ML14042A187

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Kld TR-617, Development of Evacuation Time Estimates, Final Report, Rev. 0. Appendix K, Page K-231 - End
ML14042A187
Person / Time
Site: Limerick  Constellation icon.png
Issue date: 01/31/2014
From:
KLD Engineering, PC
To:
Exelon Generation Co, Office of Nuclear Material Safety and Safeguards, Office of Nuclear Reactor Regulation
References
TR-617, Rev 0
Download: ML14042A187 (87)
v • d • e


Text

4382 liz14U4 WA I IKLUU AVt L.ULLtI(.UK 1 J.5U 4 I/bU 4U 8 4383 4035 3238 CONTESTOGA RD COLLECTOR 1079 1 12 4 1750 45 88 4384 4036 314 MIDLAND AVE COLLECTOR 1588 1 12 4 1750 40 88 4385 4037 319 GROVE AVE COLLECTOR 725 1 12 4 1750 40 88 4386 4037 320 BERKELEY RD COLLECTOR 889 1 12 4 1750 40 88 4387 4038 322 OLD EAGLE SCHOOL RD COLLECTOR 2044 1 12 4 1750 40 89 4388 4039 321 DRIVEWAY LOCAL ROADWAY 233 1 12 4 1750 30 89 4389 4040 3163 CONTENTION LN COLLECTOR 813 1 12 4 1750 40 74 4390 4041 3217 1-76 ON-RAMP FREEWAY RAMP 190 1 12 4 1750 40 75 4391 4041 3221 1-76 ON-RAMP FREEWAY RAMP 228 1 12 4 1700 45 75 4392 4042 3216 DEVON PARK DR MINOR ARTERIAL 342 2 12 4 1750 45 75 4393 4042 3247 DEVON PARK DR COLLECTOR 4198 1 12 4 1700 40 74 4394 4043 3218 COUNTY LINE RD COLLECTOR 546 1 12 4 1750 40 75 4395 4044 192 US 202 ON-RAMP FREEWAY RAMP 490 1 12 4 1700 45 75 4396 4045 1263 1-76 ONR-AMP FREEWAY RAMP 290 1 12 4 1750 40 75 4397 4046 4047 US 202 SERVICE RD FREEWAY 2143 3 12 4 2250 65 75 4398 4047 86 US 422 ON-RAMP FREEWAY RAMP 1009 1 12 4 1700 40 75 4399 4048 186 US 202 FREEWAY 627 4 12 4 2250 70 75 4400 4048 189 US 202 FREEWAY 1350 2 12 4 2250 70 75 4401 4049 186 US 202 FREEWAY 248 3 12 4 2250 70 75 4402 4049 345 US 202 MINOR ARTERIAL 584 4 12 4 1750 40 75 4403 4050 169 1-76 ON-RAMP FREEWAY RAMP 906 1 12 4 1700 40 75 4404 4050 3129 OFF-RAMP FREEWAY RAMP 871 1 12 4 1750 40 75 4405 4051 171 1-76 SERVICE RD FREEWAY 1367 2 12 4 2250 70 75 4406 4051 3748 US 202 ON-RAMP FREEWAY RAMP 299 2 12 4 1900 40 75 4407 4052 175 1-76 FREEWAY 1074 4 12 4 2250 70 75 4408 4052 176 1-76 FREEWAY 2404 3 12 4 2250 70 75 4409 4053 179 1-76 ON-RAMP FREEWAY RAMP 302 1 12 4 1575 35 78 4410 4053 1276 1-76 OFF-RAMP FREEWAY RAMP 1154 1 12 4 1750 40 78 4411 4054 237 1-476 FREEWAY 5132 3 12 4 2250 70 78 4412 4054 238 1-476 FREEWAY 2374 3 12 4 2250 70 78 4413 4055 2 1-76 ON-RAMP FREEWAY RAMP 986 1 12 4 1350 30 78 Limerick Generating Station K-231 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

Up Down Lan Shule Sauato Fre Grid Stream*4. Stra Legt No of wit idh FowRg Foa 4414 4055 239 1-476 ON-RAMP FREEWAY RAMP 953 1 12 4 1700 45 78 4415 4056 183 1-76 ON-RAMP FREEWAY RAMP 877 1 12 4 1700 40 78 4416 4057 246 1-476 ON-RAMP FREEWAY RAMP 519 1 12 4 1350 30 77 4417 4058 799 CHEMICAL RD MINOR ARTERIAL 748 2 12 4 1750 40 77 4418 4059 254 1-476 ON-RAMP FREEWAY RAMP 774 1 12 4 1700 45 77 4419 4059 3055 1-476 ON-RAMP FREEWAY RAMP 1070 2 12 4 1900 45 77 4420 4060 232 1-276 ON-RAMP FREEWAY RAMP 402 1 12 4 1350 30 77 4421 4062 4130 SANDY HILL RD COLLECTOR 2737 1 12 4 1700 40 77 4422 4062 4328 PLYMOUTH RD COLLECTOR 1163 1 12 4 1700 40 77 4423 4063 3231 KING OF PRUSSIA RD COLLECTOR 1833 1 12 4 1700 45 75 4424 4063 3233 UPPER GULPH RD COLLECTOR 1824 1 12 4 1700 40 75 4425 4064 3203 RADNOR RD COLLECTOR 1394 1 12 4 1750 35 75 4426 4065 3203 UPPER GULPH RD COLLECTOR 782 1 12 4 1750 40 75 4427 4066 4065 N WAYNE AVE COLLECTOR 1243 1 12 4 1750 40 75 4428 4067 3204 KING OF PRUSSIA RD COLLECTOR 4460 1 12 4 1700 40 75 4429 4067 3205 KING OF PRUSSIA RD COLLECTOR 2029 1 12 4 1750 40 75 4430 4068 1270 BROOKS RD COLLECTOR 478 1 12 4 1750 40 75 4431 4068 3225 CROTON RD COLLECTOR 1080 1 12 4 1750 40 75 4432 4069 1272 SHOEMAKER RD COLLECTOR 774 1 12 4 1750 40 78 4433 4069 4070 SHOEMAKER RD COLLECTOR 1134 1 12 4 1750 40 78 4434 4070 1274 S HERDERSON RD COLLECTOR 2283 1 12 4 1750 40 78 4435 4071 4073 ROUTE 23 MINOR ARTERIAL 2081 1 12 4 1700 40 78 4436 4072 4071 GYPSY LN COLLECTOR 722 1 12 4 1750 40 78 4437 4073 1276 ROUTE 23 MINORARTERIAL 481 2 12 4 1750 40 78 4438 4074 1277 ROUTE 23 MINOR ARTERIAL 395 1 12 4 1700 40 78 4439 4075 1269 LONG RD COLLECTOR 705 1 12 4 1750 40 75 4440 4076 1267 DRIVEWAY LOCAL ROADWAY 1086 1 12 4 1750 35 75 4441 4077 1268 DRIVEWAY LOCAL ROADWAY 296 1 12 4 1750 30 75 4442 4078 1266 DRIVEWAY LOCAL ROADWAY 344 2 12 4 1750 30 75 4443 4079 1261 GODDARD BLVD COLLECTOR 2953 1 12 4 1750 40 73 4444 4079 3151 GODDARD BLVD MINOR ARTERIAL 698 2 12 4 1750 40 73 4445 4080 3153 DRIVEWAY LOCAL ROADWAY 249 2 12 4 1750 30 73 KLD Engineering, P.C.

Limerick Generating Station K-232 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

Up Don Lan Shole Sauato Fre Gi 4446 4081 346 MALL BLVD MINOR ARTERIAL 699 2 12 4 1750 40 75 4447 4082 4081 DRIVEWAY LOCAL ROADWAY 401 1 12 4 1750 30 75 4448 4083 345 US 202 MINOR ARTERIAL 533 5 12 4 1750 40 75 4449 4083 346 US 202 MINOR ARTERIAL 410 2 12 4 1750 40 75 4450 4084 3131 DRIVEWAY LOCAL ROADWAY 214 1 12 4 1750 30 75 4451 4085 1262 DRIVEWAY LOCAL ROADWAY 226 1 12 4 1750 30 75 FREEDOM BUSINESS 4452 4086 1259 CENTER DR COLLECTOR 263 1 12 4 1750 30 72 4453 4087 85 US 422 FREEWAY 2987 2 12 4 2250 70 74 4454 4087 86 US 422 FREEWAY 1863 3 12 4 2250 70 75 4455 4088 3124 MOORE RD COLLECTOR 1654 1 12 4 1750 40 73 4456 4088 3125 MOORE RD MINOR ARTERIAL 1281 2 12 4 1750 40 72 VALLEY FORGE RD/ROUTE 4457 4089 3125 23 MINOR ARTERIAL 544 2 12 4 1750 40 72 4458 4090 3144 GEERDES BLVD COLLECTOR 723 1 12 4 1750 40 73 4459 4090 3147 GEERDES BLVD MINOR ARTERIAL 940 2 12 4 1750 40 73 VALLEY FORGE RD/ROUTE 4460 4091 3121 23 MINOR ARTERIAL 1141 2 12 4 1750 40 73 4461 4092 3119 FIRST AVE COLLECTOR 1782 1 12 4 1750 40 73 4462 4092 3124 FIRST AVE MINOR ARTERIAL 3112 2 12 4 1750 40 73 4463 4093 4092 AMERICAN AVE COLLECTOR 421 1 12 4 1750 40 73 VALLEY FORGE RD/ROUTE 4464 4094 3115 23 MINOR ARTERIAL 317 1 12 4 1700 40 73 VALLEY FORGE RD/ROUTE 4465 4094 3142 23 MINOR ARTERIAL 2314 1 12 4 1750 40 73 4466 4095 4094 PRINCE FREDERICK ST COLLECTOR 620 1 12 4 1750 40 73 4467 4096 349 BRANDYWINE LN COLLECTOR 361 1 12 4 1750 35 73 4468 4097 350 KING CIR MINOR ARTERIAL 199 2 12 4 1750 30 73 4469 4098 351 TOWN CENTER RD COLLECTOR 791 1 12 4 1750 40 73 4470 4099 353 SAULIN BLVD COLLECTOR 1808 1 12 4 1750 40 76 4471 4099 4592 DRIVEWAY LOCAL ROADWAY 1080 1 12 4 1750 35 76 4472 4100 379 E FRONT ST COLLECTOR 582 1 12 4 1750 40 76 4473 4100 4275 MILL ST COLLECTOR 819 1 12 4 1750 40 76 Limerick Generating Station K-233 KILD Engineering, P.C.

Evacuation Time Estimate Rev. 0

Up Don Lan Shole Satrto Fre Gri 4474 4101 785 BARBADOES ST COLLECTOR 283 1 12 4 1750 30 76 4475 4102 4103 W MAIN ST COLLECTOR 306 1 12 4 1750 40 76 4476 4103 381 W MAIN ST COLLECTOR 711 1 12 4 1750 40 76 4477 4104 380 E LAYFEYETTE ST COLLECTOR 1024 1 12 4 1750 30 76 4478 4104 4102 CHERRY ST COLLECTOR 286 1 12 4 1750 30 76 4479 4105 4103 SWEDE ST COLLECTOR 648 1 12 4 1750 30 76 4480 4106 382 E AIRY ST COLLECTOR 961 1 12 4 1750 40 76 4481 4106 786 ARCH ST COLLECTOR 609 1 12 4 1750 30 76 4482 4106 4107 E AIRY ST COLLECTOR 716 1 12 4 1750 40 76 4483 4107 787 WALNUT ST COLLECTOR 579 1 12 4 1750 30 76 4484 4107 4108 E AIRY ST COLLECTOR 1038 1 12 4 1700 40 76 4485 4108 788 HIGH ST COLLECTOR 884 1 12 4 1750 40 76 4486 4108 4555 E AIRY ST COLLECTOR 768 1 12 4 1750 40 76 4487 4109 4321 NEW HOPE ST COLLECTOR 1383 1 12 4 1750 35 76 4488 4109 4375 E MARSHALL ST COLLECTOR 602 1 12 4 1750 35 76 4489 4110 384 E CHESTNUT ST COLLECTOR 737 1 12 4 1750 35 76 4490 4110 4567 SWEDE ST COLLECTOR 1030 1 12 4 1750 35 76 4491 4111 790 LUCETTA ST COLLECTOR 516 1 12 4 1750 35 76 4492 4112 362 W FORNACE ST COLLECTOR 532 1 12 4 1750 35 63 4493 4112 4568 E FORNACE ST COLLECTOR 710 1 12 4 1750 35 76 4494 4112 4572 PINE ST COLLECTOR 658 1 12 4 1575 35 63 4495 4113 364 W JOHNSON HWY COLLECTOR 1440 1 12 4 1750 35 63 4496 4113 4569 W JOHNSON HWY COLLECTOR 728 1 12 4 1575 35 63 4497 4114 368 GERMANTOWN PIKE MINOR ARTERIAL 858 2 12 4 1750 45 63 4498 4115 4114 HILLCREST AVE COLLECTOR 2470 1 12 4 1750 35 63 4499 4116 370 HILLTOP AVE COLLECTOR 1151 1 12 4 1750 40 63 4500 4116 4405 MILL RD COLLECTOR 701 1 12 4 1750 40 63 4501 4117 373 YOST RD COLLECTOR 2814 1 12 4 1750 35 64 4502 4118 374 JOLLY RD COLLECTOR 1180 1 12 4 1750 35 64 4503 4119 1579 US 202 MINOR ARTERIAL 1237 1 12 4 1700 45 62 4504 4120 793 BELVOIR RD MINOR ARTERIAL 901 2 12 4 1750 40 77 4505 4121 796 DRIVEWAY LOCAL ROADWAY 427 1 12 4 1750 30 77 Limerick Generating Station K-234 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

Up- a.

Down- Lan Shule Satuato Free Gri 4506 4122 3051 HICKORY RD COLLECTOR 1491 1 12 4 1750 40 77 4507 4123 4126 GERMANTOWN PIKE MAJOR ARTERIAL 604 3 12 4 1900 45 77 4508 4124 4123 LANDFALL RD COLLECTOR 362 1 12 4 1750 30 77 4509 4125 4123 GERMANTOWN PIKE MAJOR ARTERIAL 691 3 12 4 1750 45 77 4510 4126 3052 GERMANTOWN PIKE MINOR ARTERIAL 452 4 12 4 1750 45 77 4511 4127 3051 GERMANTOWN PIKE MINOR ARTERIAL 1025 2 12 4 1750 45 77 4512 4128 4127 DRIVEWAY LOCAL ROADWAY 237 1 12 4 1750 30 77 4513 4129 3050 WALTON RD MINOR ARTERIAL 2696 2 12 4 1750 40 64 4514 4130 3049 SANDY HILL RD COLLECTOR 1350 1 12 4 1750 40 77 4515 4130 4062 SANDY HILL RD COLLECTOR 2735 1 12 4 1750 40 77 4516 4131 3049 GERMANTOWN PIKE MINOR ARTERIAL 746 2 12 4 1750 45 77 4517 4132 4131 JOLLY RD COLLECTOR 835 1 12 4 1750 35 64 4518 4133 3048 VIRGINIA RD COLLECTOR 897 1 12 4 1750 40 64 4519 4134 3047 MILL CREEK RD COLLECTOR 954 1 12 4 1750 40 64 4520 4135 3046 NEW HOPE ST COLLECTOR 1056 1 12 4 1750 40 64 4521 4136 3046 GERMANTOWN PIKE MINOR ARTERIAL 890 2 12 4 1750 45 64 4522 4137 4136 DRIVEWAY LOCAL ROADWAY 221 1 12 4 1750 30 64 4523 4138 4136 GERMANTOWN PIKE MINOR ARTERIAL 1140 2 12 4 1750 45 64 4524 4139 390 DRIVEWAY LOCAL ROADWAY 811 1 12 4 1750 30 64 4525 4139 4138 DRIVEWAY LOCAL ROADWAY 455 1 12 4 1750 30 64 4526 4140 389 DRIVEWAY LOCAL ROADWAY 278 1 12 4 1750 30 63 4527 4141 388 US 202 MINOR ARTERIAL 3386 1 12 4 1700 45 63 4528 4142 4556 MARSHALL ST COLLECTOR 612 1 12 4 1750 40 76 4529 4143 4142 MARSHALL ST COLLECTOR 496 1 12 4 1700 40 76 4530 4143 4580 STANBRIDGE ST COLLECTOR 669 1 12 4 1575 35 76 4531 4144 3017 STERIGERE ST COLLECTOR 1521 1 12 4 1750 35 76 4532 4144 4376 HARDING BLVD COLLECTOR 2061 1 12 4 1350 30 63 4533 4145 783 STANBRIDGE ST COLLECTOR 827 1 12 4 1750 30 76 4534 4146 3016 STANBRIDGE ST COLLECTOR 1410 1 12 4 1750 35 63 4535 4146 4578 W ELM ST COLLECTOR 1109 1 12 4 1575 35 76 4536 4147 4146 W ELM ST COLLECTOR 251 1 12 4 1750 35 76 4537 4148 777 RIDGE PKWY MINOR ARTERIAL 324 2 12 4 1750 45 60 Limerick Generating Station K-235 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

4538 414 I/I -(YPI KL) LULLL" I UI/ii l/ 4 l/:U 4U _ _U 4539 4150 4149 SCHOOL LN COLLECTOR 1126 1 12 4 1750 40 60 4540 4151 4548 MARSHALL ST COLLECTOR 415 1 12 4 1700 40 76 4541 4152 4143 MARSHALL ST COLLECTOR 438 1 12 4 1750 40 76 4542 4152 4587 NOBLE ST COLLECTOR 895 1 12 4 1575 35 76 4543 4153 780 FORREST AVE COLLECTOR 1175 1 12 4 1750 40 73 4544 4154 4549 MARSHALL ST COLLECTOR 657 1 12 4 1700 40 76 4545 4154 4582 FORREST AVE COLLECTOR 1886 1 12 4 1575 35 63 4546 4155 775 S TROOPER RD COLLECTOR 4574 1 12 4 1750 40 60 4547 4155 3083 S TROOPER RD MINOR ARTERIAL 702 2 12 4 1750 40 60 4548 4156 3089 PARK AVE COLLECTOR 171 1 12 4 1700 40 59 4549 4156 3090 PARK AVE COLLECTOR 2459 1 12 4 1750 40 59 4550 4156 4158 CRAWFORD RD COLLECTOR 840 1 12 4 1700 40 59 4551 4157 3376 EGYPT RD COLLECTOR 4432 1 12 4 1750 45 59 4552 4158 4157 CRAWFORD RD COLLECTOR 1253 1 12 4 1750 40 59 4553 4159 772 EAGLE STREAM DR COLLECTOR 2275 1 12 4 1750 40 60 4554 4160 771 RIDGE PKWY MINOR ARTERIAL 1549 1 12 4 1750 45 59 4555 4161 998 ROUTE 73 COLLECTOR 4179 1 12 4 1700 50 24 4556 4161 4162 ROUTE 73 COLLECTOR 652 1 12 4 1700 50 24 4557 4162 999 ROUTE 73 TRAFFIC CIRCLE LOCAL ROADWAY 195 1 12 4 900 20 24 4558 4162 4161 ROUTE 73 COLLECTOR 652 1 12 4 1700 50 24 4559 4163 1122 ROUTE 29 MINORARTERIAL 1222 1 12 4 1700 50 24 4560 4163 4162 ROUTE 73 TRAFFIC CIRCLE LOCAL ROADWAY 177 1 12 4 900 20 24 4561 4164 640 ROUTE 73 COLLECTOR 1557 1 12 4 1750 45 17 4562 4165 976 ROUTE 73 COLLECTOR 5368 1 12 4 1700 50 17 4563 4165 4164 ROUTE 73 COLLECTOR 632 1 12 4 1700 45 17 4564 4166 1127 ROUTE 29 MINOR ARTERIAL 1026 1 12 4 1700 50 24 4565 4167 572 6TH ST COLLECTOR 1141 1 12 4 1750 35 11 4566 4168 4114 GERMANTOWN PIKE MINOR ARTERIAL 1930 2 12 4 1750 45 63 4567 4169 4168 STONEY CREEK RD COLLECTOR 2000 1 12 4 1750 40 63 4568 4169 4460 ROLAND DR COLLECTOR 1767 1 12 4 1750 40 63 4569 4170 3006 GERMANTOWN PIKE MINOR ARTERIAL 1697 2 12 4 1750 45 63 Limerick Generating Station K-236 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

