 14 1429 954 955 SR 1025 MINOR ARTERIAL 989 1 12 4 1700 40 14 1430 955 956 SR 1025 MINOR ARTERIAL 912 1 12 4 1700 40 14 1431 956 583 SR 1025 MINOR ARTERIAL 733 1 12 4 1700 40 14 1432 957 958 SR 4011 - - MINOR ARTERIAL 1128 1 10 0 1700 45 14 1433 958 917 SR 4011 MINOR ARTERIAL 5195 1 10 0 1700 50 14 1434 959 388 WALNUTST LOCAL ROADWAY 276 1 12 4 1350 30 26 1435 959 960 3RD ST LOCAL ROADWAY 1718 1 12 4 1750 30 26 Susquehanna Steam Electric Station K-107 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

0 1436 960 389 N MARKET ST COLLECTOR 259 1 12 4 1750 40 26 1437 960 961 3RD ST LOCAL ROADWAY 559 1 12 4 1750 30 26 1438 961 390 N MULBERRY S LOCAL ROADWAY 250 1 12 4 1750 30 26 1439 961 962 3RD ST LOCAL ROADWAY 1140 1 12 4 1350 30 25 1440 962 888 OAK ST LOCAL ROADWAY 239 1 12 4 1750 30 25 1441 962 963 3RD ST LOCAL ROADWAY 1122 1 12 4 1350 30 25 1442 963 369 LASALLE ST LOCAL ROADWAY 204 1 12 4 1750 30 25 LIGHTSTREET 1443 964 690 FOWLERSVILLE RD COLLECTOR 4944 1 12 4 1700 60 21 LIGHTSTREET 1444 965 964 FOWLERSVILLE RD COLLECTOR 1405 1 12 4 1700 60 21 LIGHTSTREET 1445 966 965 FOWLERSVILLE RD COLLECTOR 4574 1 12 4 1700 60 21 1446 967 74 SR 487 MINOR ARTERIAL 989 1 12 4 1700 40 34 1447 967 643 SR 487 MINOR ARTERIAL 3641 1 12 4 1700 45 34 1448 970 19 SR 339 MINOR ARTERIAL 1359 1 12 4 1750 50 24 1449 971 291 SR 339 MINOR ARTERIAL 3705 1 12 4 1700 50 35 1450 972 971 SR 339 MINOR ARTERIAL 2377 1 12 4 1700 50 35 1451 973 459 SR 339 MINOR ARTERIAL 611 1 12 4 900 20 35 1452 974 973 SR 339 MINOR ARTERIAL 1785 1 12 4 1700 40 35 1453 975 976 SR 2022 MINOR ARTERIAL 3444 1 12 4 1575 35 36 1454 976 563 SR 2022 MINOR ARTERIAL 5819 1 12 4 1700 40 35 1455 977 461 SR 339 MINOR ARTERIAL 1767 1 12 4 1350 30 35 1456 978 636 SR 339 MINOR ARTERIAL 1976 1 12 4 1125 25 36 1457 979 978 SR 339 MINOR ARTERIAL 3888 1 12 4 1700 50 36 1458 980 294 SR 339 MINOR ARTERIAL 1605 1 12 4 1700 40 36 Susquehanna Steam Electric Station K-108 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

1459 981 297 SR 339 MINOR ARTERIAL 5262 1 12 4 1700 50 44 1460 982 983 SR 339 MINOR ARTERIAL 1607 1 12 4 1700 40 45 1461 983 300 SR 339 MINOR ARTERIAL 1556 1 12 4 1700 40 45 1462 984 634 SR 339 MINOR ARTERIAL 2439 1 12 4 1700 40 45 1463 985 301 SR 339 MINOR ARTERIAL 1487 1 12 4 1700 40 45 1464 986 789 SR 339 MINOR ARTERIAL 1580 1 12 4 1700 50 45 1465 987 631 MAIN BLVD MINOR ARTERIAL 1693 1 12 4 1700 50 45 1466 988 987 MAIN BLVD MINOR ARTERIAL 3722 1 12 4 1700 50 45 1467 989 464 MAIN BLVD MINOR ARTERIAL 1279 1 12 4 1700 50 46 1468 990 989 MAIN BLVD MINOR ARTERIAL 2110 1 12 4 1700 50 46 1469 991 992 MAIN BLVD MINOR ARTERIAL 1217 1 12 4 1700 55 46 1470 992 554 MAIN BLVD MINOR ARTERIAL 1426 1 12 4 1700 50 46 1471 993 666 SR 1005 MINOR ARTERIAL 2086 1 12 4 1700 40 46 1472 994 993 SR 1005 MINOR ARTERIAL 2245 1 12 4 1700 40 45 1473 995 669 SR 3024 MINOR ARTERIAL 1147 1 12 4 1700 40 45 1474 996 667 SR 1005 MINOR ARTERIAL 973 1 12 4 1700 40 45 1475 997 998 LAKE VALLEY DR LOCAL ROADWAY 3819 1 12 4 1700 40 46 1476 998 999 LAKE VALLEY DR LOCAL ROADWAY 1105 1 12 4 1700 40 46 1477 999 996 LAKE VALLEY DR LOCAL ROADWAY 1728 1 12 4 1700 40 45 1478 1001 516 CR 40 COLLECTOR 2702 1 12 4 1700 40 38 1479 1002 1001 CR 40 COLLECTOR 5969 1 12 4 1700 40 38 1480 1003 799 AIRPORT RD MINOR ARTERIAL 920 2 12 4 1750 40 40 1481 1004 1005 SR 940 MINOR ARTERIAL 2221 1 12 4 1700 45 43 1482 1005 319 SR 940 MINOR ARTERIAL 8445 1 12 4 1350 30 43 1483 1006 320 SR 940 MINOR ARTERIAL 2035 1 12 4 1350 30 43 Susquehanna Steam Electric Station K-109 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

0 1484 1007 1011 SR 940 MINOR ARTERIAL 3283 1 12 4 1700 40 43 1485 1008 322 SR 940 MINOR ARTERIAL 1573 1 12 4 1750 30 32 1486 1009 530 SOUTH ST COLLECTOR 2776 1 12 4 1700 45 32 1487 1011 1008 SR 940 MINOR ARTERIAL 378 1 12 4 1350 30 43 1488 1022 544 SANS SOUCI PKWY MINOR ARTERIAL 4398 2 12 4 1900 40 11 1489 1023 1022 WILLOW ST LOCAL ROADWAY 454 1 12 4 1750 30 11 1490 1024 1022 WILLOW ST LOCAL ROADWAY 480 1 12 4 1750 30 11 1491 1025 515 CR 37 COLLECTOR 3150 1 12 4 1700 40 39 1492 1025 590 CR 37 COLLECTOR 3675 1 12 4 1700 40 39 1493 1026 792 SR 3040 MINOR ARTERIAL 5153 1 12 4 1700 40 31 1494 1027 1026 SR 3040 MINOR ARTERIAL 3445 1 12 4 1700 40 31 1495 1028 1027 SR 3040 MINOR ARTERIAL 1287 1 12 4 1700 40 31 1496 1029 1028 SR 3040 MINOR ARTERIAL 2801 1 12 4 1700 40 30 1497 1030 1029 SR 3040 MINOR ARTERIAL 5299 1 12 4 1700 40 30 1498 1032 512 S MAIN ST COLLECTOR 2771 1 12 4 1575 35 38 1499 1032 1161 S MAIN ST COLLECTOR 1295 1 12 4 1575 35 39 1500 1033 1032 CR 38 COLLECTOR 3817 1 12 4 1700 40 39 1501 1033 1034 CR 38 COLLECTOR 6463 1 12 4 1700 40 39 1502 1034 1035 CR 38 COLLECTOR 4570 1 12 4 1700 40 39 1503 1035 1037 CR 38 COLLECTOR 660 1 12 4 1700 40 40 1504 1036 316 CR 38 COLLECTOR 2622 1 12 4 1750 40 40 1505 1037 1036 CR 38 COLLECTOR 5405 1 12 4 1700 40 40 1506 1038 370 BUTLER ST COLLECTOR 1259 1 12 4 1350 30 15 1507 1039 1038 BUTLER ST COLLECTOR 9623 1 12 4 1700 40 15 1508 1040 1148 CONFERS LN LOCAL ROADWAY 929 1 12 4 1700 40 26 Susquehanna Steam Electric Station K-110 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