Up Down Lan Shule Sauato Fre Gri Stea Stea Legt No of wit Wit FlwRg Foa 4570 4171 3005 GERMANTOWN PIKE COLLECTOR 1379 1 12 4 1750 45 63 4571 4172 4171 SANDRA LN COLLECTOR 865 1 12 4 1750 30 63 4572 4173 3000 KRIEBEL MILL RD COLLECTOR 2369 1 12 4 1750 45 58 4573 4174 1620 SMITH RD COLLECTOR 2293 1 12 4 1700 45 38 4574 4174 4400 CENTENNIAL ST COLLECTOR 2573 1 12 4 1700 40 38 4575 4175 1780 BRIDGE ST COLLECTOR 727 1 12 4 1575 35 40 4576 4176 756 TOWNSHIP LINE RD MINOR ARTERIAL 1961 2 12 4 1750 50 40 4577 4176 1593 TOWNSHIP LINE RD COLLECTOR 2516 1 12 4 1750 50 40 4578 4177 1575 BERKS RD COLLECTOR 4306 1 12 4 1750 45 61 4579 4178 456 SHOEMAKER RD COLLECTOR 330 1 12 4 1750 40 30 4580 4179 457 UPLAND SQUARE DR MINOR ARTERIAL 501 2 12 4 1750 40 30 4581 4180 459 STATE ST COLLECTOR 496 1 12 4 1750 40 16 4582 4181 3805 JACKSON RD COLLECTOR 350 1 12 4 1750 30 17 4583 4182 644 ROUTE 73 MINOR ARTERIAL 354 2 12 4 1750 40 17 4584 4183 469 COUNTY LINE RD COLLECTOR 974 1 12 4 1750 35 17 4585 4184 472 DRIVEWAY LOCAL ROADWAY 300 1 12 4 1750 30 7 4586 4185 473 TOWNSHIP LINE RD COLLECTOR 360 1 12 4 1750 40 7 4587 4186 533 CHURCH RD COLLECTOR 3446 1 12 4 1700 40 2 4588 4187 1576 ROUTE 73 COLLECTOR 222 1 12 4 1750 50 61 4589 4187 3032 BETHEL RD COLLECTOR 6205 1 12 4 1700 40 62 4590 4188 3033 PRIMROSE DR COLLECTOR 588 1 12 4 1750 35 62 4591 4189 4192 SUMNEYTOWN PIKE MINOR ARTERIAL 791 2 12 4 1900 40 48 4592 4190 4189 PARKSIDE PL COLLECTOR 2463 1 12 4 1750 40 48 4593 4191 1948 CHURCH RD COLLECTOR 1490 1 12 4 1750 40 48 4594 4192 1949 SUMNEYTOWN PIKE MINOR ARTERIAL 1376 1 12 4 1750 40 48 4595 4193 1942 SUMNEYTOWN PIKE MINOR ARTERIAL 2107 2 12 4 1750 40 48 4596 4194 4193 SUPPLEE RD COLLECTOR 668 1 12 4 1750 35 48 4597 4195 4193 SUMNEYTOWN PIKE MINOR ARTERIAL 527 2 12 4 1750 40 48 4598 4196 4189 SUMNEYTOWN PIKE MINOR ARTERIAL 1157 2 12 4 1750 40 48 4599 4197 4196 DICKERSON RD COLLECTOR 1812 1 12 4 1750 40 48 4600 4198 1931 ROUTE 363 COLLECTOR 1515 1 12 4 1700 40 46 4601 4199 4198 DRIVEWAY LOCAL ROADWAY 712 1 12 4 1750 30 47 Limerick Generating Station K-237 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

Up Down Lan Shule Sauato Fre Gi Stream~ Stra Legt No of widt Width FlwRg Foa 4602 4200 4406 ROUTE 363 COLLECTOR 2052 1 12 4 1700 40 46 4603 4201 4200 WHITES RD COLLECTOR 458 1 12 4 1750 40 46 4604 4202 1930 ALLENTOWN RD COLLECTOR 2263 1 12 4 1750 40 46 4605 4203 4202 WOODLAWN DR COLLECTOR 742 1 12 4 1750 40 46 4606 4204 1921 ROUTE 63 MINOR ARTERIAL 1195 1 12 4 1750 40 46 4607 4205 4204 OAK BLVD COLLECTOR 814 1 12 4 1750 35 46 4608 4206 1920 ROUTE 63 MINOR ARTERIAL 4266 1 12 4 1750 40 45 4609 4207 4206 DRIST MILL DR COLLECTOR 170 1 12 4 1750 30 45 4610 4208 1906 DRIVEWAY LOCAL ROADWAY 593 1 12 4 1750 30 45 4611 4209 1901 WAMBOLD RD COLLECTOR 2788 1 12 4 1750 40 45 4612 4209 1903 FRETZ RD COLLECTOR 3422 1 12 4 1750 40 45 4613 4210 4209 FRETZ RD COLLECTOR 1983 1 12 4 1750 40 45 4614 4211 1901 SCHOOLHOUSE RD COLLECTOR 1688 1 12 4 1750 40 26 4615 4212 4213 DRESTINE RD COLLECTOR 5380 1 12 4 1700 40 26 4616 4212 4253 CLEMENS RD COLLECTOR 3945 1 12 4 1750 40 45 4617 4213 1899 BERGY RD COLLECTOR 2013 1 12 4 1750 40 26 4618 4213 1900 DRESTINE RD COLLECTOR 1784 1 12 4 1700 40 26 4619 4214 4534 COWPATH RD COLLECTOR 1817 1 12 4 1700 45 26 4620 4215 4214 BECK RD COLLECTOR 2830 1 12 4 1750 40 26 4621 4215 4506 ELROY RD COLLECTOR 2544 1 12 4 1750 35 26 4622 4216 1847 GODSHALL RD COLLECTOR 2728 1 12 4 1750 40 25 4623 4217 1849 ROUTE 113 COLLECTOR 2450 1 12 4 1750 40 26 4624 4217 4219 COWPATH RD COLLECTOR 1883 1 12 4 1700 40 26 4625 4218 1862 GODSHALL RD COLLECTOR 363 1 12 4 1700 45 26 4626 4219 4220 COWPATH RD COLLECTOR 2195 1 12 4 1700 40 26 4627 4219 4509 W RELIANCE RD COLLECTOR 2000 1 12 4 1700 40 26 4628 4220 4218 COWPATH RD COLLECTOR 2458 1 12 4 1700 40 26 4629 4221 4217 COWPATH RD COLLECTOR 1747 1 12 4 1750 40 26 4630 4222 1887 CHURCH RD COLLECTOR 882 1 12 4 1750 35 26 4631 4225 4226 ROUTE 113 MINOR ARTERIAL 359 2 12 4 1750 40 26 4632 4226 1867 ROUTE 113 MINOR ARTERIAL 356 2 12 4 1900 40 26 4633 4227 4226 DRIVEWAY LOCAL ROADWAY 185 1 12 4 1750 30 26 Limerick Generating Station K-238 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

UP Down Lan Shule Sauato Fre Gi Stea Stea Legt No of* witSit lwae Foa 4634 4229 1860 ALLENTOWN RD COLLECTOR 2921 1 12 4 1700 40 26 4635 4229 4230 LOWER RD COLLECTOR 2351 1 12 4 1700 40 26 4636 4230 4218 GODSHALL RD COLLECTOR 1660 1 12 4 1700 40 26 4637 4230 4229 LOWER RD COLLECTOR 2351 1 12 4 1750 40 26 4638 4231 4506 ALLENTOWN RD COLLECTOR 951 1 12 4 1750 40 26 4639 4232 4231 SOUDER RD COLLECTOR 1546 1 12 4 1750 40 26 4640 4233 4234 TOWAMENCIN AVE COLLECTOR 694 1 12 4 1750 40 45 4641 4233 4235 TOWAMENCIN AVE COLLECTOR 1918 1 12 4 1750 40 45 4642 4234 1911 ROUTE 63 MINOR ARTERIAL 681 2 12 4 1750 40 45 4643 4235 1826 ROUTE 63 MINOR ARTERIAL 396 1 12 4 1750 40 45 4644 4235 1910 ROUTE 63 MINORARTERIAL 672 2 12 4 1750 45 45 4645 4236 4234 ROUTE 63 MINOR ARTERIAL 1515 2 12 4 1750 40 45 4646 4237 4239 SUMNEYTOWN PIKE MINOR ARTERIAL 1071 1 12 4 1750 40 45 4647 4238 4237 DRIVEWAY LOCAL ROADWAY 245 1 12 4 1750 30 45 4648 4239 1928 SUMNEYTOWN PIKE MINOR ARTERIAL 2962 1 12 4 1750 40 45 4649 4240 4239 GREEN LANE RD COLLECTOR 2805 1 12 4 1750 40 45 4650 4241 1821 ROUTE 63 MINOR ARTERIAL 652 2 12 4 1900 45 42 4651 4242 4241 ROUTE63 MINORARTERIAL 2217 1 12 4 1700 45 42 4652 4243 4242 RUTH RD COLLECTOR 2909 1 12 4 1750 40 42 4653 4244 1792 ROUTE 63 MINOR ARTERIAL 996 1 12 4 1750 45 25 4654 4245 4244 ROUTE 63 MINOR ARTERIAL 1910 1 12 4 1750 45 25 4655 4246 1794 CLEMENS RD COLLECTOR 662 1 12 4 1750 40 42 4656 4247 1793 OAK DR COLLECTOR 886 1 12 4 1750 40 42 4657 4248 1792 HUNSBERFER LN COLLECTOR 1432 1 12 4 1750 40 25 4658 4249 4244 KULP RD COLLECTOR 2223 1 12 4 1750 40 25 4659 4250 1817 OAK DR COLLECTOR 1538 1 12 4 1750 40 25 4660 4250 4245 MAPLE AVE COLLECTOR 1848 1 12 4 1750 40 25 4661 4250 4247 OAK DR COLLECTOR 3303 1 12 4 1700 40 25 4662 4251 1843 ROUTE 113 COLLECTOR 2956 1 12 4 1700 45 25 4663 4252 4251 DRIVEWAY LOCAL ROADWAY 906 1 12 4 1750 30 25 4664 4252 4507 DRIVEWAY LOCAL ROADWAY 940 1 12 4 1750 30 25 4665 4253 1907 ROUTE 463 COLLECTOR 3284 1 12 4 1750 40 45 Limerick Generating Station K-239 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

Up Down Lan Shole Sauato Fre Gri Stea Stea Legt No of wdh Wdh FoSae Foa 4666 4254 4253 ROUTE 463 COLLECTOR 659 1 12 4 1750 40 45 4667 4255 1907 ELROY RD COLLECTOR 1846 1 12 4 1750 40 26 4668 4256 1063 FEIS RD COLLECTOR 877 1 12 4 1700 40 9 4669 4257 1065 QUAKERTOWN RD COLLECTOR 3764 1 12 4 1700 40 9 4670 4258 1147 OLD SUMNEYTOWN RD COLLECTOR 1544 1 12 4 1700 40 22 4671 4258 1148 OLD SUMNEYTOWN RD COLLECTOR 1688 1 12 4 1700 40 22 4672 4259 447 WEISSTOWN RD COLLECTOR 3393 1 12 4 1700 45 17 4673 4259 4383 N READING AVE COLLECTOR 3660 1 12 4 1700 45 7 4674 4260 651 S CHESTNUT ST COLLECTOR 626 1 12 4 1750 35 17 4675 4261 640 MERKEL RD COLLECTOR 2748 1 12 4 1750 40 17 4676 4262 609 KULP RD COLLECTOR 1432 1 12 4 1575 35 21 4677 4263 411 FRIEDENSBURGH RD COLLECTOR 2113 1 12 4 1750 40 5 4678 4264 3270 SHELBOURNE RD COLLECTOR 2482 1 12 4 1575 35 14 4679 4264 4265 SHELBOURNE RD COLLECTOR 1365 1 12 4 1575 35 14 4680 4265 4264 SHELBOURNE RD COLLECTOR 1366 1 12 4 1575 35 14 4681 4265 4266 SHELBOURNE RD COLLECTOR 1118 1 12 4 1575 35 14 4682 4266 4265 SHELBOURNE RD COLLECTOR 1119 1 12 4 1575 35 14 4683 4266 4267 SHELBOURNE RD COLLECTOR 924 1 12 4 1575 35 14 4684 4267 429 SHELBOURNE RD COLLECTOR 1772 1 12 4 1750 35 14 4685 4267 4266 SHELBOURNE RD COLLECTOR 925 1 12 4 1575 35 14 4686 4268 10 SHELBOURNE RD COLLECTOR 440 1 12 4 1750 35 14 4687 4268 3270 SHELBOURNE RD COLLECTOR 1949 1 12 4 1575 35 14 4688 4269 10 US 422 MINOR ARTERIAL 476 2 12 4 1750 50 14 4689 4269 11 US 422 MINOR ARTERIAL 1373 2 12 4 1750 50 14 4690 4269 4268 ACCESS RD COLLECTOR 688 1 12 4 1575 35 14 4691 4270 3505 S WHITEHORSE RD COLLECTOR 2470 1 12 4 1700 40 70 4692 4270 4271 ASHENFELTER RD COLLECTOR 5025 1 12 4 1700 40 70 4693 4271 3914 ASHENFELTER RD COLLECTOR 1886 1 12 4 1700 40 71 4694 4272 4273 HOLLOW RD COLLECTOR 2951 1 12 4 1700 40 67 4695 4273 3964 HOLLOW RD COLLECTOR 3108 1 12 4 1700 40 67 4696 4274 4272 HOLLOW RD COLLECTOR 650 1 12 4 1575 35 67 4697 4275 4276 ROUTE 23 MINOR ARTERIAL 349 1 12 4 1700 40 76 Limerick Generating Station K-240 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

Up on Lan Soler Sauato Fre Grid Stea Stea No o.* wi t Sgt Fo ae Fo a 4698 4278 4279 BALDY HILL RD COLLECTOR 422 1 12 4 1700 40 1 4699 4279 4280 BALDY HILL RD COLLECTOR 1196 1 12 4 1700 40 1 4700 4280 4281 BALDY HILL RD COLLECTOR 550 1 12 4 1575 35 1 4701 4282 691 US-422 COLLECTOR 479 1 12 4 1700 45 14 4702 4283 4282 ROUTE 562 COLLECTOR 1840 1 12 4 1750 45 14 4703 4284 4283 ROUTE 562 COLLECTOR 608 1 12 4 1750 45 14 4704 4284 4300 BINGAMAN ST COLLECTOR 780 1 12 4 1700 40 14 4705 4285 4288 ROUTE 562 COLLECTOR 2164 1 12 4 1700 45 14 4706 4286 4283 PROSPECT ST COLLECTOR 1019 1 12 4 1750 40 14 4707 4286 4296 OLEY TURNPIKE RD COLLECTOR 1119 1 12 4 1750 40 14 4708 4287 4284 S BINGAMAN ST COLLECTOR 598 1 12 4 1750 40 14 4709 4288 4284 ROUTE 562 COLLECTOR 1833 1 12 4 1750 45 14 4710 4289 4285 ELM ST COLLECTOR 1345 1 12 4 1750 40 14 4711 4290 3943 US-422 MINOR ARTERIAL 596 2 12 4 1750 40 14 4712 4291 4290 DRIVEWAY LOCAL ROADWAY 975 1 12 4 1750 30 14 4713 4292 3943 DRIVEWAY LOCAL ROADWAY 409 1 12 4 1750 40 14 4714 4293 4294 US-422 MINOR ARTERIAL 2159 2 12 4 1750 45 14 4715 4294 4295 US-422 MINOR ARTERIAL 639 2 12 4 1750 45 14 4716 4295 4445 US-422 MINOR ARTERIAL 2344 2 12 4 1900 40 14 4717 4296 4282 US-422 MINOR ARTERIAL 968 2 12 4 1750 40 14 4718 4297 4293 E NEVERSINK RD MINOR ARTERIAL 845 2 12 4 1750 40 14 4719 4298 4294 E 37TH ST COLLECTOR 843 1 12 4 1750 40 14 4720 4299 4295 E 36TH ST COLLECTOR 707 1 12 4 1750 40 14 4721 4301 4302 ALLEGHENYVILLE RD COLLECTOR 526 1 12 4 1700 40 27 4722 4303 3956 W 1ST ST COLLECTOR 1577 1 12 4 1700 40 28 4723 4303 4304 JEFFERSON ST COLLECTOR 2783 1 12 4 1700 40 28 4724 4304 4305 COCALICO RD COLLECTOR 3488 1 12 4 1700 40 28 4725 4305 4306 COCALICO RD COLLECTOR 986 1 12 4 1700 40 27 4726 4306 4307 COCALICO RD COLLECTOR 2205 1 12 4 1575 35 27 4727 4307 4308 COCALICO RD COLLECTOR 6882 1 12 4 1575 35 27 4728 4308 1507 COCALICO RD COLLECTOR 3432 1 12 4 1700 40 27 4729 4309 4310 STANDREWS LN COLLECTOR 1391 1 12 4 1700 40 66 Limerick Generating Station K-241 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

Up- Down Lan Shoulder Satrto Fre Grid 4730 4310 4311 STANDREWS LN COLLECTOR 2794 1 12 4 1700 40 66 4731 4311 4312 STANDREWS LN COLLECTOR 2879 1 12 4 1700 40 66 4732 4312 3791 STANDREWS LN COLLECTOR 1168 1 12 4 1700 40 66 4733 4313 4317 RICE BLVD COLLECTOR 2091 1 12 4 1700 40 66 4734 4314 4436 DORLAN MILL RD COLLECTOR 2028 1 12 4 1700 40 82 4735 4315 4316 DORLAN MILL RD COLLECTOR 2890 1 12 4 1700 40 82 4736 4316 3685 DORLAN MILL RD COLLECTOR 705 1 12 4 1700 40 82 4737 4317 4318 RICE BLVD COLLECTOR 1160 1 12 4 1700 40 66 4738 4318 4314 RICE BLVD COLLECTOR 787 1 12 4 1700 40 82 4739 4319 4313 PENNSLYVANIA DR COLLECTOR 1335 1 12 4 1700 40 66 4740 4320 4111 FAIRFIELD RD COLLECTOR 2001 1 12 4 1700 40 76 4741 4320 4325 SANDY HILL RD COLLECTOR 4469 1 12 4 1750 40 77 4742 4321 4320 E FORNACE ST COLLECTOR 1186 1 12 4 1750 40 76 4743 4321 4323 NEW HOPE ST COLLECTOR 3698 1 12 4 1750 40 76 4744 4322 4321 E FORNACE ST COLLECTOR 2757 1 12 4 1750 40 76 4745 4323 4321 NEW HOPE ST COLLECTOR 3698 1 12 4 1750 40 76 4746 4323 4380 PLYMOUTH RD COLLECTOR 2062 1 12 4 1700 40 77 4747 4323 4381 NEW HOPE ST COLLECTOR 3119 1 12 4 1700 40 64 4748 4324 4322 ARCH ST COLLECTOR 1222 1 12 4 1750 35 76 4749 4324 4378 ARCH ST COLLECTOR 2363 1 12 4 1750 35 63 4750 4325 4330 SANDY HILL RD COLLECTOR 987 1 12 4 1750 40 77 4751 4326 4325 BELVOIR RD COLLECTOR 1038 1 12 4 1750 40 77 4752 4326 4330 PLYMOUTH RD COLLECTOR 1476 1 12 4 1750 40 77 4753 4327 3052 PLYMOUTH RD COLLECTOR 1079 1 12 4 1750 40 77 4754 4328 4327 PLYMOUTH RD COLLECTOR 2987 1 12 4 1750 40 77 4755 4329 4327 DRIVEWAY LOCAL ROADWAY 411 1 12 4 1750 30 77 4756 4330 4062 SANDY HILL RD COLLECTOR 447 1 12 4 1750 40 77 4757 4331 4332 E TOWNSHIP LINE RD COLLECTOR 979 1 12 4 1700 40 64 4758 4333 1883 BERGY RD COLLECTOR 6204 1 12 4 1700 40 26 4759 4334 4333 SOUDERTON PIKE COLLECTOR 2113 1 12 4 1750 40 26 4760 4335 1055 STATE ST COLLECTOR 479 1 12 4 1575 35 8 4761 4336 1068 ROUTE 2027 COLLECTOR 1008 1 12 4 1700 40 3 Limerick Generating Station K-242 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

Stea Stea Legt No. of wit.it0lw ae Foa 4762 4337 4338 KRAUSSDALE RD COLLECTOR 1862 1 12 4 1700 40 3 4763 438 4336 KRAUSSDALE RD COLLECTOR 174 1 124 1575 35 3 4764 4339 4337 KRAUSSDALE RD COLLECTOR 3464 1 12 4 1700 40 3 4765 4340 264 1-476 FREEWAY 7546 2 12 4 2250 70 12 4766 4340 4341 1-476 FREEWAY 7875 2 12 4 2250 70 4 4767 4341 265 1-476 FREEWAY 2095 2 12 4 2250 70 4 4768 4341 4340 1-476 FREEWAY 7865 2 12 4 2250 70 4 4769 4342 4344 1-476 ON-RAMP FREEWAY RAMP 627 1 12 4 1700 40 4 4770 4342 4345 ROUTE 663 MINOR ARTERIAL 584 2 12 4 1900 40 4 4771 4343 4342 ROUTE 663 MINOR ARTERIAL 2514 2 12 4 1750 40 4 4772 4344 4342 1-476 OFF-RAMP FREEWAY RAMP 624 1 12 4 1750 40 4 4773 4344 4372 1-476 TOLL FREEWAY RAMP 1156 4 12 4 1900 20 4 4774 4345 4346 JUG HANDLE COLLECTOR 339 1 12 4 1575 35 4 4775 4345 4348 ROUTE 663 MINOR ARTERIAL 1134 2 12 4 1750 40 4 4776 4345 4371 AM DR COLLECTOR 523 1 12 4 1700 40 4 4777 4346 4347 JUG HANDLE COLLECTOR 566 1 12 4 1575 35 4 4778 4347 4342 JUG HANDLE COLLECTOR 333 1 12 4 1750 35 4 4779 4348 4349 ROUTE 663 MINOR ARTERIAL 425 2 12 4 1900 40 4 4780 4349 1064 ROUTE 663 COLLECTOR 1062 1 12 4 1700 40 4 4781 4350 4348 WEISS RD COLLECTOR 660 1 12 4 1750 40 4 4782 4351 4343 SPINNERSTOWN RD COLLECTOR 1572 1 12 4 1750 40 4 4783 4352 4343 ROUTE 663 MINOR ARTERIAL 992 2 12 4 1750 40 4 4784 4353 4352 ROUTE 663 COLLECTOR 4594 1 12 4 1700 40 4 4785 4354 4355 HILL RD COLLECTOR 2102 1 12 4 1575 35 22 4786 4355 614 HILL RD COLLECTOR 2768 1 12 4 1575 35 22 4787 4356 4357 HENRY RD COLLECTOR 1230 1 12 4 1575 35 7 4788 4357 610 MILLER RD COLLECTOR 2289 1 12 4 1575 35 7 4789 4358 4362 SCHWOYER RD COLLECTOR 1573 1 12 4 1575 35 7 4790 4359 4360 FRUITVILLE RD COLLECTOR 825 1 12 4 1575 35 8 4791 4360 4361 FRUITVILLE RD COLLECTOR 2845 1 12 4 1575 35 8 4792 4361 1048 FRUITVILLE RD COLLECTOR 1924 1 12 4 1575 35 8 4793 4362 608 SCHWOYER RD COLLECTOR 3115 1 12 4 1575 35 7 Limerick Generating Station K-243 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

4794 43bZ 43bb JACOBS SAWMILL KU LULLLIU- 4bL I 1l 4 15/5 5/

4795 4363 4364 JACOBS SAWMILL RD COLLECTOR 3029 1 12 4 1575 35 8 4796 4364 4365 JACOBS SAWMILL RD COLLECTOR 2515 1 12 4 1575 35 8 4797 4365 1050 JACOBS SAWMILL RD COLLECTOR 494 1 12 4 1575 35 8 4798 4366 604 JACOBS SAWMILL RD COLLECTOR 3153 1 12 4 1575 35 7 4799 4367 604 KUTZTOWN RD COLLECTOR 3437 1 12 4 1700 50 7 4800 4367 605 KUTZTOWN RD COLLECTOR 2574 1 12 4 1700 50 7 4801 4368 563 ROUTE 29 MINOR ARTERIAL 424 1 12 4 1700 40 22 4802 4368 4369 HOPPENVILLE RD COLLECTOR 589 1 12 4 1575 35 22 4803 4369 4370 HOPPENVILLE RD COLLECTOR 1141 1 12 4 1700 40 22 4804 4370 1163 HOPPENVILLE RD COLLECTOR 6418 1 12 4 1700 40 11 4805 4371 4344 PROGRESS DR COLLECTOR 843 1 12 4 1700 40 4 4806 4372 4341 1-476 TOLL FREEWAY RAMP 860 1 12 4 1700 45 4 4807 4373 3627 1-76 TOLL FREEWAY RAMP 1202 4 12 4 1900 20 66 4808 4374 3511 COLDSTREAM RD COLLECTOR 1543 1 12 4 1700 40 67 4809 4375 4320 SANDY HILL RD COLLECTOR 1099 1 12 4 1750 40 76 4810 4376 363 HARDING BLVD COLLECTOR 1108 1 12 4 1350 30 63 4811 4376 4377 COOLIDGE BLVD COLLECTOR 2107 1 12 4 1350 30 63 4812 4377 364 W JOHNSON HWY COLLECTOR 500 1 12 4 1750 30 63 4813 4378 4323 E JOHNSON HWY COLLECTOR 2075 1 12 4 1750 40 63 4814 4378 4379 ARCH ST COLLECTOR 4579 1 12 4 1575 35 63 4815 4379 4135 OLD ARCH RD COLLECTOR 143 1 12 4 1750 35 64 4816 4380 4326 PLYMOUTH RD COLLECTOR 992 1 12 4 1700 40 77 4817 4381 4135 NEW HOPE ST COLLECTOR 1120 1 12 4 1750 40 64 4818 4382 1042 ROUTE 663 COLLECTOR 2168 1 12 4 1700 40 10 4819 4383 473 TOWNHIP LINE RD COLLECTOR 298 1 12 4 1750 40 7 4820 4383 4490 TOWNHIP LINE RD COLLECTOR 2717 1 12 4 1700 40 7 4821 4384 763 RIDGE PKWY MINOR ARTERIAL 1701 1 12 4 1750 40 54 4822 4385 1708 N LEWIS RD COLLECTOR 2245 1 12 4 1750 45 53 4823 4386 4385 DRIVEWAY LOCAL ROADWAY 509 1 12 4 1750 30 53 4824 4387 1032 N LEWIS RD COLLECTOR 387 1 12 4 1750 35 39 4825 4387 1033 N LEWIS RD COLLECTOR 2116 1 12 4 1575 35 39 Limerick Generating Station K-244 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

Up- Don Lae hule Satrto Fre Gri 4826 4388 1604 N LEWIS RD COLLECTOR 344 1 12 4 1750 45 39 4827 4389 999 ROUTE 73 COLLECTOR 710 1 12 4 1700 45 24 4828 4389 4390 ROUTE 73 COLLECTOR 734 1 12 4 1700 45 24 4829 4390 1626 ROUTE 73 COLLECTOR 2399 1 12 4 1700 45 38 4830 4390 4389 ROUTE 73 COLLECTOR 766 1 12 4 1700 45 24 4831 4391 807 HIGH ST COLLECTOR 2991 1 12 4 1750 45 34 4832 4392 768 GERMANTOWN PIKE COLLECTOR 2585 1 12 4 1750 45 57 4833 4392 1997 GERMANTOWN PIKE COLLECTOR 2189 1 12 4 1750 45 57 4834 4393 3084 S TROOPER RD COLLECTOR 425 1 12 4 1700 45 72 4835 4394 1156 ROUTE 63 MINOR ARTERIAL 1505 1 12 4 1700 40 22 4836 4394 1157 ROUTE 63 MINOR ARTERIAL 2472 1 12 4 1700 40 22 4837 4395 562 ROUTE 63 MINOR ARTERIAL 1113 1 12 4 1750 40 22 4838 4395 1156 ROUTE 63 MINOR ARTERIAL 1879 1 12 4 1700 40 22 4839 4396 830 HIGH ST MINOR ARTERIAL 782 2 12 4 1750 40 30 4840 4397 4398 PERKIOMEN AVE COLLECTOR 371 1 12 4 1575 35 38 4841 4398 1555 PERKIOMEN AVE COLLECTOR 389 1 12 4 1750 35 38 4842 4399 1532 PARK AVE COLLECTOR 257 1 12 4 1750 45 38 4843 4400 1621 CENTENNIAL ST COLLECTOR 720 1 12 4 1750 40 38 4844 4400 1622 WALNUT ST COLLECTOR 769 1 12 4 1750 40 38 4845 4401 893 E MOYER RD COLLECTOR 4887 1 12 4 1575 35 19 4846 4401 4402 E MOYER RD COLLECTOR 2008 1 12 4 1575 35 19 4847 4402 3798 E MOYER RD COLLECTOR 1255 1 12 4 1750 35 19 4848 4402 4401 E MOYER RD COLLECTOR 2004 1 12 4 1575 35 19 4849 4403 4404 HIGH ST MINORARTERIAL 437 2 12 4 1750 45 30 4850 4404 831 HIGH ST MINOR ARTERIAL 1753 2 12 4 1750 45 30 4851 4405 391 GERMANTOWN PIKE MINOR ARTERIAL 967 2 12 4 1750 45 64 4852 4406 1921 ROUTE 363 COLLECTOR 785 1 12 4 1750 40 46 4853 4407 4198 ROUTE 363 COLLECTOR 569 1 12 4 1750 40 47 4854 4408 1932 SUMNEYTOWN PIKE MINOR ARTERIAL 2696 1 12 4 1750 40 47 4855 4409 3126 ALLENDALE RD MINOR ARTERIAL 1501 2 12 4 1750 40 73 4856 4410 4409 ELLIOT DR COLLECTOR 1415 1 12 4 1750 35 73 4857 4411 4088 CONTINENTAL DR COLLECTOR 944 1 12 4 1575 35 73 Limerick Generating Station K-245 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

Up- Don ae Sole Satrto Fre Grid Stream Stra Legt No. of wit Wit Flow Rae lwa 4858 4413 1409 ROUTE 23 MINOR ARTERIAL 2075 1 12 4 1700 50 51 4859 4414 4415 HARNOMYVILL RD COLLECTOR 385 1 12 4 1575 35 51 4860 4415 4421 HARNOMYVILL RD COLLECTOR 2072 1 12 4 1700 40 51 4861 4416 4417 HARNOMYVILL RD COLLECTOR 817 1 12 4 1700 40 51 4862 4416 4420 ST PETERS RD COLLECTOR 2088 1 12 4 1575 35 51 4863 4417 4418 HOPEWELL RD COLLECTOR 1261 1 12 4 1700 40 50 4864 4418 3967 HOPEWELL RD COLLECTOR 5750 1 12 4 1700 40 50 4865 4419 4413 ST PETERS RD COLLECTOR 3116 1 12 4 1750 35 51 4866 4420 4419 ST PETERS RD COLLECTOR 2169 1 12 4 1575 35 51 4867 4421 4422 HARNOMYVILL RD COLLECTOR 2974 1 12 4 1700 40 51 4868 4422 4416 HARNOMYVILL RD COLLECTOR 813 1 12 4 1700 40 51 4869 4423 3700 SR 29 MINOR ARTERIAL 489 2 12 4 1750 50 87 4870 4424 1228 ROUTE 724 COLLECTOR 2520 1 12 4 1700 50 52 4871 4425 4424 ROUTE 724 COLLECTOR 2441 1 12 4 1700 50 52 4872 4426 3395 SR 29 MINOR ARTERIAL 2455 1 12 4 1750 40 68 4873 4427 3389 GAY ST COLLECTOR 307 1 12 4 1350 30 68 4874 4428 3390 S MAIN ST COLLECTOR 366 1 12 4 1350 30 68 4875 4429 3354 STARR RD COLLECTOR 1570 1 12 4 1750 35 55 4876 4429 3391 STARR RD COLLECTOR 373 1 12 4 1575 35 55 4877 4430 4426 SR 29 MINOR ARTERIAL 1247 1 12 4 1700 40 68 4878 4431 3503 S WHITEHORSE RD COLLECTOR 546 1 12 4 1750 40 68 4879 4432 3891 CHARLESTOWN RD COLLECTOR 2589 1 12 4 1700 40 68 4880 4433 1290 CADMUS RD COLLECTOR 1257 1 12 4 1750 35 51 4881 4434 1290 ROUTE 100 MINOR ARTERIAL 1823 1 12 4 1750 40 51 4882 4435 1227 NEW ST COLLECTOR 1657 1 12 4 1750 40 52 4883 4436 4315 DORLAN MILL RD COLLECTOR 1040 1 12 4 1700 40 82 4884 4437 1308 ROUTE 100 MINOR ARTERIAL 450 1 12 4 1750 45 66 4885 4438 400 OLD AIRPORT RD COLLECTOR 513 1 12 4 1750 45 15 4886 4438 4485 WEAVERTOWN RD COLLECTOR 4068 1 12 4 1700 45 15 4887 4439 394 ROUTE 662 COLLECTOR 932 1 12 4 1700 45 29 4888 4439 395 ROUTE 662 COLLECTOR 2442 1 12 4 1700 45 29 4889 4440 23 US 422 MINOR ARTERIAL 1547 2 12 4 1750 50 28 Limerick Generating Station K-246 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

Up Down- - Lan ShudrStrto re Gi Stra Strea Lengt No. of wit Widt FlwRg Foa 4890 4441 3945 N TWIN VALLEY RD COLLECTOR 907 1 12 4 1700 40 49 4891 4442 4441 N TWIN VALLEY RD COLLECTOR 184 1 12 4 1700 40 49 4892 4443 447 ROUTE 562 COLLECTOR 371 1 12 4 1700 45 17 4893 4444 418 ROUTE 562 COLLECTOR 2043 1 12 4 1750 45 16 4894 4445 4296 US-422 MINOR ARTERIAL 336 2 12 4 1750 40 14 4895 4446 4447 MAIN ST COLLECTOR 2219 1 12 4 1700 40 5 4896 4448 477 HOFFMANSVILLE RD COLLECTOR 1768 1 12 4 1700 40 7 4897 4449 610 GEHMAN RD COLLECTOR 3234 1 12 4 1700 40 7 4898 4449 611 GEHMAN RD COLLECTOR 481 1 12 4 1700 40 7 4899 4450 4452 WEBER RD COLLECTOR 1957 1 12 4 1750 45 48 4900 4451 4450 SULLIVAN DR COLLECTOR 384 1 12 4 1750 30 48 4901 4452 1942 WEBER RD COLLECTOR 741 1 12 4 1750 45 48 4902 4453 4452 DRIVEWAY LOCAL ROADWAY 245 1 12 4 1750 30 48 4903 4454 3083 EGYPT RD MINOR ARTERIAL 1011 2 12 4 1750 45 60 4904 4455 4454 WEDGEWOOD WAY COLLECTOR 1163 1 12 4 1750 35 60 4905 4456 4458 EGYPT RD COLLECTOR 669 1 12 4 1750 40 60 4906 4457 4456 HESSON AVE COLLECTOR 1697 1 12 4 1750 40 60 4907 4458 3097 EGYPT RD COLLECTOR 1830 1 12 4 1700 40 60 4908 4459 4458 WILLOWBROOK DR COLLECTOR 360 1 12 4 1750 30 60 4909 4460 371 TOWNSHIP LINE RD COLLECTOR 3609 1 12 4 1750 45 63 4910 4461 4170 EINSTIEN DRIVEWAY COLLECTOR 614 1 12 4 1750 30 63 4911 4462 3001 GERMANTOWN PIKE COLLECTOR 4324 1 12 4 1750 40 58 4912 4463 762 RIDGE PKWY MINOR ARTERIAL 1838 1 12 4 1750 40 54 4913 4464 4463 TRAPPE CENTER RD COLLECTOR 300 1 12 4 1750 30 54 VALLEY FORGE RD/ROUTE 4914 4465 3122 23 MINOR ARTERIAL 633 2 12 4 1750 45 72 4915 4466 1283 ROUTE 100 MINOR ARTERIAL 1114 1 12 4 1750 40 32 4916 4467 3526 SR 401 MINOR ARTERIAL 946 1 12 4 1750 40 84 4917 4468 4467 DRIVEWAY LOCAL ROADWAY 365 1 12 4 1750 30 84 4918 4469 3406 1-76 ON-RAMP FREEWAY RAMP 182 1 12 4 1750 40 70 4919 4469 4470 1-76 ON-RAMP FREEWAY RAMP 1475 1 12 4 1700 40 70 4920 4470 4471 1-76 TOLL FREEWAY RAMP 861 4 12 4 1900 20 70 P.C.0 KLD Engineering,Rev.

Limerick Generating Station Limerick Generating Station K-247 KILD Engineering, P.C.

Evacuation Evacuation Time Estimate Rev. 0

Up Down Lan Shule Sauato Fre Gri Stea Stea Legt No of wit Wit FlwRg Foa Link

  1. 5 Nod Nod Roda Nam Typ (f) Lns f) (t (c Soawa ped N me 4921 4471 152 1-76 ON-RAMP FREEWAY RAMP 1462 1 12 4 1700 45 70 4922 4471 4472 1-76 ON-RAMP FREEWAY RAMP 1044 1 12 4 1700 40 70 4923 4472 151 1-76 ON-RAMP FREEWAY RAMP 439 1 12 4 1350 30 70 4924 4473 4470 1-76 ON-RAMP FREEWAY RAMP 461 1 12 4 1575 35 70 4925 4474 1238 GAY ST COLLECTOR 779 1 12 4 1750 30 68 4926 4475 931 ARMAND HAMMER BLVD COLLECTOR 865 1 12 4 1750 35 35 4927 4476 4475 DRIVEWAY LOCAL ROADWAY 393 1 12 4 1750 30 35 4928 4477 4182 ROUTE 73 COLLECTOR 663 1 12 4 1700 40 17 4929 4478 4477 DRIVEWAY LOCAL ROADWAY 282 1 12 4 1750 30 17 4930 4479 444 MAIN ST COLLECTOR 2292 1 12 4 1700 40 5 4931 4480 4481 PINE FORGE RD COLLECTOR 4334 1 12 4 1575 35 16 4932 4481 4482 PINE FORGE RD COLLECTOR 954 1 12 4 1575 35 16 4933 4482 398 PINE FORGE RD COLLECTOR 1956 1 12 4 1575 35 16 4934 4483 425 DANIEL BOONE RD COLLECTOR 3826 1 12 4 1700 40 15 4935 4483 3283 DANIEL BOONE RD COLLECTOR 6220 1 12 4 1700 40 15 4936 4484 4483 WEAVERTOWN RD COLLECTOR 4015 1 12 4 1700 40 15 4937 4484 4498 LIMEKILN RD COLLECTOR 3442 1 12 4 1700 40 15 4938 4485 4484 WEAVERTOWN RD COLLECTOR 6316 1 12 4 1700 40 15 4939 4486 687 OLEY TURNPIKE RD COLLECTOR 502 1 12 4 1700 45 15 4940 4487 4486 LIMEKILN RD COLLECTOR 11431 1 12 4 1700 40 15 4941 4489 4488 LIMEKILN RD COLLECTOR 2899 1 12 4 1700 40 15 4942 4490 495 MAIN ST COLLECTOR 2315 1 12 4 1575 35 7 4943 4491 608 W BRANCH RD COLLECTOR 1979 1 12 4 1575 35 8 4944 4492 4491 W BRANCH RD COLLECTOR 4002 1 12 4 1575 35 7 4945 4493 933 BEECH ST COLLECTOR 574 1 12 4 1750 35 30 4946 4494 4493 WASHGINTON ST COLLECTOR 506 1 12 4 1350 30 33 4947 4495 932 BEECH ST COLLECTOR 1760 1 12 4 1575 35 33 4948 4496 811 BEECH ST COLLECTOR 877 1 12 4 1750 35 33 4949 4496 913 BEECH ST COLLECTOR 688 1 12 4 1575 35 33 4950 4497 3298 BEECH ST COLLECTOR 779 1 12 4 1575 35 30 4951 4498 422 LIMEKILN RD COLLECTOR 1647 1 12 4 1700 40 15 4952 4499 4500 MOOREWOOD RD COLLECTOR 557 1 12 4 1350 30 25 Limerick Generating Station K-248 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