1509 1042 247 US 11 MINOR ARTERIAL 5112 1 12 4 17O0 bU 9 1510 1042 402 US 11 MINOR ARTERIAL 1851 2 12 4 1900 60 9 1511 1043 1042 RETREAT BRIDGE COLLECTOR 1597 1 12 4 1350 30 9 1512 1044 288 MIDDLE ROAD LOCAL ROADWAY 1121 1 12 4 1750 30 10 1513 1044 1045 ESPY ST COLLECTOR 2448 1 12 4 1350 30 10 1514 1045 510 HANOVER ST COLLECTOR 3222 1 12 4 1350 30 10 1515 1046 1047 SWEET VALLEY RD COLLECTOR 833 1 12 4 1700 50 8 1516 1047 1048 SWEET VALLEY RD COLLECTOR 2429 1 12 4 1700 50 8 1517 1048 1092 SWEET VALLEY RD COLLECTOR 584 1 12 4 1700 40 8 1518 1049 1050 EVANSVILLE RD LOCAL ROADWAY 1176 1 12 4 1700 40 22 1519 1050 1051 EVANSVILLE RD LOCAL ROADWAY 2107 1 12 4 1700 40 22 1520 1051 1052 EVANSVILLE RD LOCAL ROADWAY 2005 1 12 4 1700 40 22 1521 1052 246 SR93 MINOR ARTERIAL 3571 1 12 4 1700 55 22 1522 1053 1054 MIDDLE ROAD LOCAL ROADWAY 357 1 10 0 1350 30 10 1523 1054 811 MIDDLE ROAD LOCAL ROADWAY 3414 1 12 4 1350 30 10 1524 1059 252 SR 309 MINOR ARTERIAL 1297 2 12 4 1900 50 11 1525 1060 1061 HAZLETON ST COLLECTOR 1372 1 10 2 1700 40 11 1526 1060 1162 S MAIN ST COLLECTOR 581 1 10 2 1700 40 11 1527 1061 1059 HAZLETON ST COLLECTOR 1648 1 10 2 1750 40 11 1528 1061 1060 HAZLETON ST COLLECTOR 1363 1 10 2 1750 40 11 1529 1062 1063 SR 3004 MINOR ARTERIAL 1752 1 12 4 1350 30 16 1530 1063 858 SR 3004 MINOR ARTERIAL 5540 1 12 4 1700 50 16 1531 1064 770 US 11 MINOR ARTERIAL 1487 1 12 4 1750 35 34 1532 1064 771 US 11 MINOR ARTERIAL 463 1 12 4 1750 35 34 1533 1065 1064 5TH ST UNDEFINED 633 1 12 4 1750 30 34 Susquehanna Steam Electric Station K-111 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

0 1534 1066 382 JOHNSON AVE LOCAL ROADWAY 1713 1 12 0 1350 30 26 1535 1067 132 SR 29 MINOR ARTERIAL 1448 2 12 4 1900 65 11 1536 1067 138 SR 29 MAJOR ARTERIAL 648 3 12 4 1900 65 11 1537 1068 699 SR 2022 MINOR ARTERIAL 664 1 12 4 1350 30 36 1538 1069 713 LAURIE RD COLLECTOR 1783 1 12 2 1700 40 27 1539 1070 273 CREEK RD COLLECTOR 968 1 12 4 1700 40 17 1540 1071 272 BLUE RIDGE TRAIL COLLECTOR 1606 1 12 4 1575 35 17 1541 1072 147 ON RAMP TO SR 29 FREEWAY RAMP 897 1 12 4 1350 30 10 1542 1072 148 SANS SOUCI PKWY MINOR ARTERIAL 528 2 12 4 1750 40 10 1543 1072 508 SANS SOUCI PKWY COLLECTOR 2432 1 12 4 1750 40 10 1544 1073 1074 UNION ST LOCAL ROADWAY 1436 1 12 4 1350 30 10 1545 1074 506 UNION ST LOCAL ROADWAY 509 1 12 4 1350 30 10 1546 1075 1079 MINGLE INN RD LOCAL ROADWAY 1662 1 12 4 1125 25 15 1547 1076 1077 MOORES HILL RD COLLECTOR 1856 1 12 4 1575 35 15 1548 1077 1078 SR-4039 COLLECTOR 5249 1 12 4 1575 35 15 1549 1078 869 SR-1018 COLLECTOR 8094 1 12 4 1750 35 14 1550 1079 1076 MINGLE INN RD COLLECTOR 1931 1 12 4 1575 35 15 SCHICKSHINNY 1551 1080 1039 VALLEY RD COLLECTOR 6695 1 12 4 1575 35 15 SCHICKSHINNY 1552 1080 1081 VALLEY RD COLLECTOR 1495 1 12 4 1575 35 15 SCHICKSHINNY 1553 1081 1082 VALLEY RD COLLECTOR 1004 1 12 4 1575 35 15 SCHICKSHINNY 1554 1082 1083 VALLEY RD COLLECTOR 5237 1 12 4 1575 35 15 Susquehanna Steam Electric Station K-112 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

bLHILKbHINNY 1555 1083 1084 VALLEY RD COLLECTOR 6801 1 12 4 1575 35 14 SCHICKSHINNY 1556 1084 1085 VALLEY RD COLLECTOR 4425 1 12 4 1575 35 14 1557 1085 876 LOGGING RD 19123 COLLECTOR 4249 1 12 4 1575 35 14 1558 1086 207 PLANT EXIT COLLECTOR 983 1 12 4 1700 40 16 1559 1087 1086 PLANT EXIT COLLECTOR 735 1 12 4 1700 40 16 1560 1088 1089 SR-1018 COLLECTOR 7965 1 12 4 1575 35 22 1561 1089 1049 EVANSVILLE RD COLLECTOR 3507 1 12 4 1575 35 22 1562 1090 877 SR-1012 COLLECTOR 8189 1 12 4 1750 35 14 1563 1092 573 SWEET VALLEY RD LOCAL ROADWAY 709 1 12 4 1125 25 8 1564 1093 934 SR 4016 MINOR ARTERIAL 4639 1 12 4 1700 45 8 1565 1094 1093 SR 4016 MINOR ARTERIAL 2720 1 12 4 1700 45 9 1566 1095 1094 CR 1 COLLECTOR 1692 1 12 4 1700 35 9 1567 1096 1095 CR 1 COLLECTOR 5695 1 12 4 1700 40 9 1568 1097 1096 CR 1 COLLECTOR 2980 1 12 4 1700 40 9 1569 1098 627 SOBERTOWN HILL RD COLLECTOR 1001 1 12 4 1750 40 9 1570 1099 1098 SOBERTOWN HILL RD COLLECTOR 4856 1 12 4 1700 40 9 1571 1100 548 S MAIN ST COLLECTOR 5512 1 12 4 1750 45 11 NEW COMMERCE 1572 1101 1100 BLVD COLLECTOR 1213 1 12 4 1750 45 11 1573 1102 140 SANS SOUCI PKWY MINOR ARTERIAL 1018 2 12 4 1750 50 10 1574 1102 543 SANS SOUCI PKWY MINOR ARTERIAL 5065 2 12 4 1900 50 10 1575 1103 1102 DUNDEE CROSS RD COLLECTOR 896 1 12 4 1750 35 10 OFF RAMP TO SANS 1576 1104 139 SOUCI FREEWAY RAMP 299 1 12 4 1750 40 10 Susquehanna Steam Electric Station K-113 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0 0