Up Down Lan Shule Sauaio Fre Gi Stea Stea Legt No of* wit Wit lwRae Foa 4953 4500 4501 MOOREWOOD RD COLLECTOR 4731 1 12 4 1575 35 25 4954 4501 4502 MOOREWOOD RD COLLECTOR 3352 1 12 4 1575 35 25 4955 4502 1855 MOOREWOOD RD COLLECTOR 2232 1 12 4 1750 35 25 4956 4503 1850 COUNTY LINE RD COLLECTOR 2574 1 12 4 1750 40 26 4957 4503 1866 COUNTY LINE RD COLLECTOR 2115 1 12 4 1750 40 26 4958 4504 1865 SCHOOL LN COLLECTOR 1984 1 12 4 1750 40 26 4959 4504 1886 SCHOOL LN COLLECTOR 2519 1 12 4 1700 40 26 4960 4504 4503 CENTRAL AVE COLLECTOR 915 1 12 4 1575 35 26 4961 4505 1864 ROUTE 113 COLLECTOR 1522 1 12 4 1750 40 26 4962 4506 1902 ALLENTOWN RD COLLECTOR 2787 1 12 4 1700 40 26 4963 4506 4215 ELROY RD COLLECTOR 2540 1 12 4 1575 35 26 4964 4507 1791 ROUTE 63 MINOR ARTERIAL 1076 1 12 4 1750 50 25 4965 4508 1844 SCHOOLHOUSE RD COLLECTOR 1726 1 12 4 1750 40 25 4966 4509 1849 W RELIANCE RD COLLECTOR 729 1 12 4 1750 40 26 4967 4510 1864 ROUTE 113 COLLECTOR 285 1 12 4 1750 35 26 4968 4511 4510 WASHINGTON ST COLLECTOR 2246 1 12 4 1750 40 26 4969 4511 4536 CHURCH ST COLLECTOR 4040 1 12 4 1750 40 26 4970 4512 1917 BUSTARD RD COLLECTOR 653 1 12 4 1700 45 45 4971 4513 4512 RITTENHOUSE RD COLLECTOR 840 1 12 4 1750 40 45 4972 4514 4515 RIDGE PKWY MINOR ARTERIAL 2654 1 12 4 1700 50 57 4973 4515 770 RIDGE PKWY MINOR ARTERIAL 2526 2 12 4 1900 50 57 4974 4516 348 US 202 MINOR ARTERIAL 320 3 12 4 1750 45 75 4975 4516 349 US 202 MINOR ARTERIAL 2459 2 12 4 1750 45 73 4976 4517 3675 SR 282 MINOR ARTERIAL 512 1 12 4 1700 40 82 4977 4517 4519 US 30B MINORARTERIAL 936 1 12 4 1700 45 82 4978 4518 279 US 30 FREEWAY 1163 2 12 4 2250 65 82 4979 4518 3996 US 30 FREEWAY 6068 2 12 4 2250 65 82 4980 4519 344 US 30B MINOR ARTERIAL 555 1 12 4 1700 45 82 4981 4519 4527 US 322 COLLECTOR 532 1 12 4 1750 40 82 4982 4520 4517 SR 282 MINOR ARTERIAL 852 1 12 4 1750 40 82 4983 4520 4527 E PENNSYLVANIA AVE COLLECTOR 1711 1 12 4 1750 40 82 4984 4521 4517 US 30B MINORARTERIAL 993 1 12 4 1750 45 82 Limerick Generating Station K-249 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

4!lzs I 4bzz i4b, *1 115. MINUK AK IIIAL sZ5L I IL 4 I/bU bU 5z 4986 4523 4520 E PENNSYLVANIA AVE COLLECTOR 549 1 12 4 1750 40 82 4987 4523 4521 GREEN ST COLLECTOR 836 1 12 4 1750 40 82 4988 4523 4522 E PENNSYLVANIA AVE COLLECTOR 2112 1 12 4 1750 40 82 4989 4524 4518 US 30 ON-RAMP FREEWAY RAMP 989 1 12 4 1350 30 82 4990 4525 4524 US 322 COLLECTOR 1903 1 12 4 1700 40 82 4991 4526 4525 ROCK RAYMOND RD COLLECTOR 1046 1 12 4 1750 40 82 4992 4527 4519 US 322 COLLECTOR 532 1 12 4 1700 40 82 4993 4527 4525 US 322 COLLECTOR 3927 1 12 4 1750 40 82 4994 4528 4530 SR 282 MINOR ARTERIAL 1230 1 12 4 1700 40 82 4995 4529 4520 SR 282 MINOR ARTERIAL 1807 1 12 4 1750 40 82 4996 4530 4529 SR 282 MINOR ARTERIAL 1840 1 12 4 1700 40 82 4997 4532 4533 BETHLEHEM PIKE COLLECTOR 1087 1 12 4 1750 40 26 4998 4533 1882 BETHLEHEM PIKE COLLECTOR 1513 1 12 4 1700 40 26 4999 4534 1900 COWPATH RD COLLECTOR 1904 1 12 4 1700 45 26 5000 4534 4535 E TOWNSHIP LINE RD COLLECTOR 3074 1 12 4 1700 40 26 5001 4535 4533 E TOWNSHIP LINE RD COLLECTOR 4965 1 12 4 1750 40 26 5002 4536 4532 S COUNTY LINE RD COLLECTOR 1749 1 12 4 1700 40 26 5003 4537 3613 E TOWNSHIP LINE RD COLLECTOR 1949 1 12 4 1575 35 66 5004 4538 1767 ROUTE 113 COLLECTOR 1257 1 12 4 1750 45 40 5005 4539 347 LONG RD COLLECTOR 686 1 12 4 1750 40 75 5006 4540 4396 HIGH ST MINOR ARTERIAL 795 2 12 4 1750 40 30 5007 4541 4540 DALE ST COLLECTOR 158 1 12 4 1750 30 30 5008 4542 3753 PUGHTOWN RD COLLECTOR 4136 1 12 4 1700 40 52 5009 4543 4544 S 4TH AVE COLLECTOR 386 1 12 4 1575 35 53 5010 4544 4545 S 4TH AVE COLLECTOR 779 1 12 4 1575 35 53 5011 4545 3331 S 4TH AVE COLLECTOR 1888 1 12 4 1700 40 53 5012 4546 3862 S MAIN ST COLLECTOR 770 1 12 4 1750 30 68 5013 4547 4546 S MAIN ST COLLECTOR 328 1 12 4 1350 30 68 5014 4548 4152 MARSHALL ST COLLECTOR 416 1 12 4 1700 40 76 5015 4549 4151 MARSHALL ST COLLECTOR 463 1 12 4 1700 40 76 5016 4550 4551 E MARSHALL ST COLLECTOR 649 1 12 4 1575 35 76 Limerick Generating Station K-250 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

Up- Dow- Lan Sholde Satura.mato Free Gri 5017 4551 4552 E MARSHALL ST COLLECTOR 710 1 12 4 1575 35 76 5018 4552 4107 WALNUT ST COLLECTOR 535 1 12 4 1750 30 76 5019 4552 4553 E MARSHALL ST COLLECTOR 888 1 12 4 1575 35 76 5020 4553 4554 E MARSHALL ST COLLECTOR 750 1 12 4 1575 35 76 5021 4554 4109 E MARSHALL ST COLLECTOR 530 1 12 4 1575 35 76 5022 4554 4555 TREMONT AVE COLLECTOR 462 1 12 4 1750 35 76 5023 4555 4375 E AIRY ST COLLECTOR 1148 1 12 4 1750 40 76 5024 4556 359 MARSHALL ST COLLECTOR 1076 1 12 4 1750 40 76 5025 4556 4579 GEORGE ST COLLECTOR 691 1 12 4 1350 30 76 5026 4557 358 W MAIN ST MINOR ARTERIAL 1109 2 12 4 1750 40 76 5027 4558 795 DRIVEWAY LOCAL ROADWAY 196 1 12 4 1750 30 77 5028 4559 4071 ROUTE 23 MINOR ARTERIAL 686 1 12 4 1750 40 78 5029 4560 4559 CROOKED LN COLLECTOR 788 1 12 4 1750 35 78 5030 4561 194 US 202 ON-RAMP FREEWAY RAMP 953 1 12 4 1700 45 74 5031 4561 3247 VALLEY RD COLLECTOR 1416 1 12 4 1700 40 74 5032 4562 3865 QUEST DIAGNOSTICS MINOR ARTERIAL 379 2 12 4 1750 40 56 5033 4563 4564 SCHUYKILL RIVER RD COLLECTOR 1998 1 12 4 1700 40 69 5034 4564 3093 SCHUYKILL RIVER RD COLLECTOR 2574 1 12 4 1700 40 72 5035 4565 3918 VALLEY PARK RD COLLECTOR 1907 1 12 4 1700 40 69 5036 4566 1247 VALLEY PARK RD COLLECTOR 1863 1 12 4 1700 40 69 5037 4567 4568 POWEL ST COLLECTOR 2015 1 12 4 1750 35 76 5038 4568 386 E FORNACE ST COLLECTOR 658 1 12 4 1750 35 76 5039 4568 4574 POWEL ST COLLECTOR 632 1 12 4 1575 35 76 5040 4569 387 W JOHNSON HWY COLLECTOR 662 1 12 4 1750 35 63 5041 4570 4573 PINE ST COLLECTOR 619 1 12 4 1575 35 63 5042 4571 4570 PINE ST COLLECTOR 611 1 12 4 1575 35 63 5043 4572 4571 PINE ST COLLECTOR 610 1 12 4 1575 35 63 5044 4573 4113 PINE ST COLLECTOR 741 1 12 4 1750 35 63 5045 4574 4575 POWEL ST COLLECTOR 636 1 12 4 1575 35 63 5046 4575 4576 POWEL ST COLLECTOR 617 1 12 4 1575 35 63 5047 4576 4577 POWEL ST COLLECTOR 642 1 12 4 1575 35 63 5048 4577 4569 POWEL ST COLLECTOR 831 1 12 4 1575 35 63 KLD Engineering, P.C.

Limerick Generating Station K-251 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

5052 5049 458 4581- 4583 361 STERuGERE W ELM ST STuato COLLCTO COLLECTOR 150 1095 11r24i70d012 4 1750 35 676 5050 4583 4578 GEORGE ST COLLECTOR 659 1 12 4 1350 30 76 5051 4580 4146 STANBRIDGE ST COLLECTOR 695 1 12 4 1750 35 76 5052 4581 4583 STERIGERE ST COLLECTOR 1520 1 12 4 1700 40 63 5053 4582 4581 FORREST AVE COLLECTOR 945 1 12 4 1575 35 63 5054 4583 3016 STERIGERE ST COLLECTOR 851 1 12 4 1750 40 63 5055 4584 4556 GEORGE ST COLLECTOR 689 1 12 4 1750 30 76 5056 4585 784 HAWS AVE COLLECTOR 332 1 12 4 1750 35 76 5057 4585 4586 W AIRY ST COLLECTOR 467 1 12 4 1750 35 76 5058 4586 4143 STANBRIDGE ST COLLECTOR 915 1 12 4 1750 35 76 5059 4587 782 NOBLE ST COLLECTOR 361 1 12 4 1750 35 76 5060 4588 781 HAMILTON ST COLLECTOR 370 1 12 4 1750 40 76 5061 4589 4590 PIKELAND AVE COLLECTOR 1406 1 12 4 1575 35 53 5062 4590 1228 PIKELAND AVE COLLECTOR 2737 1 12 4 1575 35 52 5063 4591 1415 W BRIDGE ST COLLECTOR 6849 1 12 4 1700 40 52 5064 4592 4595 S HERDERSON RD COLLECTOR 1731 1 12 4 1750 40 78 5065 4593 4592 S HERDERSON RD COLLECTOR 811 1 12 4 1750 40 76 5066 4594 4593 MONROE BLVD COLLECTOR 343 1 12 4 1750 35 76 5067 4595 4070 S HERDERSON RD COLLECTOR 1667 1 12 4 1750 40 78 5068 4596 4595 W CHURCH RD COLLECTOR 469 1 12 4 1750 40 78 5069 4597 884 BUCHERT RD COLLECTOR 1049 1 12 10 1575 35 33 5070 4598 1156 UPPER RIDGE RD COLLECTOR 2487 1 12 10 1700 40 22 5071 4599 4598 , UPPER RIDGE RD I COLLECTOR 1222 1 12 1 10 1 1700 1 40 22 5072 4600 1124 FAUST RD COLLECTOR 1701 1 12 10 1700 40 24 5073 8090 90 US 422 FREEWAY 476 2 12 4 2250 70 14 5074 8112 112 1-76 FREEWAY 1281 2 12 4 2250 70 49 5075 8167 228 1-276 FREEWAY 783 3 12 4 2250 70 80 5076 8185 185 1-76 FREEWAY 941 2 12 4 2250 70 79 5077 8227 3989 US 202 FREEWAY 394 2 12 4 2250 70 86 5078 8237 237 1-476 FREEWAY 624 3 12 4 2250 70 90 5079 8265 265 1-476 FREEWAY 1196 2 12 4 2250 70 4 5080 8279 279 US 30 FREEWAY 736 2 12 4 2250 65 82 Limerick Generating Station K-252 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

Up- Don Lane Shule Sauain re Gi 5081 8375 4119 US 202 MINOR ARTERIAL 621 1 12 4 1700 45 62 5082 8868 1868 ROUTE 309 FREEWAY 725 2 12 4 2250 60 13 5083 8884 1884 ROUTE 309 MINOR ARTERIAL 1366 2 12 4 1900 50 26 5141 979 551 CHURCH RD COLLECTOR 2258 1 12 10 1575 35 18 5142 551 4601 CHURCH RD COLLECTOR 2014 1 12 10 1575 35 18 5143 4601 4602 CHURCH RD LOCAL ROADWAY 361 1 12 10 1125 25 21 5144 4602 1098 CHURCH RD COLLECTOR 1218 1 12 10 1575 35 21 5145 1098 1099 CHURCH RD COLLECTOR 664 1 12 10 1575 35 21 5146 497 4603 COUNTY LINE RD COLLECTOR 5648 1 12 10 1575 35 7 5147 4603 634 COUNTY LINE RD COLLECTOR 1759 1 12 10 1575 35 7 5148 612 4604 S 7TH ST COLLECTOR 2388 1 12 4 1700 40 7 5149 482 4604 S 7TH ST COLLECTOR 1856 1 12 4 1700 40 7 5150 634 4605 PINE ST COLLECTOR 2451 1 12 10 1575 35 7 5151 4605 480 2ND ST COLLECTOR 1720 1 12 4 1575 35 7 5152 480 4605 2ND ST COLLECTOR 1720 1 12 4 1575 35 7 5153 4605 4604 PINE ST COLLECTOR 2574 1 12 10 1575 35 7 5154 4449 605 SCHWENKENFELDER RD COLLECTOR 5062 1 12 10 1700 40 7 5155 843 4606 CONSTITUTION AVE COLLECTOR 1408 1 12 10 1700 40 30 5156 4606 3937 QUARRY RD COLLECTOR 1731 1 12 10 1700 40 30 Exit Link 1868 8868 ROUTE 309 FREEWAY 725 2 12 4 2250 60 13 Exit Link 4302 8302 ALLEGHENYVILLE RD COLLECTOR 556 1 12 4 1700 40 27 Exit Link 4281 8281 BALDY HILL RD COLLECTOR 324 1 12 4 1700 40 1 Exit Link 4300 8300 BINGAMAN ST COLLECTOR 609 1 12 4 1700 40 14 CORNER KETCH LYNDELL Exit Link 3662 8662 RD COLLECTOR 531 1 12 4 1700 40 81 Exit Link 1909 8898 COWPATH RD COLLECTOR 581 1 12 4 1700 45 26 Exit Link 3991 8991 E BOOT RD COLLECTOR 942 1 12 4 1700 40 86 Exit Link 4332 8332 E TOWNSHIP LINE RD COLLECTOR 693 1 12 4 1700 40 64 Exit Link 4531 8531 E WALNUT ST COLLECTOR 436 1 12 4 1700 40 48 Exit Link 228 8167 1-276 FREEWAY 783 3 12 4 2250 70 80 Exit Link 237 8237 1-476 FREEWAY 624 3 12 4 2250 70 90 Exit Link 265 8265 1-476 FREEWAY 1196 2 12 4 2250 70 4 Limerick Generating Station K-253 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

Exit Link 11I 811Z 1-/b I-KttWAY ILt. z 12 4 zL-U u4 Exit Link 185 8185 1-76 FREEWAY 941 2 12 4 2250 70 79 Exit Link 3231 8231 KING OF PRUSSIA RD COLLECTOR 1039 1 12 4 1700 45 75 Exit Link 4488 8489 LIMEKILN RD COLLECTOR 725 1 12 4 1700 40 5 Exit Link 4447 8447 MAIN ST COLLECTOR 1212 1 12 4 1700 40 5 Exit Link 3719 8719 PHEONIXVILLE RD COLLECTOR 585 1 12 4 1700 40 86 Exit Link 800 8800 RIDGE PKWY MINOR ARTERIAL 418 2 12 4 1900 50 77 Exit Link 4228 8228 RIDGE RD COLLECTOR 397 1 12 4 1700 40 13 Exit Link 3264 8264 ROUTE 10 COLLECTOR 734 1 12 4 1700 45 27 Exit Link 487 8487 ROUTE 100 MINOR ARTERIAL 1604 1 12 4 1700 60 2 ROUTE 1022/HUFFS Exit Link 540 8540 CHURCH RD COLLECTOR 1278 1 12 4 1700 40 2 Exit Link 4224 8224 ROUTE 113 MINOR ARTERIAL 282 2 12 4 1900 40 26 Exit Link 3035 8035 ROUTE 2001 COLLECTOR 923 1 12 4 1700 40 62 Exit Link 1068 8068 ROUTE 2027 COLLECTOR 705 1 12 4 1700 40 3 Exit Link 1277 8277 ROUTE 23 MINOR ARTERIAL 319 1 12 4 1700 40 78 Exit Link 1449 8449 ROUTE 23 MINOR ARTERIAL 1031 1 12 4 1700 50 49 Exit Link 4276 8276 ROUTE 23 MINOR ARTERIAL 339 1 12 4 1700 40 76 Exit Link 3176 8176 ROUTE 252 MINOR ARTERIAL 528 1 12 4 1700 45 87 Exit Link 4412 8413 ROUTE 29 MINOR ARTERIAL 630 1 12 4 1700 45 2 Exit Link 1884 8884 ROUTE 309 MINOR ARTERIAL 1366 2 12 4 1900 50 26 Exit Link 1501 8501 ROUTE 568 COLLECTOR 482 1 12 4 1700 45 27 Exit Link 1923 8923 ROUTE 63 MINOR ARTERIAL 539 1 12 4 1700 40 46 Exit Link 412 8412 ROUTE 662 COLLECTOR 1612 1 12 4 1700 55 5 Exit Link 1064 8064 ROUTE 663 COLLECTOR 647 1 12 4 1700 40 4 Exit Link 4277 8278 ROUTE 73 COLLECTOR 662 1 12 4 1700 50 62 Exit Link 3725 8725 S POTTSTOWN PIKE COLLECTOR 563 1 12 4 1700 40 85 Exit Link 3734 8734 S WARREN AVE COLLECTOR 697 1 12 4 1700 40 87 Exit Link 3488 8488 S WHITFORD RD COLLECTOR 337 1 12 4 1700 40 85 Exit Link 3675 8675 SR 282 MINOR ARTERIAL 542 1 12 4 1700 40 82 Exit Link 3710 8710 SR 352 MINOR ARTERIAL 576 1 12 4 1700 40 87 Exit Link 1221 8221 SR 724 MINOR ARTERIAL 521 1 12 4 1700 45 14 Limerick Generating Station K-254 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

Ixlt LIfnK I!4bb bK6 _4bb MINUK AKI KIAL LUL4 I 1/ 4 I/UU 4Ub Exit Link 4223 8223 STATE RD COLLECTOR 395 1 12 4 1700 40 13 Exit Link 3739 8739 SUGARTOWN RD COLLECTOR 841 1 12 4 1700 40 87 Exit Link 3036 8949 SUMNEYTOWN PIKE MINOR ARTERIAL 969 1 12 4 1700 40 48 Exit Link 1182 8182 TRUMBAUERSVILLE RD COLLECTOR 913 1 12 4 1700 40 12 Exit Link 3233 8233 UPPER GULPH RD COLLECTOR 823 1 12 4 1700 40 75 Exit Link 3989 8227 US 202 FREEWAY 394 2 12 4 2250 70 86 Exit Link 4119 8375 US 202 MINOR ARTERIAL 621 1 12 4 1700 45 62 Exit Link 279 8279 US 30 FREEWAY 736 2 12 4 2250 65 82 Exit Link 323 8323 US 30B MINOR ARTERIAL 776 2 12 4 1900 45 89 Exit Link 344 8344 US 30B MINOR ARTERIAL 399 1 12 4 1700 45 82 Exit Link 90 8090 US 422 FREEWAY 476 2 12 4 2250 70 14 Exit Link 691 8429 US-422 COLLECTOR 499 1 12 4 1700 45 14 Exit Link 4061 8061 W GERMANTOWN PIKE MINOR ARTERIAL 325 2 12 4 1900 40 77 Limerick Generating Station K-255 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

Table K-2. Nodes in the Link-Node Analysis Network which are Controlled x ~ ~ 6 otolGi S Node Coodiat Corint Typ Map (f t)(ft) umbe 6 2495694 359896 Actuated 14 7 2496780 359175 Actuated 14 8 2497724 358400 Actuated 14 10 2499314 357500 Actuated 14 11 2500985 356705 Actuated 14 13 2507009 353785 Actuated 15 15 2511726 352073 Actuated 15 16 2511072 350969 Actuated 15 20 2519080 348319 TCP - Actuated 28 21 2526018 345695 TCP - Actuated 28 23 2528456 345419 Actuated 28 24 2528622 345206 Actuated 28 25 2531984 343823 Actuated 29 26 2532422 344282 Actuated 29 27 2533237 343428 TCP - Actuated 29 29 2533866 342367 Actuated 29 30 2533959 342579 Actuated 29 86 2623641 281235 TCP - Uncontrolled 75 160 2624117 285250 TCP - Uncontrolled 73 168 2623625 284450 TCP - Uncontrolled 75 229 2661123 293937 TCP - Uncontrolled 77 234 2655899 292523 TCP - Uncontrolled 77 280 2563946 257363 Actuated 85 288 2575063 262360 Actuated 84 289 2576422 262630 Actuated 84 290 2577888 263030 Actuated 84 291 2578650 263245 Actuated 84 292 2581694 264037 Actuated 84 293 2582631 264270 Actuated 84 294 2584399 264708 Actuated 87 295 2587340 265496 Actuated 87 296 2588450 265837 Actuated 87 297 2590125 266314 Actuated 87 298 2591762 266690 Actuated 87 299 2593118 266636 Actuated 87 300 2598519 266158 Actuated 87 301 2598948 266129 Actuated 87 302 2600418 266041 Actuated 87 Limerick Generating Station K-256 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

303 2601693 266139 Actuated 87 304 2602401 266195 Actuated 87 305 2602858 266218 Actuated 87 306 2603265 266243 Actuated 87 307 2604273 266330 Actuated 87 308 2605006 266394 Actuated 87 309 2609307 266665 Actuated 87 311 2613749 268149 Actuated 88 312 2614217 268534 Actuated 88 314 2615473 268884 Actuated 88 317 2619772 268075 Actuated 88 319 2622034 269151 Actuated 88 320 2623093 268916 Actuated 89 321 2623819 268748 Actuated 89 322 2624928 268305 Actuated 89 324 2574197 262200 Actuated 84 325 2572739 261932 Actuated 84 326 2570413 261433 Actuated 84 327 2567800 260976 Actuated 83 328 2564544 260504 Actuated 83 329 2563711 260371 Actuated 83 330 2562641 260201 TCP - Actuated 83 331 2561256 259792 Actuated 83 333 2557910 258974 Actuated 83 334 2556603 258634 Actuated 82 335 2554851 258209 Actuated 82 336 2553831 257928 Actuated 82 338 2552545 257530 Actuated 82 339 2550936 257003 Actuated 82 341 2549393 256511 Actuated 82 342 2548931 256391 Actuated 82 343 2547725 255970 Actuated 82 345 2629066 282637 TCP - Actuated 75 346 2629828 283198 TCP - Actuated 75 347 2630401 283538 Actuated 75 348 2630939 283854 Actuated 75 349 2633433 285083 Actuated 73 350 2634147 285423 Actuated 73 351 2634920 285774 Actuated 73 352 2636247 286352 Actuated 76 Limerick Generating Station K-257 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

353 2637654 286915 Actuated 76 354 2638522 287811 Actuated 76 358 2639931 294413 Actuated 76 359 2640548 295287 Actuated 76 361 2641386 296412 Actuated 76 362 2642788 298336 Actuated 63 363 2643396 299266 Stop 63 364 2644310 301052 Actuated 63 368 2648162 305126 TCP - Actuated 63 370 2648841 305910 Actuated 63 371 2650504 306911 Actuated 64 372 2651746 307679 Actuated 64 373 2652682 308931 Actuated 64 374 2653424 309938 Actuated 64 376 2639295 288126 Actuated 76 378 2640628 290538 Actuated 76 379 2641054 291440 Actuated 76 380 2641667 293175 Actuated 76 381 2641791 293459 Actuated 76 382 2642060 294028 Actuated 76 383 2642286 294458 Actuated 76 384 2642438 294798 Actuated 76 386 2644110 296970 Actuated 76 387 2646602 299393 Actuated 63 389 2649187 302954 Actuated 63 390 2649506 303387 Actuated 64 391 2649834 303909 Actuated 64 392 2651165 306447 Actuated 64 393 2533350 344714 Actuated 29 394 2533228 345298 TCP - Uncontrolled 29 398 2531690 356186 Stop 16 400 2530021 358703 TCP - Actuated 15 405 2524856 366869 TCP - Actuated 15 410 2515895 388525 Stop 5 411 2513433 389742 Actuated 5 413 2557365 371469 TCP - Actuated 17 415 2556299 370786 TCP - Actuated 16 416 2554274 368728 TCP - Uncontrolled 16 417 2552998 367642 Stop 16 418 2548158 365434 TCP - Actuated 16 Limerick Generating Station K-258 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

421 2531843 364946 TCP -Actuated 16 422 2519931 366835 Stop 15 425 2513977 364287 Stop 15 429 2498245 366815 Actuated 14 431 2555314 371565 TCP - Uncontrolled 16 436 2546805 381668 TCP - Uncontrolled 6 441 2530435 389225 1 Pre-timed 5 444 2517215 388521 Stop 5 446 2558410 372918 Stop 17 447 2560106 375231 Stop 17 449 2561035 376773 TCP - Actuated 17 450 2562964 379876 Stop 7 455 2551446 340456 TCP - Actuated 30 456 2551899 342223 Actuated 30 457 2554646 346619 Actuated 30 459 2555606 351157 TCP - Actuated 16 462 2557836 357656 TCP - Actuated 19 465 2558253 363042 TCP -Actuated 19 469 2561944 371878 TCP - Actuated 17 472 2559801 378143 Actuated 7 473 2559829 380909 Actuated 7 475 2560915 384522 TCP - Uncontrolled 7 476 2562702 385874 TCP - Uncontrolled 7 477 2564649 387740 Stop 7 478 2566507 390136 Stop 7 479 2568814 393082 Actuated 7 480 2569975 394812 Stop 7 482 2571103 396961 Stop 7 483 2574330 402464 Stop 7 486 2580029 413825 TCP - Actuated 2 489 2563898 393126 Stop 7 494 2559471 386313 Stop 7 495 2559219 386014 Stop 7 496 2569142 384264 TCP - Uncontrolled 7 497 2568411 384821 TCP - Actuated 7 513 2549902 405286 Stop 1 532 2560595 413047 Stop 2 533 2573455 406440 Stop 2 541 2564680 394151 Stop 7 547 2552339 372622 TCP - Actuated 16 Limerick Generating Station K-259 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

x ~~6 otolGi 6 Node Corint Corint Typ Map (f t)(ft) umbe 548 2585009 363778 TCP - Actuated 21 552 2579561 369874 Actuated 18 556 2572030 377992 Stop 7 562 2603530 374580 Actuated 22 563 2602918 375286 Stop 22 572 2599951 388477 TCP - Actuated 11 573 2598577 391074 TCP - Actuated 9 574 2597372 393365 Actuated 9 576 2595909 396017 TCP - Actuated 8 577 2595208 397498 Stop 8 578 2594902 398033 Stop 8 579 2594385 398847 Actuated 8 580 2594088 399305 Actuated 8 581 2593230 400553 Actuated 8 582 2592899 401019 Actuated 8 583 2592415 401741 Actuated 8 584 2588310 404687 Actuated 3 601 2590886 387488 TCP - Actuated 10 602 2586199 391730 Stop 8 604 2583326 396554 Stop 7 608 2584564 391681 Stop 8 610 2578582 393669 Stop 7 611 2575387 395565 TCP - Uncontrolled 7 614 2602229 374457 Stop 22 625 2586666 380571 TCP - Actuated 10 627 2582911 382890 Stop 7 630 2579284 384918 Stop 7 635 2572255 359400 TCP - Actuated 20 639 2566143 365040 TCP - Actuated 17 640 2565115 366587 TCP - Actuated 17 644 2561787 369189 TCP - Actuated 17 645 2561515 369262 TCP - Actuated 17 647 2559590 369933 Actuated 17 650 2558046 370816 TCP - Actuated 17 651 2557713 371149 Actuated 17 652 2562072 371989 Stop 17 667 2563528 374703 Stop 17 683 2575358 388049 TCP - Actuated 7 700 2539037 352357 Stop 16 703 2540760 356110 TCP - Uncontrolled 16 Limerick Generating Station K-260 KILD Engineering, P.C.

Evacuation Time Estimate Rev. 0

x ~~Y otolGi Node Corint Corint Tyea (f t)Numbe t)(f 715 2538085 346854 TCP - Uncontrolled 29 717 2536887 341505 TCP - Actuated 29 720 2549282 347305 TCP - Uncontrolled 30 723 2543347 352587 Stop 16 730 2553589 360784 Stop 16 737 2572687 334837 Stop 36 738 2574652 337307 Actuated 34 739 2575091 337997 TCP - Actuated 34 740 2575937 338598 TCP - Actuated 34 744 2582995 338734 Actuated 34 745 2584457 338213 TCP - Actuated 37 746 2586244 336936 Actuated 39 748 2588557 335642 Actuated 39 749 2589041 335448 TCP - Actuated 39 750 2589767 335205 TCP - Actuated 39 751 2590488 334903 TCP - Actuated 39 753 2592425 332853 TCP - Actuated 39 754 2593006 331968 Stop 39 755 2596424 329530 Actuated 40 756 2596869 329165 TCP - Actuated 40 757 2597706 328499 Actuated 40 759 2602285 324179 TCP - Actuated 54 760 2603447 323549 Stop 54 761 2605067 322706 TCP - Actuated 54 762 2607504 321463 TCP - Actuated 54 763 2609344 320539 TCP - Actuated 54 764 2610554 318991 Actuated 57 765 2610817 318700 TCP - Actuated 57 766 2611239 318540 Actuated 57 768 2612321 318208 TCP - Actuated 57 769 2615037 315426 TCP - Actuated 57 770 2619535 312026 Stop 57 771 2622955 309714 TCP - Actuated 60 772 2624144 308883 Actuated 60 773 2626087 306253 Stop 60 774 2626736 305077 TCP - Actuated 60 775 2628280 303481 TCP - Actuated 60 776 2630625 301079 Stop 60 777 2631573 300068 Actuated 60 778 2632518 299388 Actuated 60 K-261 KID Engineering, P.C.

Limerick Generating Station K-261 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

779 2633344 298824 Actuated 60 780 2636059 296883 Actuated 73 781 2636985 296228 Actuated 76 782 2637680 295740 Actuated 76 783 2638040 295511 Actuated 76 784 2638473 295307 Actuated 76 785 2640379 294120 Actuated 76 786 2642773 293030 Actuated 76 787 2643378 292790 Actuated 76 788 2644427 292315 Actuated 76 790 2648014 291507 Actuated 76 793 2650248 290233 Actuated 77 795 2652680 288936 Actuated 77 796 2653089 288634 Actuated 77 799 2654924 287396 Actuated 77 803 2570811 336108 TCP - Uncontrolled 36 807 2569414 339407 TCP - Actuated 33 808 2568093 339184 Actuated 33 809 2565995 338990 Actuated 33 810 2564844 338970 TCP - Actuated 33 811 2564330 338976 TCP - Actuated 33 812 2563913 338810 Actuated 33 813 2563235 338650 Actuated 33 814 2560897 338962 TCP - Actuated 33 815 2558882 338727 Actuated 33 816 2557788 338861 Actuated 33 817 2556829 338966 Pre-timed 30 818 2556213 339070 Actuated 30 819 2555781 339151 Pre-timed 30 820 2555351 339225 Actuated 30 821 2554926 339256 Actuated 30 822 2554532 339311 TCP - Actuated 30 823 2553852 339380 Actuated 30 824 2553111 339532 Actuated 30 825 2553178 339901 Pre-timed 30 827 2549255 340984 Stop 30 828 2549288 340619 TCP - Actuated 30 830 2547017 339768 TCP - Actuated 30 831 2543978 339272 TCP - Actuated 30 832 2542778 339684 Actuated 29 Limerick Generating Station K-262 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

833 2540997 340075 Actuated 29 834 2572820 339291 TCP - Uncontrolled 34 835 2575892 339175 TCP - Actuated 34 836 2543281 338096 Stop 29 837 2546690 343667 Stop 30 838 2548312 347363 TCP - Actuated 30 841 2548463 342711 Stop 30 842 2547180 340726 TCP - Uncontrolled 30 846 2551663 345374 Stop 30 856 2557077 344532 Actuated 33 857 2556225 344970 Actuated 30 858 2554665 345555 TCP - Actuated 30 861 2556874 353785 TCP - Actuated 16 862 2556276 355082 TCP - Uncontrolled 16 869 2554759 340754 TCP - Actuated 30 870 2554581 339693 TCP - Actuated 30 871 2555376 339595 Actuated 30 872 2554973 339621 Actuated 30 873 2555509 340637 TCP - Actuated 30 874 2556336 342026 Actuated 30 875 2556832 342774 Stop 30 877 2558169 343890 Pre-timed 33 878 2558956 344402 Pre-timed 33 880 2560328 346215 Actuated 33 881 2558773 347351 Stop 33 883 2561523 347787 TCP - Uncontrolled 33 887 2559881 351591 Stop 19 888 2562088 348574 Stop 33 892 2567031 352132 TCP - Actuated 19 893 2568567 354573 Stop 19 894 2554368 338330 TCP - Actuated 30 896 2553647 334860 TCP - Actuated 32 898 2552064 334808 TCP - Actuated 32 900 2561151 345625 Stop 33 902 2562472 345419 Stop 33 904 2564763 344641 TCP - Actuated 33 909 2559866 342638 TCP - Actuated 33 912 2562031 340472 TCP - Actuated 33 914 2561488 339811 Pre-timed 33 918 2556585 337125 Stop 32 K-263 KLD Engineering, P.C.

Limerick Generating Station K-263 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

920 2556017 337401 stop 30 921 2553912 339796 Stop 30 922 2558816 336244 TCP - Actuated 35 925 2559309 335995 TCP - Uncontrolled 35 927 2558731 334404 TCP - Actuated 35 929 2561724 335877 TCP - Actuated 35 931 2563917 335455 Actuated 35 932 2558583 340179 Stop 33 933 2556454 340498 Actuated 30 938 2572995 345255 Stop 34 943 2578059 351067 Stop 20 950 2587642 361072 Stop 23 953 2576778 352889 Actuated 20 962 2569487 349871 Stop 33 968 2565976 350656 TCP - Actuated 19 974 2576284 366135 TCP - Actuated 18 977 2577443 366794 TCP - Uncontrolled 18 982 2569622 351620 Stop 19 984 2572270 354543 Stop 20 986 2574683 356213 Stop 20 987 2569736 356102 Actuated 19 989 2590201 358960 Stop 23 990 2591561 357607 Stop 23 999 2601761 352007 TCP - Uncontrolled 24 1002 2588318 339026 Stop 37 1003 2586928 340759 TCP - Actuated 37 1013 2584297 344733 Stop 37 1019 2577989 343660 Stop 34 1023 2576076 344996 Stop 34 1031 2583716 333422 TCP - Uncontrolled 39 1032 2585788 331873 TCP - Actuated 39 1035 2582003 373510 Stop 18 1038 2585066 386201 Stop 10 1042 2589627 386191 Stop 10 1046 2591424 396046 Stop 8 1048 2589232 399150 Stop 8 1050 2588813 401929 Stop 8 1051 2593888 393252 TCP - Actuated 8 1053 2597707 399970 Stop 9 1054 2597316 401196 Stop 9 Limerick Generating Station K-264 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

x Y Cntro Gri Node Coorinat CoodinaeTpe Ma 6 (f* ) (f ) Numbe 1061 2602295 400671 TCP - Actuated 9 1063 2607382 403350 Stop 9 1065 2601913 402144 Stop 9 1067 2599878 406295 Stop 3 1085 2586573 375771 Stop 21 1086 2586971 380333 Stop 10 1094 2599641 371315 Stop 22 1107 2600738 367607 TCP - Uncontrolled 22 1108 2600647 369071 TCP - Actuated 22 1113 2597051 365079 Stop 22 1117 2589558 366558 Stop 21 1119 2593614 362183 Stop 23 1126 2603096 360718 Stop 24 1127 2601392 359146 Stop 24 1128 2601476 361911 Stop 24 1129 2601414 354241 TCP - Actuated 24 1142 2609944 364195 Stop 25 1143 2601721 369244 TCP - Actuated 22 1148 2608616 364820 Stop 22 1149 2609988 364660 Stop 25 1152 2611387 367925 TCP - Actuated 25 1156 2606261 373357 TCP - Uncontrolled 22 1163 2607347 381835 Stop 11 1169 2603906 392143 Stop 9 1171 2607995 376163 Stop 22 1178 2613345 391517 Stop 12 1179 2616734 394693 Stop 12 1180 2617412 395139 Stop 12 1189 2568853 327750 Stop 35 1190 2562467 332667 TCP - Uncontrolled 35 1191 2560904 333786 Actuated 35 1195 2537313 338876 Stop 29 1197 2533620 340170 TCP - Uncontrolled 29 1199 2530661 341652 Stop 29 1203 2521805 342428 TCP - Actuated 28 1206 2513157 345424 Stop 28 1207 2510291 345804 Actuated 28 1208 2510247 346207 Actuated 28 1210 2507097 346426 Stop 28 1213 2493387 351697 Actuated 14 K-265 KLD Engineering, P.C.

Limerick Generating Station K-265 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

1214 2492087 352207 Actuated 14 1227 2580685 314178 TCP - Actuated 52 1228 2582187 309087 Stop 52 1229 2583937 302820 TCP - Actuated 55 1230 2584399 301668 TCP - Actuated 55 1231 2585833 299879 Actuated 55 1232 2586026 299705 Actuated 55 1233 2587821 298729 TCP - Actuated 55 1234 2590041 297695 TCP - Actuated 68 1237 2592472 296571 TCP - Actuated 68 1238 2593107 296266 TCP - Actuated 68 1239 2594141 295754 Actuated 68 1240 2595295 295203 TCP - Actuated 68 1241 2596815 294574 TCP - Actuated 69 1244 2601194 293797 Actuated 69 1245 2602880 291890 Actuated 69 1247 2605650 287338 Stop 69 1249 2608561 287542 TCP - Actuated 69 1255 2619709 289262 TCP - Uncontrolled 72 1256 2620126 288055 Actuated 72 1258 2621039 286029 TCP - Actuated 72 1259 2621416 285163 Actuated 72 1260 2622182 284214 Actuated 74 1261 2623630 283749 TCP - Actuated 75 1262 2624081 283585 Actuated 75 1263 2625167 282947 Actuated 75 1264 262S709 282670 Actuated 75 1265 2627033 282734 TCP - Actuated 75 1266 2628228 282795 Actuated 75 1267 2630285 282161 Actuated 75 1268 2630981 281919 Actuated 75 1269 2631510 281768 Actuated 75 1270 2632858 281390 Actuated 75 1272 2637613 279883 Actuated 78 1274 2639248 279579 Actuated 78 1276 2642155 276574 Actuated 78 1282 2551673 332935 Actuated 32 1283 2552012 330949 Actuated 32 Limerick Generating Station K-266 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

x~ y otolGi Node Corint CoriaeTp0a (f t)Numbe t)(f 1284 2552069 326943 TCP - Uncontrolled 32 1285 2552122 325916 Actuated 32 1290 2552035 315191 TCP - Actuated 51 1292 2551692 313430 TCP - Actuated 51 1294 2550855 310481 Stop 51 1306 2544161 296933 TCP - Uncontrolled 66 1308 2543405 291647 TCP - Actuated 66 1312 2543291 284283 TCP - Uncontrolled 66 1313 2544037 282249 TCP - Actuated 66 1314 2545124 278902 Actuated 66 1315 2545681 277726 TCP - Actuated 66 1316 2546829 276355 Actuated 66 1317 2547490 275725 Actuated 66 1318 2548005 275241 TCP - Actuated 66 1319 2549018 274392 Actuated 66 1320 2550425 272926 TCP - Uncontrolled 66 1321 2550693 272633 TCP - Uncontrolled 66 1322 2552553 270870 Actuated 82 1323 2554280 270418 TCP - Actuated 82 1324 2557032 270199 TCP - Actuated 83 1325 2558650 269841 Actuated 83 1326 2560342 268057 TCP - Actuated 83 1328 2561473 263852 Actuated 83 1329 2561658 261945 Actuated 83 1330 2562081 261150 Actuated 83 1331 2561034 264679 Actuated 83 1332 2563662 258026 TCP - Actuated 85 1338 2541449 321297 Stop 51 1344 2543417 312813 Stop 51 1346 2541081 312952 TCP - Actuated 51 1347 2543984 312484 TCP - Uncontrolled 51 1350 2520122 337826 TCP - Uncontrolled 28 1356 2519653 327868 Stop 28 1358 2519925 340169 Stop 28 1361 2513891 337918 Stop 28 1369 2520191 326959 TCP - Uncontrolled 28 1391 2498957 311766 Stop 49 1394 2503907 310085 Stop 49 1399 2504258 305753 TCP - Actuated 50 1402 2516166 307497 TCP - Actuated 50 Limerick Generating Station K-267 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