0 OFF RAMP TO SANS 1577 1 1104 140 SOUCI FREEWAY RAMP 468 1 12 4 1750 30 10 ON RAMP TO SANS 1578 1105 144 SOUCI FREEWAY RAMP 349 1 12 4 1350 30 10 ON RAMP TO SANS 1579 1105 148 SOUCI FREEWAY RAMP 249 1 12 4 1750 40 10 1580 1106 1109 SR 339 MINOR ARTERIAL 2788 1 12 4 1350 30 35 1581 1108 778 SR 339 MINOR ARTERIAL 10130 1 12 4 1350 30 35 1582 1109 1108 SR 339 MINOR ARTERIAL 3161 1 12 4 1350 30 35 1583 1110 1112 SR 93 MINOR ARTERIAL 452 2 12 4 1750 30 42 1584 1111 1110 S LAUREL ST LOCAL ROADWAY 457 1 12 4 1750 30 42 1585 1112 1132 SR 93 MINOR ARTERIAL 434 2 12 4 1750 30 42 1586 1113 1112 S WYOMING ST LOCAL ROADWAY 456 1 12 4 1750 30 42 1587 1114 310 SR 309 MINOR ARTERIAL 230 2 12 4 1750 50 47 1588 1114 804 CR 309 LOCAL ROADWAY 516 1 12 4 1350 30 47 1589 1115 537 SR 309 MINOR ARTERIAL 4482 2 12 4 1900 50 47 1590 1116 701 SR 2022 MINOR ARTERIAL 5491 1 12 4 1700 40 37 1591 1117 490 PARKING LOT LOCAL ROADWAY 311 1 12 4 1750 30 39 1592 1118 490 COUNCIL CREST LN LOCAL ROADWAY 1495 1 12 4 1750 30 39 1593 1119 490 AIRPORT RD COLLECTOR 1047 1 12 4 1750 40 39 1594 1120 1119 PARKING LOT LOCAL ROADWAY 620 1 12 4 1750 30 39 1595 1121 191 SR 93 MINOR ARTERIAL 259 2 12 4 1750 45 39 1596 1121 809 SR 93 MINOR ARTERIAL 2034 2 12 4 1750 45 39 1597 1122 191 SR 93 MINOR ARTERIAL 218 2 12 4 1750 45 39 1598 1122 805 SR 93 MINOR ARTERIAL 996 2 12 4 1750 45 39 1599 1123 191 AIRPORT RD MINOR ARTERIAL 242 2 12 4 1750 40 39 Susquehanna Steam Electric Station K-114 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

1600 1123 1121 AIRPORT RD LOCAL ROADWAY 371 1 12 4 1350 30 39 1601 1124 191 AIRPORT RD COLLECTOR 271 2 12 4 1750 40 39 1602 1124 1122 AIRPORT RD LOCAL ROADWAY 441 1 12 4 i350 30 39 1603 1125 1126 RUCKLE HILL RD COLLECTOR 11533 1 12 4 1700 45 16 1604 1126 481 SLECUM RD COLLECTOR 7988 1 12 4 1700 45 17 1605 1127 1129 SR 309 MINOR ARTERIAL 294 2 12 4 1900 50 11 1606 1128 1127 BLACKMAND ST COLLECTOR 1247 1 12 4 1750 45 11 1607 1129 268 SR 309 MINOR ARTERIAL 947 1 12 4 1700 50 11 1608 1130 622 SR 931 MINOR ARTERIAL 1789 2 12 4 1750 45 47 1609 1131 622 N PARK DR COLLECTOR 2989 1 12 4 1750 45 41 1610 1132 685 SR 93 MINOR ARTERIAL 508 2 12 4 1750 30 42 1611 1133 1132 5 PINE ST LOCAL ROADWAY 421 1 12 4 1750 30 42 1612 1134 1135 SR-239 COLLECTOR 4589 1 12 4 1700 45 6 1613 1136 311 S POPLAR ST COLLECTOR 179 1 12 4 1750 40 47 1614 1136 1137 S POPLAR ST COLLECTOR 292 1 12 4 1700 40 47 1615 1137 311 SR 424 MINOR ARTERIAL 236 1 12 4 1750 65 47 1616 1137 401 SR 424 MINOR ARTERIAL 1885 1 12 4 1700 65 47 1617 1138 523 GRANT ST LOCAL ROADWAY 1113 1 12 0 1750 30 42 1618 1139 313 SR 309 MINOR ARTERIAL 367 2 12 4 1750 40 40 1619 1140 1142 W 23RD ST LOCAL ROADWAY 920 1 12 0 1350 30 42 1620 1141 1140 W 23RD ST LOCAL ROADWAY 1389 1 12 4 1350 30 42 1621 - 1142 --1139 W 23RD ST LOCAL ROADWAY 531 1 12 0 1350 30 40-1622 1143 1141 W 23RD ST LOCAL ROADWAY 622 1 12 4 1350 30 42 1623 1144 524 W 22ND ST LOCAL ROADWAY 3369 1 12 0 1350 30 42 1624 1145 901 LOGGING RD 19067 COLLECTOR 5339 1 12 4 1700 40 13 KLD Engineering, P.C.

Susquehanna Steam Electric Station K-uS K-115 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

0 1625 1146 1147 PLANT EXIT COLLECTOR 777 1 12 4 1700 40 27 1626 1147 1 PLANT EXIT COLLECTOR 317 1 12 4 1700 40 27 1627 1147 1087 PLANT EXIT COLLECTOR 652 1 12 4 1700 40 27 1628 1148 77 CONFERS LN LOCAL ROADWAY 3887 1 12 4 1700 40 26 1629 1149 23 1-80 FREEWAY 5559 2 12 8 2250 70 26 1630 1149 1150 1-80 FREEWAY 3039 2 12 8 2250 70 26 1631 1150 161 1-80 FREEWAY 4467 2 12 8 2250 70 37 1632 1151 36 1-80 FREEWAY 2331 2 12 4 2250 70 30 1633 1152 37 1-80 FREEWAY 686 2 12 4 2250 70 30 1634 1152 38 ON-RAMP TO 1-81 FREEWAY RAMP 729 1 12 4 1700 45 30 1635 1153 173 1-81 FREEWAY 2783 2 12 8 2250 70 39 1636 1153 174 1-81 FREEWAY 2213 2 12 8 2250 70 39 1637 1154 174 1-81 FREEWAY 3376 2 12 8 2250 70 40 1638 1154 175 1-81 FREEWAY 7828 2 12 8 2250 70 30 1639 1155 830 1-80 FREEWAY 7748 2 12 8 2250 70 32 1640 1156 166 1-80 FREEWAY 11523 2 12 8 2250 70 32 1641 1157 1066 JOHNSON AVE LOCAL ROADWAY 2571 1 12 0 1350 30 26 1642 1158 963 LASALLE ST LOCAL ROADWAY 2455 1 12 4 1350 30 25 1643 1159 200 US-11 MINOR ARTERIAL 1915 2 12 4 1750 30 26 1644 1160 574 BUTLER DR COLLECTOR 1102 1 12 4 1700 40 31 1645 1161 21 BANKS AVE COLLECTOR 1553 1 12 4 1750 30 39 1646 8395 395 1-81 FREEWAY 1287 2 12 4 2250 70 47 1647 8642 765 1-80 FREEWAY 1500 2 12 4 2250 70 34 1648 8682 682 1-80 FREEWAY 1281 2 12 8 2250 70 33 1649 8755 755 1-81 FREEWAY 825 2 12 8 2250 65 11 Susquehanna Steam Electric Station K-116 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