x ~ ~ ~ e otol . Gi Noe* Corint Corint Typ Map (f t)Numbe t)(f 1404 2517945 309098 Stop 50 1410 2534039 311995 TCP - Uncontrolled 51 1412 2558451 314217 TCP - Uncontrolled 52 1414 2564105 313875 Stop 52 1415 2569234 310767 Stop 52 1418 2498371 311897 Stop 49 1428 2502618 323836 Stop 49 1442 2499892 305268 TCP - Actuated 49 1443 2498016 305627 TCP - Actuated 49 1444 2492740 305190 Actuated 49 1445 2491105 305612 Actuated 49 1446 2488381 304888 TCP - Actuated 49 1447 2486212 304106 TCP - Actuated 49 1448 2485210 303551 Actuated 49 1451 2515378 302500 TCP - Actuated 50 1455 2510041 295825 Stop 65 1460 2511027 288880 Stop 65 1463 2510150 282937 Stop 65 1467 2481478 338582 Stop 27 1471 2483066 327925 Stop 27 1482 2489381 308032 Stop 49 1497 2479167 346620 Actuated 27 1507 2493497 334504 Stop 27 1508 2489580 332222 Stop 27 1519 2490384 347867 Stop 27 1520 2589549 343074 Stop 37 1527 2597334 344241 Stop 38 1532 2606197 345953 TCP - Actuated 38 1533 2606204 346088 Actuated 38 1537 2614091 353529 Stop 25 1540 2619913 360944 Actuated 25 1542 2619090 353326 Stop 25 1545 2596525 338958 Stop 38 1551 2603121 341090 Stop 38 1552 2604557 341721 Stop 38 1555 2606626 343160 TCP - Actuated 38 1556 2607345 342671 Actuated 38 1559 2609840 339524 Actuated 41 1560 2610236 339394 Stop 41 1561 2613870 339797 Actuated 41 Limerick Generating Station K-268 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

x ~ y ~ ~ 6 otol Gi Node Corint Corint Typ Map (f t)Numbe t)(f 1566 2622977 334856 TCP - Actuated 44 1567 2623810 333762 TCP - Uncontrolled 44 1568 2625395 332812 TCP - Actuated 44 1569 2628166 332388 TCP - Actuated 44 1571 2633447 329241 Actuated 44 1573 2639750 325312 TCP - Actuated 47 1575 2645682 320772 Actuated 61 1576 2647999 319047 Actuated 61 1577 2650632 317116 Actuated 62 1578 2655833 313277 TCP - Actuated 62 1580 2594766 336106 Stop 39 1581 2592369 337798 Stop 37 1587 2586522 328037 Stop 39 1588 2589127 327597 Stop 39 1593 2599500 332788 TCP - Actuated 40 1595 2591731 326737 Stop 39 1597 2587594 321169 Stop 53 1599 2586164 323939 TCP - Actuated 53 1600 2590957 322910 TCP - Actuated 53 1601 2588068 320231 TCP - Actuated 53 1602 2584704 330344 Actuated 39 1603 2584494 329965 TCP - Actuated 39 1604 2584067 329179 TCP - Actuated 39 1605 2584027 328970 Actuated 39 1606 2594802 326280 TCP - Actuated 39 1607 2593584 324611 Actuated 39 1609 2590222 322044 TCP - Actuated 53 1610 2589840 321649 TCP - Actuated 53 1611 2589296 321233 Actuated 53 1612 2594465 330900 Stop 39 1619 2604127 339345 TCP - Actuated 38 1620 2604672 345596 Stop 38 1621 2606549 344524 TCP - Actuated 38 1622 2606525 344732 TCP - Actuated 38 1625 2604893 348930 TCP - Actuated 38 1626 2604409 349296 Stop 38 1627 2604271 349021 Stop 38 1636 2608283 351448 Stop 24 1641 2612232 350515 Stop 41 1644 2614777 358453 Stop 25 Limerick Generating Station K-269 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

1647 2617487 361700 Stop 25 1657 2613190 359415 Stop 25 1664 2614110 365364 TCP - Actuated 25 1665 2614999 366974 Stop 25 1674 2628578 379150 Actuated 12 1676 2631069 379932 Actuated 12 1680 2616500 357233 TCP - Actuated 25 1686 2577403 327032 Stop 36 1694 2583822 321629 TCP - Uncontrolled 53 1697 2585958 319124 Stop 53 1698 2586577 318559 TCP - Actuated 53 1699 2586169 318087 TCP - Actuated 53 1701 2584692 317164 TCP - Actuated 53 1702 2583555 316621 TCP - Actuated 53 1707 2588238 319823 TCP - Actuated 53 1708 2590711 317778 TCP - Actuated 53 1713 2597913 319945 Stop 54 1715 2599939 321499 Stop 54 1716 2602701 319466 Stop 54 1721 2600958 325341 Stop 40 1722 2599424 324671 Stop 40 1724 2588144 314273 TCP - Uncontrolled 53 1727 2592038 309814 Stop 55 1728 2593308 309639 TCP - Uncontrolled 55 1730 2597733 312286 TCP - Actuated 54 1731 2601420 307767 Actuated 56 1732 2602416 309148 Actuated 56 1733 2603065 310027 TCP - Actuated 56 1734 2605543 311901 Actuated 54 1736 2607196 314048 Stop 54 1737 2609036 316463 TCP - Actuated 54 1739 2601546 317834 Actuated 54 1754 2609042 316660 Stop 54 1758 2601679 331623 Stop 40 1763 2609312 333428 Stop 40 1764 2609781 333139 TCP - Actuated 43 1766 2609772 330530 Stop 43 1767 2609923 327556 TCP - Actuated 43 1769 2610384 323877 Stop 57 1771 2607870 326569 TCP - Actuated 40 Limerick Generating Station K-270 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

1773 2607553 329776 Stop 40 1777 2602854 337479 TCP - Uncontrolled 38 1779 2604785 335017 Stop 40 1781 2606843 335225 Stop 40 1783 2608738 338898 Stop 38 1784 2608726 338780 TCP - Uncontrolled 38 1789 2618638 361899 Stop 25 1791 2626223 354582 TCP - Actuated 25 1792 2629791 351699 Actuated 25 1793 2629897 350062 Actuated 42 1794 2630795 349175 Actuated 42 1795 2632423 347975 Stop 42 1796 2629806 344453 Stop 42 1799 2626412 345743 Stop 42 1801 2625520 344855 Stop 42 1805 2621381 347659 Stop 41 1806 2622409 346898 TCP - Actuated 41 1807 2622374 346733 Stop 41 1817 2625073 352967 Actuated 25 1819 2623921 337050 Actuated 44 1820 2623541 341641 Stop 42 1823 2636877 345069 Actuated 45 1824 2638548 343314 Stop 45 1825 2638735 342987 Actuated 45 1826 2640407 341781 TCP - Actuated 45 1830 2611473 333559 Stop 43 1835 2612894 327386 Stop 43 1836 2611568 327359 Stop 43 1837 2614951 326864 Stop 43 1844 2630819 359242 Actuated 25 1846 2635601 364078 TCP - Actuated 25 1847 2636645 365436 Actuated 26 1849 2642865 367121 TCP - Actuated 26 1850 2644748 369781 Actuated 26 1852 2642629 372229 Stop 26 1855 2631381 368612 Actuated 25 1864 2645827 364926 TCP - Actuated 26 1865 2647846 366335 Actuated 26 1866 2648499 366966 Actuated 26 1883 2654188 362721 Stop 26 Limerick Generating Station K-271 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

x ~ ~ otolGi 0 Node Coodiat Corint Type Map (f t)Numbe t)(f 1885 I 2649375 368044 TCP - Actuated 26 1886 2644205 368984 Stop 26 1887 2642203 371652 Actuated 26 1889 2646195 376986 Actuated 26 1890 2646489 377183 Actuated 13 1895 2641760 386191 Actuated 13 1896 2642195 385907 Actuated 13 1897 2642513 385691 Actuated 13 1898 2652085 354267 Actuated 26 1899 2649259 356417 Actuated 26 1900 2648592 356928 Stop 26 1901 2641325 351330 Actuated 26 1902 2642557 352267 Stop 26 1903 2642816 349918 Actuated 45 1905 2645312 346705 Actuated 45 1906 2646753 348017 Actuated 45 1907 2649352 351574 Actuated 26 1910 2641260 341137 Actuated 45 1911 2642944 343506 Actuated 45 1912 2638017 346767 Actuated 45 1914 2637496 335288 Stop 47 1918 2645291 341889 Stop 45 1919 2647641 344662 Stop 45 1920 2650884 344913 Actuated 46 1921 2653632 342928 TCP - Actuated 46 1924 2649149 343737 Actuated 45 1927 2646434 340133 Stop 45 1928 2645013 338389 Actuated 45 1929 2647875 339597 Stop 45 1930 2651692 340250 Actuated 46 1931 2650092 338105 Stop 46 1932 2648457 335865 TCP - Actuated 47 1937 2644243 329982 Actuated 47 1940 2647696 327620 Actuated 47 1942 2651731 333093 Actuated 48 1943 2649534 329906 Actuated 48 1945 2653520 335717 Actuated 48 1947 2653406 332032 Actuated 48 1948 2654782 331289 Actuated 48 1949 2658739 329387 Actuated 48 Limerick Generating Station K-272 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

Nod Coordnat Coodnt Typ Ma 1953 2638062 337275 Stop 45 1962 2628575 334165 Stop 44 1970 2619588 322737 Stop 57 1974 2626904 327252 Stop 44 1977 2616234 324223 Stop 43 1978 2617969 325981 Stop 43 1988 2628472 326392 Stop 44 1993 2635479 317479 Actuated 58 1994 2639791 314444 Stop 61 1995 2643122 312079 Actuated 61 1996 2645644 310329 Actuated 63 1997 2616951 317234 TCP - Actuated 57 1999 2622026 315576 Stop 57 3000 2625396 314255 Actuated 58 3001 2630877 310644 TCP - Actuated 60 3002 2632579 309444 Actuated 60 3003 2635554 308536 Actuated 60 3004 2636562 308309 Actuated 63 3005 2639700 307439 TCP - Actuated 63 3006 2643562 306381 TCP - Actuated 63 3007 2634458 316024 Actuated 58 3013 2631600 301629 Stop 60 3014 2634047 299840 Actuated 60 3015 2635776 302245 Actuated 60 3016 2640361 298800 Actuated 63 3017 2641621 296729 Actuated 76 3018 2637405 304557 TCP - Uncontrolled 63 3021 2637763 311549 Stop 61 3031 2651326 325108 Actuated 48 3033 2653213 323855 Actuated 62 3034 2654475 322673 Actuated 62 3037 2594770 313606 Stop 53 3041 2604413 311397 Actuated 54 3042 2603976 311000 TCP - Actuated 54 3046 2651989 302004 Actuated 64 3047 2653202 300451 Actuated 64 3048 2653679 299221 Actuated 64 3049 2656254 297242 Actuated 77 3050 2656752 296866 Actuated 77 3051 2657522 295328 Actuated 77 KLD Engineering, P.C.

Limerick Generating Station K-273 K-273 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

x ~ y~ otolGi Nod Corint Corint Typ Ma (f f t) t) umbe 3052 2657809 293233 Actuated 77 3063 2607035 308556 Actuated 56 3065 2609459 306916 Stop 56 3070 2612915 300137 TCP - Actuated 59 3075 2609974 307084 Stop 59 3079 2617513 305566 Actuated 59 3083 2625135 299245 TCP - Actuated 60 3084 2619926 292311 TCP - Uncontrolled 72 3085 2613628 299895 Stop 59 3089 2618249 300257 Stop 59 3090 2616729 298092 TCP - Actuated 59 3091 2615292 296209 TCP - Actuated 72 3093 2610013 292667 Stop 72 3097 2628214 299603 Stop 60 3106 2623840 290036 Stop 73 3118 2627858 287092 Actuated 73 3119 2627375 287518 Actuated 73 3120 2626273 288597 Actuated 73 3121 2625632 289149 Actuated 73 3122 2620349 288205 TCP - Actuated 72 3124 2622802 286129 Actuated 73 3125 2622349 289016 Actuated 72 3126 2630284 284851 Actuated 73 3127 2629134 284195 Actuated 75 3128 2627084 284620 TCP - Actuated 73 3129 2626735 284030 Actuated 75 3131 2630745 284337 Actuated 75 3132 2634842 288115 Actuated 73 3135 2640526 290268 Actuated 76 3136 2639765 290575 Stop 76 3142 2634142 289131 Actuated 73 3143 2632152 292911 Actuated 73 3144 2626302 291218 Actuated 73 3147 2625849 289637 Actuated 73 3151 2626603 284869 Actuated 73 3153 2627773 284697 Actuated 73 3155 2625742 281705 Stop 75 3156 2625170 281452 Actuated 75 3157 2622384 280738 Actuated 74 3158 2621448 280149 Actuated 74 Limerick Generating Station K-274 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

3159 2618354 278399 Actuated 74 3160 2615601 277576 Actuated 74 3161 2615878 277142 Actuated 74 3162 2615020 277225 Actuated 74 3163 2613036 276555 Actuated 74 3166 2608541 273921 Actuated 71 3167 2606751 272899 Actuated 71 3170 2605233 267565 Actuated 87 3171 2605013 265831 Actuated 87 3173 2606577 264003 Actuated 87 3181 2610206 283003 TCP - Uncontrolled 74 3182 2612261 283003 TCP - Uncontrolled 74 3183 2614942 278625 Actuated 74 3184 2615165 278276 Actuated 74 3185 2615402 277912 Actuated 74 3189 2620188 270081 Actuated 88 3190 2620121 269576 Stop 88 3191 2619591 268825 Stop 88 3196 2618844 270148 Actuated 88 3197 2619087 269576 Stop 88 3200 2624168 271600 Stop 75 3201 2624519 271842 Actuated 75 3202 2626412 272964 Stop 75 3203 2628557 273390 Actuated 75 3204 2633715 273822 Stop 75 3205 2630812 279609 Actuated 75 3212 2620032 275207 Stop 74 3215 2624114 276953 Actuated 75 3216 2623183 279105 Actuated 75 3217 2623640 279496 Actuated 75 3218 2624673 279827 Actuated 75 3220 2625643 280660 Actuated 75 3225 2634001 281075 Actuated 75 3230 2627275 278074 Stop 75 3238 2612991 268956 Actuated 88 3239 2613385 268325 Stop 88 3241 2611480 267708 Stop 88 3246 2605037 266703 Stop 87 3247 2619275 276793 Stop 74 3248 2609013 275991 Actuated 71 Limerick Generating Station K-275 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

x ~ ~ otolGi .

Node Corint Corint ypa (f t)Numbe t)(f 3249 2609319 1 276313 Actuated 71 3255 2608683 274503 Actuated 71 3256 2608769 275156 Stop 71 3257 2615836 270055 Stop 88 3260 2488552 307956 Actuated 49 3274 2503779 355492 Stop 14 3281 2513392 351344 Actuated 15 3293 2521124 342438 Stop 28 3296 2552076 339828 Actuated 30 3298 2553299 340932 Stop 30 3299 2554295 337754 Actuated 30 3303 2553291 332883 TCP - Actuated 32 3304 2549624 334795 TCP - Actuated 32 3312 2564336 337059 Actuated 35 3317 2575656 338459 TCP - Uncontrolled 34 3320 2575181 325246 Stop 36 3325 2588776 321070 Actuated 53 3326 2587007 322295 Actuated 53 3327 2588127 321766 Stop 53 3330 2586455 317838 Stop 53 3331 2589047 315529 Stop 53 3333 2598495 313625 TCP - Actuated 54 3334 2596039 315142 Stop 53 3335 2593051 315585 Stop 53 3339 2603629 312166 Actuated 54 3345 2593278 302729 TCP - Uncontrolled 55 3346 2593455 302141 TCP - Uncontrolled 55 3347 2592094 301583 Stop 55 3348 2592385 299457 TCP - Actuated 55 3353 2595636 300471 Actuated 55 3354 2594120 299718 TCP - Actuated 55 3355 2594840 296802 Actuated 68 3360 2611730 300039 TCP - Actuated 59 3361 2608709 302857 Actuated 56 3362 2611136 303143 Stop 59 3364 2600846 301952 Actuated 56 3365 2609694 299591 Actuated 56 3366 2604378 301110 Stop 56 3367 2612538 300155 TCP - Actuated 59 3368 2610823 299769 Actuated 59 Limerick Generating Station K-276 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

x ~ ~Y ~ otolGi Nod Corint Coodiat Tyea 3369 1 2611110 299856 Actuated 59 3373 2620549 293138 TCP - Actuated 72 3374 2622292 295513 Actuated 72 3376 2623615 299056 Actuated 60 3377 2624184 297979 Actuated 60 3383 2615670 298535 Actuated 59 3388 2593004 299576 TCP - Actuated 55 3389 2592817 297394 Stop 68 3390 2593568 297571 Stop 68 3391 2594547 297822 Stop 55 3395 2591547 292155 TCP - Actuated 68 3404 2587207 278836 TCP - Actuated 70 3405 2588197 277278 Actuated 70 3406 2587872 275680 Actuated 70 3407 2588306 273813 Actuated 70 3408 2590145 271430 Actuated 70 3409 2590659 269766 Actuated 87 3410 2591814 267595 Actuated 87 3411 2584643 297717 TCP - Actuated 68 3412 2584090 297758 Actuated 68 3413 2583267 297816 Actuated 52 3414 2581850 297882 Actuated 52 3415 2581505 297849 Actuated 52 3416 2579002 296702 Stop 67 3417 2577593 296152 TCP - Actuated 67 3418 2575110 295340 TCP - Actuated 67 3421 2569151 289422 Stop 67 3422 2566788 286587 TCP - Uncontrolled 67 3427 2560481 278543 TCP - Actuated 67 3429 2556448 273678 Actuated 66 3430 2555720 272552 TCP - Actuated 66 3431 2555170 271734 Actuated 66 3432 2557742 274748 Actuated 67 3441 2566057 263742 Actuated 83 3443 2563436 262400 Actuated 83 3445 2576955 265765 Actuated 84 3447 2573457 265392 Stop 84 3448 2571366 265007 Actuated 84 3451 2553923 269930 Actuated 82 3453 22553140 268093 Actuated 82 K-277 KLD Engineering, P.C.

Limerick Generating Station K-277 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

3454 2552971 267008 Actuated 82 3455 2552769 265956 Actuated 82 3458 2548739 261600 Actuated 82 3459 2547094 260380 Actuated 82 3462 2543869 253574 Actuated 82 3464 2551784 257286 Actuated 82 3467 2557681 259385 Actuated 83 3476 2554900 265585 Stop 82 3480 2553683 265533 Actuated 82 3484 2558624 257748 Actuated 85 3485 2559464 256257 Actuated 85 3489 2562970 259481 Actuated 83 3494 2563508 258306 Actuated 83 3497 2587123 295378 TCP - Actuated 68 3498 2591535 298936 Actuated 55 3499 2591294 298249 TCP - Uncontrolled 55 3503 2594412 290784 TCP - Actuated 68 3506 2589877 280931 Stop 70 3508 2587409 278641 Actuated 70 3510 2584389 297343 Stop 68 3514 2566820 272860 Actuated 67 3517 2578409 270011 TCP - Actuated 84 3522 2587590 267605 Actuated 87 3523 2570513 270648 TCP - Actuated 84 3524 2580085 269395 Actuated 84 3525 2582497 271504 Stop 67 3526 2582958 268819 Actuated 84 3529 2623932 281203 Actuated 75 3530 2622939 280955 Actuated 75 3541 2617639 278059 Actuated 74 3548 2605558 273747 Actuated 71 3549 2605191 274028 Actuated 71 3551 2601179 273982 Stop 71 3552 2592424 270609 Actuated 87 3553 2593285 271009 Actuated 87 3554 2594994 271752 Actuated 70 3562 2568985 317230 TCP - Uncontrolled 52 3563 2566773 315535 Stop 52 3566 2544244 291142 Actuated 66 3568 2548538 289215 TCP - Uncontrolled 66 Limerick Generating Station K-278 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

x ~~e y otolGi Node Coordnat Coodiat Typ Map (f t)Numb.

t)(f 3569 I 2550962 288064 TCP - Actuated 66 3592 2503434 303608 Stop 49 3595 2575677 297879 Stop 52 3603 2546641 277955 Actuated 66 3605 2546160 279256 Actuated 66 3610 2548364 287066 Stop 66 3625 2558296 294245 Stop 67 3630 2548113 273294 Actuated 66 3634 2552015 270202 Actuated 82 3635 2552418 269328 Actuated 82 3638 2526747 277072 Stop 65 3648 2520928 282505 Stop 65 3670 2537618 266683 TCP - Actuated 82 3684 2529781 279459 TCP - Uncontrolled 65 3686 2552462 268664 Actuated 82 3690 2590360 270468 Actuated 87 3692 2589935 270341 Actuated 87 3693 2589769 269772 Actuated 87 3699 2592307 268988 Actuated 87 3700 2591328 268761 Actuated 87 3702 2580633 274396 Actuated 67 3707 2585143 256356 Actuated 87 3716 2574767 257440 Stop 86 3718 2573221 253373 Actuated 86 3722 2575486 252377 Actuated 86 3724 2566293 253537 Actuated 85 3732 2596594 260126 Actuated 87 3735 2600781 265328 Actuated 87 3738 2592611 257809 Actuated 87 3759 2571703 264454 Actuated 84 3763 2584295 260180 Actuated 87 3766 2599520 266061 Actuated 87 3775 2559882 308147 Stop 52 3776 2559031 307129 Stop 52 3782 2577366 300479 Stop 52 3788 2576381 297692 TCP - Actuated 67 3790 2576141 297395 Stop 67 3793 2531628 280429 TCP - Uncontrolled 66 3798 2560838 356754 TCP - Actuated 19 3801 2563328 361266 Stop 19 Limerick Generating Station K-279 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

3804 2539356 331021 Stop 31 3805 2559255 364578 TCP - Actuated 17 3816 2560463 338343 Stop 33 3820 2562177 338789 Actuated 33 3824 2555983 340582 Stop 30 3826 2555833 339534 Stop 30 3828 2554469 338976 Actuated 30 3829 2550656 334730 Actuated 32 3833 2567868 311699 Stop 52 3839 2587125 312426 Stop 53 3841 2586852 308539 Stop 55 3844 2582930 306608 Actuated 52 3845 2581824 305063 Stop 52 3848 2592271 300982 TCP - Actuated 55 3850 2587127 301239 Stop 55 3855 2587107 299104 Actuated 55 3857 2592485 299039 Actuated 55 3858 2593139 299141 Actuated 55 3859 2592624 298075 Actuated 55 3860 2593359 298291 Stop 55 3861 2593662 297231 Stop 68 3862 2594037 295816 TCP - Actuated 68 3863 2594053 295644 Yield 68 3864 2610428 299668 Actuated 59 3865 2601906 308388 Actuated 56 3867 2609843 316686 Actuated 57 3869 2608002 315180 Actuated 54 3872 2608405 315723 Actuated 54 3874 2610843 317955 Actuated 57 3884 2596533 328720 Actuated 40 3901 2586817 278424 Actuated 70 3904 2587970 277863 Actuated 70 3912 2601844 288357 Actuated 69 3914 2599084 281201 Stop 71 3916 2599165 278950 Stop 71 3919 2594346 290326 Actuated 68 3922 2623328 296827 Actuated 73 3924 2636778 344259 Actuated 45 3935 2546339 339416 Actuated 30 3940 2534752 342346 TCP - Uncontrolled 29 Limerick Generating Station K-280 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 0

w 3942 2494374 360462 Actuated 14 3943 2493918 361354 Actuated 14 3946 2496356 305497 Actuated 49 3948 2495003 305396 Actuated 49 3954 2510543 344905 Pre-timed 28 3959 2492479 313814 Stop 49 3964 2577869 276466 Stop 67 3965 2522264 324592 Stop 28 3977 2546372 276853 Actuated 66 3980 2544675 278356 Actuated 66 3990 2575807 252142 Actuated 86 3993 2576499 251664 Actuated 86 4000 2546489 255253 Actuated 82 4002 2545688 254774 Actuated 82 4024 2596013 266431 Actuated 87 4028 2599316 262980 Actuated 87 4032 2607565 273390 Actuated 71 4048 2627728 282057 TCP - Uncontrolled 75 4062 2653057 295215 Actuated 77 4065 2627783 273314 Actuated 75 4068 2632936 280919 Actuated 75 4070 2638109 281557 Actuated 78 4071 2641486 278712 Actuated 78 4081 2629301 283667 Actuated 75 4088 2622558 287752 TCP - Uncontrolled 72 4092 2625868 286568 Actuated 73 4094 2631852 288960 Actuated 73 4102 2640862 293871 Actuated 76 4103 2641143 293749 Actuated 76 4107 2643584 293331 Actuated 76 4112 2643149 297945 Stop 63 4113 2645472 300201 Actuated 63 4114 2647331 305339 Actuated 63 4123 2657647 294277 Actuated 77 4127 2657105 296261 Actuated 77 4131 2655654 297687 Actuated 77 4135 2651376 301144 Actuated 64 4136 2651339 302608 Actuated 64 4138 2650474 303350 Actuated 64 4142 2639156 296242 Stop 76 Limerick Generating Station K-281 KLD Engineering, P.C.

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x ~~e otolGi

  • Node eorint Corint Typ Map (f t)Numbe t)(f 4143 2638757 296537 Actuated 76 4144 2641249 298192 Stop 63 4146 2639557 297641 Actuated 76 4149 2629794 299874 Actuated 60 4151 2637730 297280 Stop 76 4152 2638390 296776 Stop 76 4154 2636795 297898 Actuated 63 4157 2619219 298489 Actuated 59 4162 2601577 352032 Yield 24 4164 2565995 365303 Yield 17 4168 2645482 305892 Actuated 63 4170 2641908 306758 Actuated 63 4171 2638375 307827 Actuated 63 4174 2603355 343720 TCP - Uncontrolled 38 4175 2605282 335000 Stop 40 4187 2647813 319168 TCP - Actuated 61 4189 2656656 329979 Actuated 48 4193 2650102 334431 Actuated 48 4195 2649712 334784 TCP - Uncontrolled 48 4196 2655674 330586 Actuated 48 4198 2649215 336870 TCP - Actuated 47 4200 2651974 340626 Actuated 46 4202 2650789 342327 Actuated 46 4204 2652635 343589 Actuated 46 4206 2647481 347486 Actuated 45 4209 2639688 349073 Actuated 45 4214 2645400 358831 Actuated 26 4217 2640463 366636 TCP - Actuated 26 4218 2642498 360454 Stop 26 4219 2641246 364923 Stop 26 4226 2648898 367481 Actuated 26 4229 2639683 359428 Actuated 26 4230 2641087 361315 Stop 26 4231 2641515 355851 Actuated 26 4234 2642536 342961 Actuated 45 423S 2640728 341548 Actuated 45 4237 2641749 340760 Actuated 45 4239 2642619 340135 Actuated 45 4242 2633095 347343 Actuated 42 4244 2629044 352356 Actuated 25 Limerick Generating Station K-282 KLD Engineering, P.C.

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x y Con~trlGi Nod Coriat Corint Tyea (f t)Numbet)(f 4245 2627513 353500 Actuated 25 4250 2626330 352081 Stop 25 4251 2626903 355453 Actuated 25 4253 2647411 348924 Actuated 45 4256 2608131 402903 Stop 9 4268 2499459 357919 Stop 14 4274 2582384 280606 Stop 67 4275 2641293 290477 Actuated 76 4282 2489671 367749 Actuated 14 4283 2491369 368284 Actuated 14 4284 2491976 368212 Actuated 14 4285 2495635 366762 Actuated 14 4290 2494360 360953 Actuated 14 4293 2493002 362417 Actuated 14 4294 2491749 364174 Actuated 14 4295 2491387 364701 Actuated 14 4296 2490464 367217 Actuated 14 4314 2543658 270959 Stop 82 4320 2647503 293810 Actuated 76 4321 2646767 294683 Actuated 76 4322 2644640 296432 Actuated 76 4323 2648901 297703 Actuated 76 4325 2651626 295315 Actuated 77 4327 2656759 293399 Actuated 77 4328 2654068 294667 Stop 77 4330 2652610 295242 Actuated 77 4331 2653860 304504 Actuated 64 4333 2650527 357692 Actuated 26 4336 2598907 408280 Stop 3 4342 2616818 409863 Actuated 4 4343 2614345 409436 Actuated 4 4344 2616512 410400 Stop 4 4348 2618519 410098 Actuated 4 4357 2576646 392484 Stop 7 4373 2550543 273394 TCP - Uncontrolled 66 4375 2646514 293331 Actuated 76 4377 2643921 301366 Stop 63 4378 2647220 298920 Actuated 63 4381 2650730 300230 Stop 64 4385 2588978 319200 TCP - Actuated 53 Limerick Generating Station K-283 KLD Engineering, P.C.

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4387 2586042 332167 TCP - Uncontrolled 39 4388 2584170 329513 TCP - Uncontrolled 39 4389 2602348 351607 TCP - Uncontrolled 24 4390 2602919 351146 TCP - Uncontrolled 24 4391 2572400 339321 TCP - Uncontrolled 34 4392 2614894 317962 TCP - Uncontrolled 57 4394 2607199 372218 TCP - Uncontrolled 22 4395 2604542 374114 TCP - Uncontrolled 22 4396 2547712 340126 Actuated 30 4397 2606017 342705 TCP - Uncontrolled 38 4398 2606328 342906 TCP - Uncontrolled 38 4399 2605944 345904 TCP - Uncontrolled 38 4400 2605822 344451 TCP - Uncontrolled 38 4403 2546071 339302 TCP - Uncontrolled 30 4405 2649099 304537 Actuated 63 4406 2653202 342270 TCP - Uncontrolled 46 4407 2648892 336399 TCP - Uncontrolled 47 4408 2646272 337444 TCP - Uncontrolled 45 4409 2629191 285881 TCP - Actuated 73 4413 2533797 311809 TCP - Actuated 51 4423 2591048 269162 TCP - Uncontrolled 87 4425 2580821 313840 TCP - Uncontrolled 52 4426 2592958 294164 TCP - Uncontrolled 68 4427 2592713 297683 TCP - Uncontrolled 68 4428 2593468 297923 TCP - Uncontrolled 55 4430 2593683 295180 TCP - Uncontrolled 68 4431 2594565 291308 TCP - Uncontrolled 68 4437 2543341 292096 TCP - Uncontrolled 66 4438 2529888 358208 Stop 15 4439 2533317 346227 TCP - Uncontrolled 29 4440 2530004 345337 TCP - Uncontrolled 28 4442 2498560 308004 TCP - Uncontrolled 49 4443 2559881 374936 TCP - Uncontrolled 17 4444 2550151 365867 TCP - Uncontrolled 16 4445 2490605 366911 TCP - Uncontrolled 14 4446 2514012 390584 Stop 5 4448 2566050 386661 TCP - Uncontrolled 7 4450 2650210 330864 Actuated 48 4452 2651327 332472 Actuated 48 4454 2624134 299090 Actuated 60 Limerick Generating Station K-284 KLD Engineering, P.C.

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x y Cntro Gri

~

Node~~ ~ ~

CodiaeTp Coriae a 4456 2625736 299362 Actuated 60 4458 2626394 299452 Actuated 60 4460 2647543 308976 Actuated 63 4462 2627365 313167 Actuated 58 4463 2605860 322285 Actuated 54 4465 2620931 288456 Actuated 72 4467 2582005 268781 Actuated 84 4474 2592919 297022 Stop 68 4475 2564116 336297 Actuated 35 4477 2562600 368587 Actuated 17 4484 2520305 362153 Stop 15 4486 2510602 373959 Stop 15 4493 2557027 340448 Stop 33 4495 2560331 339973 Stop 33 4496 2563628 339505 Stop 33 4503 2646802 368229 Stop 26 4506 2641784 354938 TCP - Actuated 26 4507 2625442 355326 Actuated 25 4509 2642440 366528 Stop 26 4510 2645649 364700 Actuated 26 4512 2640161 340186 Actuated 45 4517 2541819 251873 Actuated 82 4520 2541864 252719 Actuated 82 4521 2542718 252263 Actuated 82 4522 2543881 254405 Actuated 82 4525 2536986 253274 Actuated 82 4527 2540551 251628 Actuated 82 4532 2650901 365186 Stop 26 4533 2651735 364490 Actuated 26 4535 2648802 360484 Stop 26 4536 2649482 366209 Actuated 26 4540 2548446 340444 Actuated 30 4543 2586755 317548 Stop 53 4544 2587043 317292 Stop 53 4545 2587615 316763 Stop 53 4546 2593828 296557 Stop 68 4547 2593744 296874 Stop 68 4548 2638056 297024 Stop 76 4549 2637333 297521 Stop 76 4550 2642535 294347 Stop 76 Limerick Generating Station K-285 KLD Engineering, P.C.

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4551 2643145 294124 Stop 76 4552 2643789 293825 Stop 76 4553 2644666 293686 Stop 76 4554 2645410 293592 Stop 76 4555 2645377 293131 Actuated 76 4556 2639654 295885 Actuated 76 4559 2640879 279036 Actuated 78 4561 2618580 278026 Actuated 74 4567 2642166 296058 Actuated 76 4568 2643640 297432 Actuated 76 4569 2646055 299765 Stop 63 4570 2644494 299257 Stop 63 4571 2644061 298826 Stop 63 4572 2643621 298404 Stop 63 4573 2644937 299689 Stop 63 4574 2644098 297868 Stop 63 4575 2644556 298309 Stop 63 4576 2645010 298726 Stop 63 4577 2645469 299176 Stop 63 4578 2640446 296979 Stop 76 4579 2640066 296440 Stop 76 4580 2639147 297080 Stop 76 4581 2638446 300198 Stop 63 4582 2637859 299455 Stop 63 4583 2639645 299263 Stop 63 4586 2638240 295783 Actuated 76 4587 2637860 296054 Stop 76 4589 2584488 312486 Stop 53 4592 2637185 284760 Actuated 76 4593 2636771 285458 Actuated 76 4595 2637821 283199 Actuated 78 1Coordinates are in the North American Datum of 1983 Pennsylvania South State Plane Zone Limerick Generating Station K-286 KLD Engineering, P.C.

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APPENDIX L Sub-area Boundaries

L. SUB-AREA BOUNDARIES County: Berks Defined as the area within the following boundary: Amity Township boundary to the Amity north, east, and south. Bounded to the west by Old Airport Rd to Weavertown Rd to Geiger Rd to Monocacy Hill Rd to Limekiln Rd to Monocacy Creek Rd to Main St to the southern boundary to Amity Township.

County: Berks Boyertown Defined as the area within the following boundary: Borough of Boyertown boundary.

County: Chester Charlestown Defined as the area within the following boundary: Charlestown Township boundary to the west, north, and east. Bounded by Interstate-76 to the south.

County: Berks Colebrookdale Defined as the area within the following boundary: Colebrookdale Township boundary.

County: Montgomery Collegeville Defined as the area within the following boundary: Borough of Collegeville boundary.

Douglass County: Berks (Berks) Defined as the area within the following boundary: Douglass Township boundary.

Douglass County: Montgomery (Montgomery) Defined as the area within the following boundary: Douglass Township boundary.

County: Berks Earl Defined as the area within the following boundary: Earl Township boundary to the north, east, and south. Bounded by Powder Mill Hollow Rd to the west.

County: Chester East Coventry Defined as the area within the following boundary: East Coventry Township boundary.

County: Chester East Nantmeal Defined as the area within the following boundary: East Nantmeal Township boundary to the north, east, and south. Bounded to the west by Route 345 to Route 401 to Marsh Rd to the southern boundary of East Nantmeal Township.

County: Chester East Pikeland Defined as the area within the following boundary: East Pikeland Township boundary.

Limerick Generating Station L-1 KLD Engineering, P.C.

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County: Chester East Vincent Defined as the area within the following boundary: East Vincent Township boundary.

County: Montgomery Green Lane Defined as the area within the following boundary: Borough of Green Lane boundary.

County: Montgomery Limerick Defined as the area within the following boundary: Limerick Township boundary.

County: Montgomery Lower Frederick Defined as the area within the following boundary: Lower Frederick Township boundary.

County: Montgomery Lower Pottsgrove Defined as the area within the following boundary: Lower Pottsgrove Township boundary.

County: Montgomery Lower Providence Defined as the area within the following boundary: Lower Providence Township boundary.

County: Montgomery Defined as the area within the following boundary: Lower Salford Township boundary Lower Salford to the north, west, and south. Bounded to the east by Route 113 to Old Skippack Rd to Groff Mill Rd to Salfordville Rd to the northern boundary of Lower Salford Township County: Montgomery Marlborough Defined as the area within the following boundary: Marlborough Township boundary to the south, west, and north. Bounded to the east by Route 63.

County: Montgomery New Hanover Defined as the area within the following boundary: New Hanover Township boundary.

County: Chester North Coventry Defined as the area within the following boundary: North Coventry Township boundary.

County: Montgomery Perkiomen Defined as the area within the following boundary: Perkiomen Township boundary.

County: Chester Phoenixville Defined as the area within the following boundary: Borough of Phoenixville boundary.

Limerick Generating Station L-2 KLD Engineering, P.C.

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County: Montgomery Pottstown Defined as the area within the following boundary: Borough of Pottstown boundary.

County: Montgomery Royersford Defined as the area within the following boundary:

Borough of Royersford boundary.

County: Chester Schuylkill Defined as the area within the following boundary: Schuykill Township boundary.

County: Montgomery Schwenksville Defined as the area within the following boundary: Borough of Schwenksville boundary.

County: Montgomery Skippack Defined as the area within the following boundary: Skippack Township boundary.

County: Chester South Coventry Defined as the area within the following boundary: South Coventry Township boundary.

County: Chester Spring City Defined as the area within the following boundary:

Borough of Spring City boundary.

County: Montgomery Trappe Defined as the area within the following boundary: Borough of Trappe boundary.

County: Berks Union Defined as the area within the following boundary: Union Township boundary to the north, east, and south. Bounded to the west by Main St to Shed Rd to Route 345 to the southern boundary of Union Township.

County: Montgomery Upper Frederick Defined as the area within the following boundary: Upper Frederick Township boundary.

County: Montgomery Upper Pottsgrove Defined as the area within the following boundary: Upper Pottsgrove Township boundary.

County: Montgomery Upper Providence Defined as the area within the following boundary: Upper Providence Township boundary.

County: Montgomery Upper Salford Defined as the area within the following boundary: Upper Salford Township boundary.

Limerick Generating Station L-3 KLD Engineering, P.C.

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County: Chester Upper Uwchlan Defined as the area within the following boundary: Upper Uwchlan Township boundary to the west, north, and east. Bounded by Interstate-76 to the south.

County: Chester Uwchlan Defined as the area within the following boundary: Uwchlan Township boundary to the west, north, and east. Bounded by Interstate-76 to the south.

County: Chester Warwick Defined as the area within the following boundary: Warwick Township boundary to the north, east, and south. Bounded by Route 345 to the west.

County: Berks Washington Defined as the area within the following boundary: Washington Township boundary to the south and east. Bounded by Route 100 to the west and Hoffmansville Rd to the north.

County: Chester West Pikeland Defined as the area within the following boundary: West Pikeland Township boundary to the west, north, and east. Bounded by Interstate-76 to the south.

County: Montgomery West Pottsgrove Defined as the area within the following boundary: West Pottsgrove Township boundary.

County: Chester West Vincent Defined as the area within the following boundary: West Vincent Township boundary.

Limerick Generating Station L-4 KLD Engineering, P.C.

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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 8, Region 3; a winter, midweek, midday, snow evacuation of the entire EPZ. Table M-1 presents the results of this study.

Table M-1. Evacuation Time Estimates for Trip Generation Sensitivity Study TripEvauatin Tme stim te or Etir E0 Geeato Perod 90'PretlS00S Pretl 2 Hours 15 Minutes 5:35 7:40 2 Hours 45 Minutes 5:35 7:40 3 Hours 15 Minutes (Base) 5:35 7:40 As discussed in Section 7.3, traffic congestion persists within the EPZ for more than 7 hours8.101852e-5 days <br />0.00194 hours <br />1.157407e-5 weeks <br />2.6635e-6 months <br />.

Thus, the ETE for both the 90th and 100th percentiles are not affected by the trip generation time because even if evacuees mobilize faster, ETE are dictated by the time needed to clear traffic congestion.

Limerick Generating Station M-1 KLD Engineering, P.C.

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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 8, Region 3; a winter, midweek, midday, with snow evacuation of 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 reducing the shadow evacuation to 0% reduces both the 90th and 100th percentile ETE by 10 minutes. Tripling the shadow percentage increases the ETE by 30 minutes and 40 minutes for the 90th and 100th percentiles, respectively - a significant change. Full evacuation of the Shadow Region increases the ETE by 1 hour1.157407e-5 days <br />2.777778e-4 hours <br />1.653439e-6 weeks <br />3.805e-7 months <br /> and 1 hour1.157407e-5 days <br />2.777778e-4 hours <br />1.653439e-6 weeks <br />3.805e-7 months <br /> and 25 minutes for the 9 0 th and 1 0 0 th percentiles, respectively - also a significant change.

Table M-2. Evacuation Time Estimates for Shadow Sensitivity Study 0 0 5:25 7:30 20 (Base) 29,200 5:35 7:40 60 87,600 6:05 8:20 100 146,000 6:35 9:05 Limerick Generating 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.

As per the NRC's response to the Emergency Planning Frequently Asked Question (EPFAQ) 2013-001, the ETE population sensitivity study must be conducted to determine what percentage increase in permanent resident population causes an increase in the 90th percentile ETE of 25 percent or 30 minutes, whichever is less. The sensitivity study must use the scenario with the longest 9 0 th percentile ETE (excluding the roadway impact scenario and the special event scenario if it is a 1 day per year special event).