1611 237 1163 1SR 93 MINOR ARTERIAL 1253 1 12 4 1700 55 25 RITENHOUSE MILL 1672 1164 366 RD COLLECTOR 3813 1 12 4 1575 35 24 RITENHOUSE MILL 1673 1163 1164 RD COLLECTOR 1287 1 12 4 1575 35 25 1674 199 1165 US 11 MINOR ARTERIAL 686 1 12 4 1750 35 25 1675 738 1165 US 11 MINOR ARTERIAL 3831 1 12 4 1750 35 25 EXIT LINK 436 8436 SR 93 MINOR ARTERIAL 873 1 12 4 1350 30 43 EXIT LINK 41 8041 US 11 MINOR ARTERIAL 970 1 12 4 1700 40 34 EXIT LINK 709 8709 US 11 MINOR ARTERIAL 644 1 12 4 1700 40 11 EXIT LINK 780 8780 -------------------- COLLECTOR 1051 1 12 4 1350 40 34 EXIT LINK 762 8762 CR 437 COLLECTOR 2013 1 12 4 1700 40 19 EXIT LINK 765 8642 1-80 FREEWAY 1500 2 12 4 2250 70 34 EXIT LINK 682 8682 1-80 FREEWAY 1281 2 12 8 2250 70 33 EXIT LINK 395 8395 1-81 FREEWAY 1287 2 12 8 2250 70 47 EXIT LINK 755 8755 1-81 FREEWAY 825 2 12 8 2250 40 11 EXIT LINK 1162 8710 S MAIN ST COLLECTOR 335 1 10 2 1700 40 11 Susquehanna Steam Electric Station K-117 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0 0

EXIT LIN K 1021 8121 1 S MAIN ST COLLECTOR 610 1 12 4 1700 40 11 EXIT LINK 1020 8120 SANS SOUCI PKWY MINOR ARTERIAL 661 2 12 4 1900 40 11 EXIT LINK 1010 8010 SOUTH ST COLLECTOR 807 1 12 4 1700 45 33 EXIT LINK 940 8940 SR 118 MINORARTERIAL 1416 1 12 4 1700 50 1 EXIT LINK 947 8947 SR 118 MINOR ARTERIAL 1326 1 10 1 1700 50 4 EXIT LINK 1091 8091 SR 254 MINOR ARTERIAL 2948 1 12 4 1700 40 12 EXIT LINK 400 8400 SR 309 MINOR ARTERIAL 2287 1 12 4 1700 50 47 EXIT LINK 268 8268 SR309 MINOR ARTERIAL 560 1 12 4 1700 50 11 EXIT LINK 633 8633 SR 399 MINOR ARTERIAL 550 1 12 4 1700 40 45 EXIT LINK 1135 8135 SR-239 COLLECTOR 1401 1 12 4 1700 45 6 EXIT LINK 418 8418 WASHINGTON AVE COLLECTOR 985 1 12 4 1700 40 11 Susquehanna Steam Electric Station K-118 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

Table K-2. Nodes in the Link-Node Analysis Network which are Controlled 2 2476480 383120 TCP - Uncontrolled 11 9 2334158 316108 TCP - Uncontrolled 20 11 2333664 315921 Stop 20 12 2333541 315781 TCP - Uncontrolled 20 19 2363427 315498 TCP - Actuated 24 20 2363563 316178 Actuated 24 21 2436757 301791 TCP - Actuated 39 25 2429591 318295 Actuated 27 26 2429558 317614 TCP - Uncontrolled 27 27 2429510 316895 TCP - Actuated 27 62 2357275 319914 TCP - Uncontrolled 21 64 2358663 319061 TCP - Uncontrolled 21 66 2357269 318369 TCP - Uncontrolled 21 69 2355177 317463 Actuated 21 73 2462136 328433 TCP - Actuated 32 75 2462326 328031 TCP - Actuated 32 76 2359715 319237 TCP - Uncontrolled 21 77 2408663 334312 Stop 26 81 2448663 281244 Stop 47 82 2449199 281284 Stop 47 88 2444603 287326 TCP - Actuated 41 91 2445399 287740 TCP - Actuated 41 97 2443847 286997 Actuated 41 98 2447067 288750 Stop 41 99 2441270 301636 TCP - Actuated 39 104 2441099 300993 Stop 39 105 2442041 301459 Actuated 39 112 2461187 338835 TCP - Actuated 29 113 2460593 338810 TCP - Actuated 29 115 2460177 362205 TCP - Actuated 17 116 2460933 362299 TCP - Actuated 17 118 2460715 363703 Stop 17 122 2475449 382151 TCP - Uncontrolled 11 136 2465392 383184 Stop 11 137 2464701 382647 Stop 11 139 2455568 384738 Actuated 10 140 2455919 384789 Actuated 10 148 2454449 384566 Actuated 10 Susquehanna Steam Electric Station K-119 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

10 2453378 387454 TCP - Uncontrolled 10 12 2452359 387594 Stop 10 181 2448987 387249 Actuated 10 187 2429408 314018 TCP - Uncontrolled 27 188 2463823 323647 TCP - Actuated 32 189 2460999 331622 TCP - Uncontrolled 29 191 2444785 301767 TCP - Actuated 39 192 2462100 339167 TCP - Uncontrolled 32 194 2339787 311454 Actuated 35 197 2353204 316696 Actuated 21 198 2364538 321157 Actuated 24 200 2386742 327216 Actuated 26 201 2392425 330275 TCP - Uncontrolled 26 202 2396674 1 331347 1 TCP - Uncontrolled 26 203 2382670 325546 Actuated 25 205 2412909 348112 Stop 16 207 2413219 343111 Stop 16 208 2409048 363454 Actuated 15 209 2431898 383061 Stop 9 210 2445700 388949 TCP - Actuated 10 212 2460838 394522 Actuated 10 214 2382611 325946 Stop 25 215 2344619 376917 Stop 6 217 2363800 377602 Stop 7 220 2376150 377348 Actuated 7 221 2385830 376728 TCP - Actuated 8 224 2405846 369606 Stop 15 229 2350983 345812 TCP - Actuated 13 237 2375002 326677 Stop 25 238 2378955 326457 Stop 25 240 2390331 326164 TCP - Actuated 26 243 2357444 332146 TCP - Uncontrolled 21 245 2360537 328696 TCP - Uncontrolled 22 251 2366410 318545 TCP - Actuated 24 254 2412576 322708 Stop 27 259 2415173 349444 Yield 16 262 2413627 333291 TCP - Uncontrolled 27 264 2428398 356697 TCP - Uncontrolled 16 K-120 KLD Engineering, P.C.

Susquehanna Steam Electric Station KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

x y Grid Node Cow & nate Coordinato MIp (f t) (ft) I YP(' Number 270 1 2452236 1 356521 1TCP - Uncontrolled 17 271 2456519 359319 Stop 17 273 2450435 343568 Stop 17 277 2475430 353001 Actuated 18 278 2469662 352757 Stop 18 279 2477996 361049 Actuated 18 284 2445952 378795 TCP - Actuated 10 286 2440120 371958 TCP - Uncontrolled 10 287 2451727 377381 TCP - Actuated 10 288 2454076 378457 TCP - Actuated 10 289 2463458 387399 Actuated 11 293 2353264 293373 TCP - Actuated 35 295 2371698 288077 Stop 36 299 2386500 280188 Stop 45 302 2433482 282313 Actuated 46 303 2419620 271060 Stop 46 304 2419042 274745 Stop 46 306 2455463 293014 Stop 42 307 2458244 292270 Actuated 42 308 2462111 294868 Stop 43 310 2453737 283556 Actuated 47 311 2459659 284789 Actuated 47 312 2466876 286961 Pretimed 43 313 2457718 299145 Actuated 42 314 2458228 297034 Pretimed 42 316 2459387 310515 TCP - Actuated 40 322 2479747 314926 Actuated 32 324 2460208 291480 Stop 42 333 2433469 304181 Actuated 38 334 2467446 385254 Stop 11 336 2458828 361568 TCP - Actuated 17 339 2333267 315502 Actuated 20 340 2338363 310913 Actuated 35 359 2363732 320812 TCP - Uncontrolled 24 366 2370500 323442 Stop 24 368 2373455 323734 Stop 25 369 2384220 325904 Actuated 25 370 2408775 362836 Stop 15 Susquehanna Steam Electric Station K-121 KLD Engineering, P.C.

S Evacuation Time Estimate Rev. 0

x y Control Grid Node Coordinate Coordinate Map (f t) (f t) Type Number 371 2381532 326156 IStop 25 377 2384229 331086 Stop 23 380 2389117 328728 Stop 26 382 2390514 329512 Stop 26 386 2402617 332509 Stop 26 388 2388043 328337 Stop 26 389 2386605 327417 Pretimed 26 391 2413235 341147 Stop 27 397 2409357 360932 TCP - Actuated 15 412 2462271 395505 Stop 11 415 2463541 395974 Stop 11 417 2466006 396981 Actuated 11 425 2457786 291086 Actuated 42 427 2459872 290343 Stop 42 432 2456163 293442 Stop 42 433 2455352 293208 Stop 42 434 2454943 293116 Actuated 42 437 2458343 292746 Actuated 42 439 2382703 379010 Stop 7 440 2457225 292639 Actuated 42 442 2458657 295081 Actuated 42 446 2458158 297364 Stop 42 455 2336476 334113 TCP - Actuated 21 463 2449267 304638 Stop 39 468 2390490 324682 Stop 26 470 2395405 327419 Stop 26 474 2416612 324272 Stop 27 477 2412309 359175 TCP - Actuated 16 485 2455074 365508 TCP - Actuated 17 487 2447477 367141 Stop 17 490 2446299 303386 Actuated 39 493 2422870 419502 TCP - Actuated 4 494 2429752 371609 TCP - Actuated 9 500 2447026 376056 Stop 10 501 2448554 383206 TCP - Actuated 10 502 2450111 380873 Stop 10 503 2449800 380757 Stop 10 504 2448056 382700 TCP - Uncontrolled 10 Susquehanna Steam Electric Station K-122 KILD Engineering, P.C.

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bUb 24524I9 382UU1 Stop 1U 507 2463220 378872 Stop 11 508 2451686 383540 TCP - Actuated 10 514 2430889 309118 TCP - Actuated 38 517 2453104 293577 Actuated 42 518 2453223 292587 Actuated 42 519 2452546 295671 Actuated 42 520 2448892 297980 Actuated 41 521 2448266 300432 Actuated 39 523 2455470 296366 Actuated 42 524 2449911 297112 Stop 42 527 2457371 289796 Actuated 42 528 2459397 289038 Stop 42 529 2458855 294083 Actuated 42 532 2458405 301563 Actuated 40 548 2472263 390491 Actuated 11 556 2438980 284736 Actuated 47 574 2452885 315174 TCP - Uncontrolled 31 575 2406149 391050 Stop 8 583 2366988 354020 Stop 14 591 2462756 335289 Stop 32 593 2363228 360958 Stop 14 595 2361613 365542 Stop 14 606 2366523 412454 TCP - Actuated 2 619 2394039 420822 TCP - Uncontrolled 3 622 2438359 284522 Actuated 47 625 2441281 285805 Actuated 41 627 2427463 384255 TCP - Actuated 9 632 2406369 258267 Stop 45 639 2334777 320948 TCP - Actuated 21 653 2421506 419370 Stop 4 654 2365771 379031 Stop 7 656 2457803 292438 Actuated 42 657 2457936 292941 Stop 42 685 2459828 291611 Actuated 42 698 2480662 366225 Actuated 18 713 2431773 335265 Stop 27 722 2390331 326910 Stop 26 Susquehanna Steam Electric Station K-123 KLD Engineering, P.C.

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x y Control Glid Node Coot dinate Coordinate Ma P (f t) (f t) lype Number 731 2437254 371066 TCIP - Uncontrolled 10 734 2470064 392044 Actuated 11 738 2375466 324120 Actuated 25 744 2383669 330755 Stop 23 749 2486323 359375 Stop 18 760 2485355 358116 Stop 18 770 2326342 307871 Actuated 34 771 2327986 306828 Actuated 34 772 2328246 306568 Actuated 34 778 2331097 302726 Stop 34 786 2337266 310478 Actuated 35 787 2465507 396721 Actuated 11 789 2398710 258271 Stop 45 793 2461416 316640 TCP - Actuated 31 799 2456165 305742 TCP - Actuated 40 802 2457236 301279 Actuated 40 804 2453372 283441 Yield 47 805 2443583 301615 Actuated 39 809 2447040 301361 Actuated 39 811 2449898 376672 TCP - Uncontrolled 10 814 2449271 297574 Stop 41 816 2450358 296796 Actuated 42 819 2452909 294137 Actuated 42 822 2453600 293534 Actuated 42 823 2453976 293391 Actuated 42 833 2329692 307491 Actuated 34 842 2450959 387813 Stop 10 849 2481852 368216 Actuated 18 851 2486557 365089 Stop 18 869 2380756 340688 Actuated 23 876 2376104 344737 Stop 14 877 2374772 344759 TCP - Actuated 14 883 2366605 354595 Stop 14 888 2385175 326483 Actuated 25 901 2334184 355033 Stop 12 917 2369474 370269 TCP - Uncontrolled 14 918 2366489 377656 Stop 7 925 2419050 389121 TCP - Uncontrolled 9 Susquehanna Steam Electric Station K-124 KLD Engineering, P.C.

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x o to Ii 927 1 2424991 1 386569 1TCP - Uncontrolled 9 931 2406097 369237 Stop 15 936 2343625 407772 Stop 1 939 2362170 411623 TCP - Uncontrolled 2 959 2387896 328571 Stop 26 960 2386458 327630 Actuated 26 961 2385995 327317 Actuated 26 962 2385046 326684 Stop 25 963 2384105 326073 Stop 25 976 2361244 293551 TCP - Uncontrolled 36 996 2409851 282053 Stop 45 1022 2464401 388138 Actuated 11 1026 2454234 319501 TCP - Uncontrolled 31 1028 2449633 318667 TCP - Uncontrolled 31 1032 2437167 303561 TCP - Uncontrolled 39 1042 2425787 377098 Stop 9 1044 2453000 378141 TCP - Uncontrolled 10 1045 2454030 375920 Yield 10 1052 2367987 329046 Stop 22 1053 2446753 374681 TCP - Uncontrolled 10 1059 2479866 386206 Actuated 11 1060 2477268 386354 Actuated 11 1064 2327574 307038 Actuated 34 1070 2449591 343095 Yield 17 1071 2448420 346721 TCP - Uncontrolled 17 1073 2450728 381155 Stop 10 1076 2392475 344898 Stop 15 1089 2368994 335059 Stop 22 1094 2415885 389507 Stop 9 1100 2468400 386543 Actuated 11 1102 2456917 384990 Actuated 10 1110 2458549 292165 Actuated 42 1112 2458965 291989 Actuated 42 1115 2453758 283242 Yield 47 1119 2447192 303933 Actuated 39 1121 2445035 301702 Stop 39 1122 2444567 301767 Stop 39 1127 2481848 389894 Actuated 11 Susquehanna Steam Electric Station K-125 KLD Engineering, P.C.

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1130 2436741 283759 Actuated 47 1132 2459358 291805 Actuated 42 1137 2459424 284762 Yield 47 1139 2457619 299499 Stop 40 1140 2456265 299003 Stop 42 1141 2454904 298729 Stop 42 1142 2457153 299244 Stop 42 1160 2451905 314694 TCP-Uncontrolled 31 1165 2379220 324887 Stop 25 1Coordinates are in the North American Datum of 1983 Pennsylvania North Plane Zone Susquehanna Steam Electric Station K-126 KLD Engineering, P.C.