Thus, the sensitivity study was conducted using the following parameters:

1. The percent change in population within the study area was increased by up to 13%.

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 was not considered.
3. The study was performed for the 2-Mile Region (RO1), the 5-Mile Region (R02) and the entire EPZ (R03).
4. The scenario (excluding special event and roadway impact) with the highest 9 0 th percentile ETE values was selected as the case to be considered in this sensitivity study (Scenario 8 - winter, midweek, midday with snow).

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

Those percent population changes which result in 9oth percentile ETE changes greater than 30 minutes are highlighted in red below - a 13% increase or greater in the EPZ population. Exelon will have to estimate the EPZ population on an annual basis. If the EPZ population increases by 13% or more, an updated ETE analysis will be needed.

Limerick Generating Station M-3 KLD Engineering, P.C.

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Table M-3. ETE Variation with Population Change Residnt Ppulaion hang Pouato + Bas 5% 1%3 20 Shdo Pouato 34,3 36,3 38,3 393,171 ETfor 91 Pecntl I Population Change I Region I Base 1 5% 1 10% 1 13% 1 2-MILE 2:25 2:25 2:25 2:25 5-MILE 3:30 3:40 3:45 3:45 FULL EPZ 5:35 5:45 5:55 6:05 Population Change Region Base 5% 10% 13%

2-MILE 4:45 4:50 4:50 4:50 5-MILE 5:05 5:05 5:10 5:15 FULL EPZ 7:40 7:55 8:05 8:25 M.4 Pennsylvania Turnpike Sensitivity Study According to the Pennsylvania State Plan - Annex E, Attachment B, Appendix 20 - the access ramps to/from the Pennsylvania Turnpike at Exits 312 and 320 are to be closed for the duration of the evacuation. The intent of this closure is to eliminate the potential of vehicles exiting the turnpike and traveling north into the area being evacuated.

A sensitivity study was conducted on the 2-mile region, 5-mile region, and full EPZ for a summer, midweek, midday, good weather scenario (Scenario 1) to examine the impact on ETE if these access ramps were to remain open to evacuees. As shown in Table M-4, opening these ramps to evacuees has little to no impact on ETE. The ETE for the 2 and 5-Mile Regions remains unchanged for the 9 0 th and 1 0 0 th percentiles. The ETE for an evacuation of the full EPZ decreases by 5 minutes at the 9 0 th percentile and 20 minutes at the 1 0 0 th percentile with the turnpike open - not a significant change. Although the turnpike is a high-speed, high capacity roadway, the ramps to access the turnpike are low-speed with significantly less capacity. As such, the ramps to the turnpike are congested and limit the number of vehicles that can use the turnpike to evacuate. There are alternate routes (Route 29 south near Exit 320 and Route 100 south near Exit 312) to leave the area that operate at higher capacity than the access ramps to the turnpike, which further limits the utilization of the turnpike if it is open.

Limerick Generating Station M-4 KLD Engineering, P.C.

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Table M-4. Turnpike Sensitivity Results Region Base Turnpike Open 2-MILE 1:45 1:45 5-MILE 3:10 3:10 FULL EPZ 5:10 5:05 Region Base Turnpike Open 2-MILE 3:25 3:25 5-MILE 4:20 4:20 FULL EPZ 7:25 7:05 M.5 Enhancements in Evacuation Time This appendix documents sensitivity studies on critical variables that could impact ETE.

" Reducing the trip generation time has no impact on ETE because traffic congestion persists well beyond trip generation time (Section M.1). Thus, public outreach encouraging evacuees to mobilize more quickly will not impact ETE.

  • Shadow evacuation has a significant impact on ETE (Section M.2). Public outreach could be considered to inform those people within the EPZ (and potentially beyond the EPZ) that if they are not advised to evacuate, they should not, as they may delay those who are most at risk.
  • Population growth results in more evacuating vehicles which could significantly increase ETE (Section M.3). Public outreach to inform those people within the EPZ to evacuate as a family in a single vehicle would reduce the number of evacuating vehicles and could reduce ETE or offset the impact of increased population.
  • According to the state traffic management plans, the Pennsylvania Turnpike is closed during evacuation. Opening the turnpike does not significantly decrease ETE (Section M.4).

Thus, the existing traffic management plans are adequate.

Limerick Generating Station M-5 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 Crtro Addese Comments 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, identified by name and version. Appendix C Limerick Generating Station N-1 KLD Engineering, P.C.

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in 0T AnalysisS

e. Methods used to address data uncertainties should be Yes Section 3 - avoid double counting described. Section 5, Appendix F - 5% sampling error at 95% confidence interval for telephone survey 1.2 Assumptions
a. The planning basis for the ETE includes the assumption Yes Section 2.3 - Assumption 1 that the evacuation should be ordered promptly and no Section 5.1 early protective actions have been implemented.
b. Assumptions consistent with Table 1-2, "General Yes Sections 2.2, 2.3 Assumptions," of NUREG/CR-7002 should be provided and include the basis to support their use.

1.3 Scenario Development

a. The ten scenarios in Table 1-3, Evacuation Scenarios, Yes Tables 2-1, 6-4 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 3-1, Figure 6-1 (ERPAs) should be included.
b. A table should be provided identifying the ERPAs Yes Tables 6-1 through 6-3, 7-5 through 7-7, H-considered for each ETE calculation by downwind 1 through H-3 direction in each sector.

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c. A table similar to Table 1-4, "Evacuation Areas for a Staged Yes Table 7-7 Evacuation Keyhole," of NUREG/CR-7002 should be provided and includes the complete evacuation of the 2, 5, and 10 mile areas and for the 2 mile area/5 mile keyhole evacuations.

2.0 Demand Estimation

a. Demand estimation should be developed for the four Yes Permanent residents, employees, population groups, including permanent residents of the transients - Section 3, Appendix E EPZ, transients, special facilities, and schools. Special facilities, schools - Section 8, Appendix E 2.1 Permanent Residents and Transient Population
a. The US Census should be the source of the population Yes Section 3.1 values, or another credible source should be provided.
b. Population values should be adjusted as necessary for Yes 2010 used as the base year for analysis. No growth to reflect population estimates to the year of the growth of population necessary.

ETE.

c. A sector diagram should be included, similar to Figure 2-1, Yes Figure 3-2 "Population by Sector," of NUREG/CR-7002, showing the population distribution for permanent residents.

2.1.1 Permanent Residents with Vehicles

a. The persons per vehicle value should be between l and 2 Yes 2.10 persons per vehicle-Table 1-3 or justification should be provided for other values.
b. Major employers should be listed. Yes Appendix E-Table E-4 Limerick Generating Station N-3 KLD Engineering, P.C.

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Reie R Crtei Crtro Addrsse Comment in EAnayi 2.1.2 Transient Population

a. A list of facilities which attract transient populations Yes Sections 3.3, 3.4, Appendix E should be included, and peak and average attendance for these facilities should be listed. The source of information used to develop attendance values should be provided.
b. The average population during the season should be used, Yes Tables 3-4, 3-5 and Appendix E itemize the itemized and totaled for each scenario. transient population and employee estimates. These estimates are multiplied by the scenario specific percentages provided in Table 6-5 to estimate transient population by scenario - see page 6-1.
c. The percent of permanent residents assumed to be at Yes Sections 3.3, 3.4 facilities should be estimated.
d. The number of people per vehicle should be provided. Yes Sections 3.3, 3.4 Numbers may vary by scenario, and if so, discussion on why values vary should be provided.
e. A sector diagram should be included, similar to Figure 2-1 Yes Figure 3 transients of NUREG/CR-7002, showing the population distribution Figure 3 employees for the transient population.

2.2 Transit Dependent Permanent Residents

a. The methodology used to determine the number of transit Yes Section 8.1, Table 8-1 dependent residents should be discussed.
b. Transportation resources needed to evacuate this group Yes Section 8.1, Tables 8-5, 8-10 should be quantified.
c. The county/local evacuation plans for transit dependent Yes Sections 8.1, 8.4 residents should be used in the analysis.

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d. The methodology used to determine the number of Yes Section 8.5 people with disabilities and those with access and functional needs who may need assistance and do not reside in special facilities should be provided. Data from local/county registration programs should be used in the estimate, but should not be the only set of data.
e. Capacities should be provided for all types of Yes Section 2.3 - Assumption 10 transportation resources. Bus seating capacity of 50% Sections 3.5, 8.1, 8.2, 8.3 should be used or justification should be provided for higher values.
f. An estimate of this population should be provided and Yes Table 8 transit dependents information should be provided that the existing Section 8.5 - 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 - page 8-5 ambulances, or other transport needed to support Table 8-5 evacuation should be provided and the quantification of resources should be detailed enough to assure double counting has not occurred.

2.3 Special Facility Residents

a. A list of special facilities, including the type of facility, Yes Appendix E, Tables E-1 through E list location, and average population should be provided, facilities, type, location, and population Special facility staff should be included in the total special facility population.
b. A discussion should be provided on how special facility Yes Sections 8.2, 8.3 data was obtained.

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c. The number of wheelchair and bed-bound individuals Yes Section 8.3, Table 8-4 should be provided.
d. An estimate of the number and capacity of vehicles Yes Section 8.3 needed to support the evacuation of the facility should be Tables 8-4, 8-5 provided.
e. The logistics for mobilizing specially trained staff (e.g., Yes Section 8.4 - Medical facilities only medical support or security support for prisons, jails, and Jail shelters in place other correctional facilities) should be discussed when appropriate.

2.4 Schools

a. A list of schools including name, location, student Yes Table 8-2 population, and transportation resources required to Section 8.2 support the evacuation, should be provided. The source of this information should be provided.
b. Transportation resources for elementary and middle Yes Table 8-2 schools should be based on 100% of the school capacity.
c. The estimate of high school students who will use their Yes Section 8.2 personal vehicle to evacuate should be provided and a basis for the values used should be discussed.
d. The need for return trips should be identified if necessary. Yes There are sufficient resources to evacuate schools in a single wave. However, Section 8.4 - page 8-8 and Figure 8-1 discuss the potential for a multiple wave evacuation Limerick Generating Station N-6 KLD Engineering, P.C.

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a. A complete list of special events should be provided and Yes Section 3.7 - only one event suggested by includes information on the population, estimated offsite agencies duration, and season of the event.
b. The special event that encompasses the peak transient Yes Section 3.7 population should be analyzed in the ETE.
c. The percent of permanent residents attending the event Yes Section 3.7 should be estimated.

2.5.2 Shadow Evacuation

a. A shadow evacuation of 20 percent should be included for Yes Section 2.2 - Assumption 5 areas outside the evacuation area extending to 15 miles Figure 2-1 from the NPP.

Section 3.2

b. Population estimates for the shadow evacuation in the 10 Yes Section 3.2 to 15 mile area beyond the EPZ are provided by sector. Figure 3-4 Table 3-3
c. The loading of the shadow evacuation onto the roadway Yes Section 5 - Table 5-9 network should be consistent with the trip generation time generated for the permanent resident population.

2.5.3 Background and Pass Through Traffic

a. The volume of background traffic and pass through traffic Yes Sections 3.6, 6 is based on the average daytime traffic. Values may be Table 3-6, 6-5, and 6-6 reduced for nighttime scenarios.

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

Section 3.6 Table 6 External Through Traffic footnote 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) s used to assess roadway capacity should bed Yes Section 4 discussed.J_____________j__________________ ____

3.1 Roadway Characteristics

a. A field survey of key routes within the EPZ has been Yes Section 1.3, Appendix D conducted.
b. Information should be provided describing the extent of Yes Section 1.3, Appendix D the survey, and types of information gathered and used in the analysis.
c. A table similar to that in Appendix A, "Roadway Yes Appendix K,Table K-1 Characteristics," of NUREG/CR-7002 should be provided.
d. Calculations for a representative roadway segment should Yes Section 4 be provided.

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e. A legible map of the roadway system that identifies node Yes Appendix K, Figures K-1 through K-91 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.

Limerick Generating Station N-9 KLD Engineering, P.C.

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NR Reie Crtei Crtro Adrse Commentsg in EAnayi 3.4 Adverse Weather

a. The adverse weather condition should be identified and Yes Table 2-1, Section 2.3 - Assumption 9 the effects of adverse weather on mobilization time Mobilization time - Table 2-2, Section 5.3 should be considered. (page 5-6)
b. The speed and capacity reduction factors identified in Yes Table 2 based on HCM 2010. The Table 3-1, "Weather Capacity Factors," of NUREG/CR-7002 factors provided in Table 3-1 of should be used or a basis should be provided for other NUREG/CR-7002 are from HCM 2000.

values.

c. The study identifies assumptions for snow removal on Yes Section 5.3 - page 5-9 streets and driveways, when applicable. Appendix F - Section F.2.3 - page F-8 4.0 Development of Evacuation Times 4.1 Trip Generation Time
a. The process used to develop trip generation times should Yes Section 5 be identified.
b. When telephone surveys are used, the scope of the Yes Appendix F survey, area of survey, number of participants, and statistical relevance should be provided.
c. Data obtained from telephone surveys should be Yes Appendix F summarized.
d. The trip generation time for each population group should Yes Section 5, Appendix F be developed from site specific information.

Limerick Generating Station N-10 KLD Engineering, P.C.

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NR Reie Crtei Crtro Adrese Comments 4.1.1 Permanent Residents and Transient Population

a. Permanent residents are assumed to evacuate from their Yes Section 5 discusses trip generation for homes but are not assumed to be at home at all times. households with and without returning Trip generation time includes the assumption that a commuters. Table 6-5 presents the percentage of residents will need to return home prior to percentage of households with returning evacuating. commuters and the percentage of households either without returning commuters or with no commuters.

Appendix F presents the percent households who will await the return of commuters. Section 2.3, Assumption 3

b. Discussion should be provided on the time and method Yes Section 5.4.3 used to notify transients. The trip generation time discusses any difficulties notifying persons in hard to reach areas such as on lakes or in campgrounds.
c. The trip generation time accounts for transients Yes Section 5.4.3, Figure 5-1 potentially returning to hotels prior to evacuating.
d. Effect of public transportation resources used during Yes Section 3.7 special events where a large number of transients should be expected should be considered.
e. The trip generation time for the transient population Yes Section 5, Table 5-9 should be integrated and loaded onto the transportation network with the general public.

Limerick Generating Station N-11 KLD Engineering, P.C.

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R Reie Crtei Crtro Adrse Comments 4.1.2 Transit Dependent Residents

a. If available, existing plans and bus routes should be used Yes Section 8.4 - page 8-6. Pre-established bus in the ETE analysis. If new plans should be developed with pick-up points exist and are distributed the ETE, they have been agreed upon by the responsible annually through public information - see authorities. Figures 8-2 through 8-4, Table 8-10
b. Discussion should be included on the means of evacuating Yes Section 8.4, 8.5 ambulatory and non-ambulatory residents.
c. The number, location, and availability of buses, and other Yes Section 8.4, Table 8-5 resources needed to support the demand estimation should be provided.
d. Logistical details, such as the time to obtain buses, brief Yes Section 8.4, Figure 8-1 drivers, and initiate the bus route should be provided.
e. Discussion should identify the time estimated for transit Yes Section 8.4 dependent residents to prepare and travel to a bus pickup point, and describes the expected means of travel to the pickup point.
f. The number of bus stops and time needed to load Yes Section 8.4, Tables 8-11 through 8-13 passengers should be discussed.
g. A map of bus routes should be included. Yes Figure 8-2 through 8-4
h. The trip generation time for non-ambulatory persons Yes Section 8.5 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.

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i. Information shlould be provided to supports analysis of Yes Sections 8.4, 8.!

return trips, if necessary.

Figure 8-1 Tables 8-11 through 8-13 4.1.3 Special Facilities

a. Information on evacuation logistics and mobilization times Yes Section 8.4 should be provided. Tables 8-7 through 8-9, and Tables 8-14 through 8-16
b. Discussion should be provided on the inbound and Yes Sections 8.4 outbound speeds.
c. The number of wheelchair and bed-bound individuals Yes Section 8.4 should be provided, and the logistics of evacuating these Tables 8-4, 8-14 through 8-16 residents should be discussed.
d. Time for loading of residents should be provided Yes Section 8.4
e. Information should be provided that indicates whether the Yes Section 8.4 evacuation can be completed in a single trip or if additional trips should be needed.
f. If return trips should be needed, the destination of Yes Section 8.4 vehicles should be provided.
g. Discussion should be provided on whether special facility Yes Section 8.4 residents are expected to pass through the reception center prior to being evacuated to their final destination.

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h. Supporting information should be provided to quantify the Yes Section 8.4 time elements for the return trips.

Tables 8-7 through 8-9 and Tables 8-14 through 8-16 4.1.4 Schools

a. Information on evacuation logistics and mobilization time Yes Section 8.4 should be provided.
b. Discussion should be provided on the inbound and Yes School bus routes are presented in Table outbound speeds. 8-7.

School bus speeds are presented in Tables 8-7 (good weather), 8-8 (rain) and 8-9 (snow).

Section 8.4 discusses inbound and outbound speeds

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 8-5 evacuation can be completed in a single trip or if Table 8-5 additional trips are needed.
e. If return trips are needed, the destination of school buses Yes Return trips are not needed. Sufficient should be provided, resources to evacuate in single wave -

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f. If used, reception centers should be identified. Discussion Yes Table 8-3. Students are evacuated to should be provided on whether students are expected to receiving schools where they will be picked pass through the reception center prior to being up by parents or guardians.

evacuated to their final destination.

g. Supporting information should be provided to quantify the Yes Return trips are not needed. Tables 8-7 time elements for the return trips, through 8-9 provide time needed to arrive at host school, which could be used to compute a second wave evacuation if necessary 4.2 ETE Modeling
a. General information about the model should be provided Yes DYNEV II (Ver. 4.0.17.0). Section 1.3, Table and demonstrates its use in ETE studies. 1-3, Appendix B, Appendix C.
b. If a traffic simulation model is not used to conduct the ETE No Not applicable as a traffic simulation calculation, sufficient detail should be provided to validate model was used.

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

4.2.1 Traffic Simulation Model Input

a. Traffic simulation model assumptions and a representative Yes Appendices B and C describe the set of model inputs should be provided, simulation model assumptions and algorithms Table J model inputs Limerick Generating Station N-15 KLD Engineering, P.C.

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b. A glossary of terms should be provided for the key Yes Appendix A performance measures and parameters used in the Tables C-1, C-2 analysis.

4.2.2 Traffic Simulation Model Output

a. A discussion regarding whether the traffic simulation Yes Appendix B model used must be in equilibration prior to calculating the ETE should be provided.
b. The minimum following model outputs should be provided Yes 1. Table J-5.

to support review: 2. Table J-3.

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

node. 4. Table J-3.

2. Network wide average travel time. 5. Figures J-1 through J-14 (one plot
3. Longest queue length for the 10 intersections with the for each scenario considered).

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

4. Total vehicles exiting the network. speed also provided in Table J-3.
5. A plot that provides both the mobilization curve and evacuation curve identifying the cumulative percentage of evacuees who have mobilized and exited the EPZ.
6. Average speed for each major evacuation route that exits the EPZ.
c. Color coded roadway maps should be provided for various Yes Figures 7-3 through 7-9 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.

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4.3 Evacuation Time Estimates for the General Public

a. The ETE should include the time to evacuate 90% and Yes Tables 7-1, 7-2 100% of the total permanent resident and transient population
b. The ETE for 100% of the general public should include all Yes Section 5.4 - truncating survey data to members of the general public. Any reductions or eliminate statistical outliers truncated data should be explained. Table 7 1 0 0 th percentile ETE for general public
c. Tables should be provided for the 90 and 100 percent ETEs Yes Tables 7-3, 7-4 similar to Table 4-3, "ETEs for Staged Evacuation Keyhole,"

of NUREG/CR-7002.

d. ETEs should be provided for the 100 percent evacuation of Yes Section 8.4 special facilities, transit dependent, and school Tables 8-7 through 8-9 populations.

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

a. Information that responsible authorities have approved Yes Section 9, Appendix G the traffic control plan used in the analysis should be provided.
b. A discussion of adjustments or additions to the traffic Yes Section 9, 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, Section M.5 time should be provided.

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b. A statement or discussion regarding presentation of Yes The local authorities were engaged in the enhancements to local authorities should be provided. ETE development and informed of the study results. In particular, sensitivity study information was provided to show potential impacts of selected ETE variables.

5.3 State and Local Review

a. A list of agencies contacted and the extent of interaction Yes Table 1-1 with these agencies should be discussed.
b. Information should be provided on any unresolved issues Yes There are no outstanding issues that may affect the ETE.

5.4 Reviews and Updates

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

5.5 Reception Centers and Congregate Care Center

a. A map of congregate care centers and reception centers Yes Figure 10-1 through 10-4 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 Congregate care centers are not are left at the reception center and are taken by separate considered -Section 10 buses to the congregate care center.

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Technical Reviewer Date Reviewer Technicai Supervisory Review Date Limerick Generating Station N-19 KLD Engineering, P.C.

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