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APPENDIX L ERPA Boundaries

L. ERPA BOUNDARIES County: Luzerne ERPA 1 Defined as the area within the following boundary: Black Creek Township boundary.

County: Luzerne ERPA 2 Defined as the area within the following boundary: Hunlock Township bounded by Pritchards Road (SR 4026) to the north, Hunlock Township Corporate Boundary to the east, south and west.

County: Luzerne ERPA 3 Defined as the area within the following boundary: Union Township boundary.

County: Luzerne ERPA 4 Defined as the area within the following boundary: Huntington Township boundary.

County: Luzerne ERPA 5 Defined as the area within the following boundary: New Columbus Borough boundary.

County: Columbia Defined as the area within the following boundary: To the north bounded by ERPA 6 Strawberry Lane, Zaners Bridge Road (LR 19067), Ridge Rd and Frosty Hollow Rd; to the east by Columbia/Luzerne County Boundaries; to the south by Fishing Creek Township Corporate Boundary; to the west by Fishing Creek Township Corporate Boundary and State Highway 487.

County: Luzerne ERPA 7 Defined as the area within the following boundary: Salem Township boundary.

County: Luzerne ERPA 8 Defined as the area within the following boundary: Shickshinny Borough boundary.

County: Luzerne ERPA 9 Defined as the area within the following boundary: Conyngham Township boundary.

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County: Columbia ERPA 10 Defined as the area within the following boundary: Berwick Borough boundary.

County: Columbia ERPA 11 Defined as the area within the following boundary: Briar Creek Borough boundary County: Luzerne ERPA 12 Defined as the area within the following boundary: Nescopeck Borough boundary.

County: Luzerne ERPA 13 Defined as the area within the following boundary: Nescopeck Township boundary.

County: Luzerne ERPA 14 Defined as the area within the following boundary: Hollenback Township boundary.

County: Luzerne ERPA 15 Defined as the area within the following boundary: Sugarloaf Township boundary.

County: Luzerne 0

ERPA 16 Defined as the area within the following boundary: Conyngham Township boundary.

County: Luzerne ERPA 17 Defined as the area within the following boundary: Dorrance Township boundary.

County: Luzerne ERPA 18 Defined as the area within the following boundary: Slocum Township boundary.

County: Luzerne ERPA 19 Defined as the area within the following boundary: Nuangola Borough boundary.

County: Luzerne ERPA 20 Defined as the area within the following boundary: Newport Township boundary.

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County: Luzerne ERPA 21 Defined as the area within the following boundary: Nanticoke City boundary.

County: Luzerne ERPA 22 Defined as the area within the following boundary: Butler Township, bounded by the Butler Township Corporate Boundary to the north, east and west and by Butler Township Corporate Boundary, State Highway 309 and 1-8 to the south.

County: Columbia Defined as the area within the following boundary: Beaver Township, ERPA 23 bounded by the Beaver Township Corporate Boundary to the north, east and south and by Mifflin X Rd, Chapel Hill Road, Beaver Valley Road and State Highway 339 to the west.

County: Columbia ERPA 24 Defined as the area within the following boundary: Mifflin Township boundary.

County: Columbia ERPA 25 Defined as the area within the following boundary: South Centre Township, bounded on the north, east and south by South Center Township Corporate Boundary and by Lows Street to the west.

County: Luzerne Defined as the area within the following boundary: North Centre Township.

ERPA 26 Bounded to the north, east and south by North Centre Township Corporate Boundary; to the west by McDowell Hill Road, Ridge Road, Harris Road, Fowlersville Road, Cabin Run Road and SR 93.

County: Luzerne ERPA 27 Defined as the area within the following boundary: Briar Creek Township boundary.

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APPENDIX M Evacuation Sensitivity Studies

M. EVACUATION SENSITIVITY STUDIES This appendix presents the results of a series of sensitivity analyses. These analyses are designed to identify the sensitivity of the ETE to changes in some base evacuation conditions.

M.1 Effect of Changes in Trip Generation Times A sensitivity study was performed to determine whether changes in the estimated trip generation time have an effect on the ETE for the entire EPZ. Specifically, if the tail of the mobilization distribution were truncated (i.e., if those who responded most slowly to the Advisory to Evacuate, could be persuaded to respond much more rapidly), how would the ETE be affected? The case considered was Scenario 1, Region 3; a summer, midweek, midday, good weather evacuation of the entire EPZ. Table M-1 presents the results of this study.

Table M-1. Evacuation lime Estimates for Trip Generation Sensitivity Study 2 Hours 00 Minutes 2:15 3:30 3 Hours 00 Minutes 2:20 3:30 4 Hours 00 Minutes (Base) 2:20 4:10 As discussed in Section 7.3, traffic congestion persists within the EPZ for about 3 hours3.472222e-5 days 8.333333e-4 hours 4.960317e-6 weeks 1.1415e-6 months . As such, the ETE for the 100th percentiles are affected by differences in trip generation time greater than 3 hours3.472222e-5 days 8.333333e-4 hours 4.960317e-6 weeks 1.1415e-6 months . The 90th percentile ETE are not sensitive to truncating the tail of the mobilization time distribution.

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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 1, Region 3; a summer, midweek, midday, good weather evacuation for the entire EPZ. The movement of people in the Shadow Region has the potential to impede vehicles evacuating from an Evacuation Region within the EPZ. Refer to Sections 3.2 and 7.1 for additional information on population within the shadow region.

Table M-2 presents the evacuation time estimates for each of the cases considered. The results show that the ETE is not impacted by shadow evacuation from 0% to 20%. Tripling the shadow percentage increases the 90th percentile ETE by 5 minutes - not a significant change.

Table M-2. Evacuation Time Estimates for Shadow Sensitivity Study VýICLJtillý0 Evika in Tm ief 0thrE tr Percent ~ShdwSao 0 0 2:20 4:10 10 5,050 2:20 4:10 20 (Base) 10,101 2:20 4:10 60 30,303 2:25 4:10 Susquehanna Steam Electric Station M-2 KLD Engineering, P.C.

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M.3 Effect of Changes in EPZ Resident Population A sensitivity study was conducted to determine the effect on ETE of changes in the resident population within the study area (EPZ plus Shadow Region). As population in the study area changes over time, the time required to evacuate the public may increase, decrease, or remain the same. Since the ETE is related to the demand to capacity ratio present within the study area, changes in population will cause the demand side of the equation to change. The sensitivity study was conducted using the following planning assumptions:

1. The percent change in population within the study area was varied between +30% and -

46%. Changes in population were applied to permanent residents only (as per federal guidance), in both the EPZ area and in the Shadow Region.

2. The transportation infrastructure remained fixed; the presence of new roads or highway capacity improvements were not considered.

3. The study was performed for the 2-Mile Region (R01), the 5-Mile Region (R02) and the entire EPZ (R03).

4. The scenario which yielded the highest ETE values was selected as the case to be considered in this sensitivity study (Scenario 8).

Table M-3 presents the results of the sensitivity study.Section IV of Appendix E to 10 CFR Part 50, and NUREG/CR-7002, Section 5.4, require licensees to provide an updated ETE analysis to the NRC when a population increase within the EPZ causes ETE values (for the 2-Mile Region, 5-Mile Region or entire EPZ) to increase by 25 percent or 30 minutes, whichever is less. Note that all of the base ETE values are greater than 2 hours2.314815e-5 days 5.555556e-4 hours 3.306878e-6 weeks 7.61e-7 months ; 25 percent of the base ETE is always greater than 30 minutes. Therefore, 30 minutes is the lesser and is the criterion for updating.

Those percent population changes which result in ETE changes greater than 30 minutes are highlighted in red below - a 30% increase, or 46% decrease in the EPZ population. PPL will have to estimate the EPZ population on an annual basis. If the EPZ population increases by 30% or more, or decreases by 46% or more, an updated ETE analysis will be needed.

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Table M-3. ETE Variation with Population Change 0

ET fo 9t' Pecntl Population Change Population Change Region Base 10% 20% 1 30% Base -10% -20% -46%

2-MILE 2:35 2:35 2:35 2:35 2:35 2:35 2:35 2:30 5-MILE 2:40 2:45 2:55 3:05 2:40 2:30 2:25 2:20 FULLEPZ

-T -o 3:00 3:0 3:20 1DtI3:30 Population Change

-er-ent-l- 3:00 2:55 2:50 Population Change 2:30 Region Base 10% 20% 30% Base -10% -20% -46%

2-MILE 4:30 4:30 4:30 4:35 4:30 4:30 4:30 4:30 5-MILE 4:35 4:35 4:35 4:35 4:35 4:35 4:35 4:35 FULL EPZ 4:40 4:40 4:40 5:10 4:40 4:40 4:40 4:40 Susquehanna Steam Electric Station M-4 KLD Engineering, P.C.

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APPENDIX N ETE Criteria Checklist

N. ETE CRITERIA CHECKLIST Table N-1. ETE Review Criteria Checklist R Reie Crtei Critrio 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 identifies primary features Yes Figure 1-1 of the site, including major roadways, significant topographical features, boundaries of counties, and population centers within the EPZ.

c. A comparison of the current and previous ETE should be Yes Table 1-3 provided and includes similar information as identified in Table 1-1, "ETE Comparison," of NUREG/CR-7002.

1.1 Approach

a. A discussion of the approach and level of detail obtained Yes Section 1.3 during the field survey of the roadway network should be provided.

b. Sources of demographic data for schools, special facilities, Yes Section 2.1 large employers, and special events should be identified. Section 3

c. Discussion should be presented on use of traffic control Yes Section 1.3, Section 2.3, 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, C and identified by name and version. D Susquehanna Steam Electric Station N-1 KLD Engineering, P.C.

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

Section 5, Appendix F - 4% sampling error at 95% confidence interval for telephone survey 1.2 Assumptions

a. The planning basis for the ETE includes the assumption that Yes Section 2.3 - Assumption 1 the evacuation should be ordered promptly and no early Section 5.1 protective actions have been implemented.

b. Assumptions consistent with Table 1-2, "General Yes Sections 2.2, 2.3 Assumptions," of NUREG/CR-7002 should be provided and include the basis to support their use.

1.3 Scenario Development

a. The ten scenarios in Table 1-3, Evacuation Scenarios, Yes Tables 2-1, 6-2 should be developed for the ETE analysis, or a reason should be provided for use of other scenarios.

1.3.1 Staged Evacuation

a. A discussion should be provided on the approach used in Yes Sections 5.4.2, 7.2 development of a staged evacuation. _

1.4 Evacuation Planning Areas

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.

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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.

growth to reflect population estimates to the year of the No 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 land 2 Yes 1.94 persons per vehicle-Table 1-3 or justification should be provided for other values.

b. Major employers should be listed. Yes Appendix E-Table E-3 2.1.2 Transient Population Rev. 0 Susquehanna Steam Electric Station N-3 KILD Engineering, P.C.

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.R Reie Crtei Crteio Addese Comments

a. A list of facilities which attract transient populations should Yes Sections 3.3, 3.4, Appendix E 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 itemized and totaled for each scenario. the 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 for Figure 3 employees the transient population.

2.2 Transit Dependent Permanent Residents

a. The methodology used to determine the number of transit Yes Section 8.1, Tables 8-1A, 8-1B dependent residents should be discussed.

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

c. The county/local evacuation plans for transit dependent Yes Sections 8.1, 8.4, 8.5, Table 8_1B residents should be used in the analysis.

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d. The methodology used to determine the number of people Yes Section 8.5 with disabilities and those with access and functional needs who may need assistance and do not reside in special facilities should be provided. Data from local/county registration programs should be used in the estimate, but should not be the only set of data.

e. Capacities should be provided for all types of Yes Section 2.3 - Assumption 10 transportation resources. Bus seating capacity of 50% Sections 3.5, 8.1, 8.2, 8.3 should be used or justification should be provided for higher values.

f. An estimate of this population should be provided and Yes Tables 8-1A, 8-1B -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 Sections 8.3, 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-3,E7 - list facilities, location, and average population should be provided. type, location, and population Special facility staff should be included in the total special facility population.

b. A discussion should be provided on how special facility data Yes Sections 8.3, 8.6 was obtained.

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0 R Reie. Crtei Crtro Adrse Comments

c. The number of wheelchair and bed-bound individuals Yes Section 8.3, Table E-3 should be provided.

d. An estimate of the number and capacity of vehicles needed Yes Section 8.3 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 medical support or security support for prisons, jails, and Section 8.6 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, E-2 population, and transportation resources required to Section 8.2 support the evacuation, should be provided. The source of this information should be provided.

b. Transportation resources for elementary and middle Yes Table 8-2 schools should be based on 100% of the school capacity.

c. The estimate of high school students who will use their Yes Section 8.2 (schools) personal vehicle to evacuate should be provided and a Section 3.4 (colleges) basis for the values used should be discussed.

d. The need for return trips should be identified if necessary. Yes There are sufficient resources to evacuate schools in a single wave. However, Section 8.3 and Figure 8-1 discuss the potential for a multiple wave evacuation N-6 KID Engineering, P.C.

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. Reie

. Crtei C itro Addesse Comment 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 footnote network should be consistent with the trip generation time generated for the permanent resident population.

2.5.3 Background and Pass Through Traffic Susquehanna Steam Electric Station N-7 KLD Engineering, P.C.

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NR Reie Crtei Crteio Addese Comment

a. The volume of background traffic and pass through traffic is Yes Section 3.7 based on the average daytime traffic. Values may be Table 3-6 reduced for nighttime scenarios.

Section 6 Tables 6-3, 6.4

b. Pass through traffic is assumed to have stopped entering Yes Section 2.3- Assumption 5 the EPZ about two hours after the initial notification. Section 3.7 2.6 Summary of Demand Estimation

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

3.0 Roadway Capacity

a. The method(s) used to assess roadway capacity should be Yes Section 4 discussed.

3.1 Roadway Characteristics

a. A field survey of key routes within the EPZ has been Yes Section 1.3 conducted.

b. Information should be provided describing the extent of Yes Section 1.3 the survey, and types of information gathered and used in the analysis.

c. A table similar to that in Appendix A, "Roadway Yes Appendix K,Table K-1 Characteristics," of NUREG/CR-7002 should be provided.

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RReie Crtei Crtro Addese omet

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-i through K-48 numbers and segments used to develop the ETE should be present the entire link-node analysis provided and should be similar to Figure 3-1, "Roadway network at a scale suitable to identify all Network Identifying Nodes and Segments," of NUREG/CR- links and nodes 7002.

3.2 Capacity Analysis

a. The approach used to calculate the roadway capacity for Yes Section 4 the transportation network should be described in detail and identifies factors that should be expressly used in the modeling.

b. The capacity analysis identifies where field information Yes Section 1.3, Section 4 should be used in the ETE calculation.

3.3 Intersection Control

a. A list of intersections should be provided that includes the Yes Appendix K,Table K-2 total number of intersections modeled that are unsignalized, signalized, or manned by response personnel.

b. Characteristics for the 10 highest volume intersections Yes Table J-1 within the EPZ are provided including the location, signal cycle length, and turn lane queue capacity.

c. Discussion should be provided on how signal cycle time is Yes Section 4.1, Appendix C.

used in the calculations.

3.4 Adverse Weather Susquehanna Steam Electric Station N-9 KILD Engineering, P.C.

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.R Reie Crtei Crtro Addese Comment

a. The adverse weather condition should be identified and the Yes Table 2-1, Section 2.3 - Assumption 9 effects of adverse weather on mobilization time should be Mobilization time -Table 2-2, Section 5.3 considered. (page 5-10)

b. The speed and capacity reduction factors identified in Table Yes Table 2 based on HCM 2010. The 3-1, "Weather Capacity Factors," of NUREG/CR-7002 factors provided in Table 3-1 of should be used or a basis should be provided for other NUREG/CR-7002 are from HCM 2000.

values.

c. The study identifies assumptions for snow removal on Yes Section 5.3 - page 5-10 streets and driveways, when applicable. Appendix F - Section F.3.3 4.0 Development of Evacuation Times 4.1 Trip Generation Time

a. The process used to develop trip generation times should Yes Section 5 be identified.

b. When telephone surveys are used, the scope of the survey, Yes Appendix F 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 Susquehanna Steam Electric Station N-10 KLD Engineering, P.C.

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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. Trip households with and without returning generation time includes the assumption that a percentage commuters. Table 6-3 presents the of residents will need to return home prior to evacuating. percentage of households with returning 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 potentially Yes Section 5, Figure 5-1 returning to hotels prior to evacuating.

d. Effect of public transportation resources used during Yes Section 3.8 special events where a large number of transients should be expected should be considered.

e. The trip generation time for the transient population Yes Section 5, Table 5-9 should be integrated and loaded onto the transportation network with the general public.

4.1.2 Transit Dependent Residents Susquehanna Steam Electric Station N-11 KILD Engineering, P.C.

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a. i1 availanle, existing plans ana Dus routes snouioe usea in Yes *ection u~i - page a-i. rre-estaoiisneo the ETE analysis. If new plans should be developed with bus routes do not exist. Basic bus routes the ETE, they have been agreed upon by the responsible were developed for the ETE analysis - see authorities. Figures 8-2A and 8-2B, Table 8-10.

b. Discussion should be included on the means of evacuating Yes Section 8.4 ambulatory and non-ambulatory residents.

c. The number, location, and availability of buses, and other Yes Section 8.4 resources needed to support the demand estimation should be provided.

d. Logistical details, such as the time to obtain buses, brief Yes Section 8.4, Figure 8-1 drivers, and initiate the bus route should be provided.

e. Discussion should identify the time estimated for transit Yes Section 8.4, Page 8-5 dependent residents to prepare and travel to a bus pickup point, and describes the expected means of travel to the pickup point.

f. The number of bus stops and time needed to load Yes Section 8.4, Page 8-6 passengers should be discussed.

g. A map of bus routes should be included. Yes Figures 8-2A and 8-2B

h. The trip generation time for non-ambulatory persons Yes Section 8.4 includes the time to mobilize ambulances or special vehicles, time to drive to the home of residents, loading time, and time to drive out of the EPZ should be provided.

i. Information should be provided to supports analysis of Yes Section 8.4 return trips, if necessary. Figure 8-1 Tables 8-11 through 8-13 Susquehanna Steam Electric Station N-12 KLD Engineering, P.C.

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a. Information on evacuation logistics and mobilization times Yes Section 8.4, Tables 8-14 through 8-6 should be provided.

b. Discussion should be provided on the inbound and Yes Section 8.4 outbound speeds.

c. The number of wheelchair and bed-bound individuals Yes Section 8.4, Table 8-4 should be provided, and the logistics of evacuating these residents should be discussed.

d. Time for loading of residents should be provided Yes Section 8.4, Tables 8-14 through 8-16

e. Information should be provided that indicates whether the Yes Section 8.4, Table 8-5 evacuation can be completed in a single trip or if additional trips should be needed.

f. If return trips should be needed, the destination of vehicles Yes Section 8.4 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 8-14 through 8-16 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.- _

Susquehanna Steam Electric Station Susquehanna Steam Electric Station N-13 KLD Engineering, P.C.

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b. Discussion should be provided on the inbound and Yes School bus routes are presented in Table outbound speeds. 8-6.

School bus speeds are presented in Tables 8-7 through 8-9. Outbound speeds are defined as the minimum of the evacuation route speed and the state school bus speed limit.

c. Time for loading of students should be provided. Yes Tables 8-7 through 8-9, discussion in Section 8.4

d. Information should be provided that indicates whether the Yes Section 8.4 - page 8-6. Table 8-5 evacuation can be completed in a single trip or if additional trips are needed.

e. If return trips are needed, the destination of school buses Yes Return trips are not needed should be provided.

f. If used, reception centers should be identified. Discussion Yes Table 8-3. Students are evacuated to 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 evacuated parents or guardians.

to their final destination.

g. Supporting information should be provided to quantify the Yes Return trips are not needed. Tables 8-7 time elements for the return trips, and 8-9 provide time needed to arrive at host school, which could be used to compute a second wave evacuation if necessary 4.2 ETE Modeling Susquehanna Steam Electric Station N-14 KLD Engineering, P.C.

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a. General information about the model should be provided Yes DYNEV II (Ver. 4.0.10.0). Section 1.3, and demonstrates its use in ETE studies. Table 1-3, Appendix B, Appendix C.

b. If a traffic simulation model is not used to conduct the ETE No Not applicable as a traffic simulation calculation, sufficient detail should be provided to validate model was used.

the analytical approach used. All criteria elements should have been met, as appropriate.

4.2.1 Traffic Simulation Model Input

a. Traffic simulation model assumptions and a representative Yes Appendices B and C describe the set of model inputs should be provided. simulation model assumptions and algorithms Table J-2

b. A glossary of terms should be provided for the key Yes Appendix A

, performance measures and parameters used in the Tables C-1, C-2 analysis.

4.2.2 Traffic Simulation Model Output

a. A discussion regarding whether the traffic simulation model Yes Appendix B used must be in equilibration prior to calculating the ETE should be provided.

Susquehanna Steam Electric Station N-15 KLD Engineering, P.C.

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b. The minimum following model outputs should be provided Yes 1. Table J-5.

to support review: 2. Table J-3.

1. Total volume and percent by hour at each EPZ exit 3. Table J-1.

node. 4. Table J-3.

2. Network wide average travel time. 5. Figures J-1 through J-14 (one plot

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

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

4. Total vehicles exiting the network. speed also provided in Table J-3.

5. A plot that provides both the mobilization curve and evacuation curve identifying the cumulative percentage of evacuees who have mobilized and exited the EPZ.

6. Average speed for each major evacuation route that exits the EPZ.

c. Color coded roadway maps should be provided for various Yes Figures 7-3 through 7-7 times (i.e., at 2, 4, 6 hrs., etc.) during a full EPZ evacuation scenario, identifying areas where long queues exist including level of service (LOS) "E" and LOS "F" conditions, if they occur.

4.3 Evacuation Time Estimates for the General Public

a. The ETE should include the time to evacuate 90% and 100% Yes Tables 7-1, 7-2 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 Susquehanna Steam Electric Station N-16 KLD Engineering, P.C.

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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 Tables 8-14 through 8-16 5.0 Other Considerations 5.1 Development of Traffic Control Plans

a. Information that responsible authorities have approved the Yes Section 9, Appendix G traffic control plan used in the analysis-should be provided.

b. A discussion of adjustments or additions to the traffic Yes Appendix G control plan that affect the ETE should be provided.

5.2 Enhancements in Evacuation Time

a. The results of assessments for improvement of evacuation Yes 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 at the final project meeting. No enhancements pertaining to local authorities were recommended.

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.

Susquehanna Steam Electric Station N-17 KILD Engineering, P.C.

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b. Information should be provided on any unresolved issues Yes No issues were determined after the that may affect the ETE. project final meeting.

5.4 Reviews and Updates

a. A discussion of when an updated ETE analysis is required to Yes / Appendix M, Section M.3 be performed and submitted to the NRC. _

5.5 Reception Centers and Congregate Care Center

a. A map of congregate care centers and reception centers Yes Figure 10-1 should be provided.

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

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 Susquehanna Steam Electric Station N-18 KLD Engineering, P.C.

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