L-12-441, Kld TR-481, Rev. 2, Perry Nuclear Power Plant Development of Evacuation Time Estimates, Part 6 of 6

Kld TR-481, Rev. 2, Perry Nuclear Power Plant Development of Evacuation Time Estimates, Part 6 of 6

ML13007A125
Person / Time
Site:	Perry
Issue date:	10/31/2012
From:	KLD Engineering, PC
To:	Office of Nuclear Reactor Regulation
References
L-12-441 KLD TR-481, Rev 2
Download: ML13007A125 (70)

Text

720 438 435 SR 45 Collector 5703 1

12 4

1700 50 4

721 439 94 SR 84 Collector 1397 1

12 4

1700 55 4

722 439 8094 SR 84 Collector 565 1

12 4

1700 35 4

723 440 78 SR 45 Collector 1355 1

12 4

1700 50 4

724 440 441 SR 45 Collector 462 1

12 4

1700 40 4

725 441 94 SR 45 Collector 3602 1

12 4

1700 50 4

726 441 440 SR 45 Collector 462 1

12 4

1700 40 4

Exit Link 442 78 US-20 Collector 1132 1

12 4

1700 50 4

727 442 443 US-20 Minor Arterial 4206 2

12 4

1900 50 4

Exit Link 443 77 US-20 Minor Arterial 2930 2

12 4

1900 50 3

728 443 442 US-20 Minor Arterial 4206 2

12 4

1900 50 4

729 443 444 Depot Rd Collector 3881 1

12 4

1700 50 4

730 444 91 SR 84 Collector 823 1

12 4

1700 45 9

731 444 92 SR 84 Collector 960 1

12 4

1700 40 9

732 444 443 Depot Rd Collector 3881 1

12 4

1700 40 4

733 445 73 US-20 Collector 1510 1

12 4

1575 35 8

734 445 74 US-20 Collector 2285 1

12 4

1575 35 8

735 446 445 Centennial St Collector 2604 1

12 4

1575 35 8

736 447 2

US-20 Local Roadway 489 1

12 4

1575 35 8

737 447 73 US-20 Local Roadway 1153 1

12 4

1575 35 8

738 448 447 S Forest St Local Roadway 468 1

12 4

1125 25 8

739 449 31 Park St Local Roadway 669 1

12 4

1125 25 8

740 449 450 S Eagle St Local Roadway 222 1

12 4

1125 25 8

741 450 2

US-20 Local Roadway 865 1

12 4

1575 35 8

Perry Nuclear Power Plant Evacuation Time Estimate K-71 KLD Engineering, P.C.

Rev. 2

Exit Link 451 450 N Eagle St Local Roadway 1233 1

12 4

1125 25 8

743 452 124 US-20 Collector 2487 1

12 4

1700 40 8

744 452 450 US-20 Collector 1984 1

12 4

1700 40 8

745 453 452 Lockwood St Local Roadway 1785 1

12 4

1125 25 8

746 454 456 US-20 Minor Arterial 720 2

12 4

1900 35 6

Exit Link 454 458 US-20 Minor Arterial 3266 2

12 4

1900 50 6

747 455 454 Derubertis Dr Local Roadway 832 1

12 4

1125 25 6

748 456 102 US-20 Minor Arterial 828 2

12 4

1900 35 7

749 456 454 US-20 Minor Arterial 720 2

12 4

1900 35 6

Exit Link 457 456 Food Strip Driveway Local Roadway 501 1

12 4

1125 25 7

750 458 118 US-20 Minor Arterial 2229 2

12 4

1900 50 6

751 458 454 US-20 Minor Arterial 3266 2

12 4

1900 50 6

752 458 459 Burns Rd Collector 5216 1

12 4

1575 35 6

753 459 251 CR 22 Collector 2364 1

12 4

1575 35 6

754 459 458 Burns Rd Collector 5216 1

12 4

1575 35 6

755 460 118 US-20 Minor Arterial 6103 2

12 4

1900 50 6

756 460 165 US-20 Minor Arterial 2817 2

12 4

1900 50 6

757 460 986 CR 17 Collector 3986 1

12 4

1714 40 6

758 461 460 CR 17 Collector 5927 1

12 4

1700 45 6

759 462 461 CR 17 Collector 3204 1

12 4

1700 45 6

760 462 985 CR 26 Collector 2770 1

12 4

1714 40 6

761 463 165 CR 19 Collector 6911 1

12 4

1700 40 6

Perry Nuclear Power Plant K-72 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 2

762 463 461 CR 24 Collector 2812 1

24 1700 406 763 464 229 Lane Rd Collector 604 1

12 4

1700 40 5

764 465 464 Lane Rd Collector 1560 1

12 4

1700 40 5

765 466 233 US-20 Minor Arterial 2314 2

12 4

1900 50 15 766 467 233 Hale Rd Collector 252 1

12 4

1700 40 15 767 468 260 Lane Rd Collector 7956 1

12 4

1700 40 15 768 468 467 Hale Rd Collector 6270 1

12 4

1700 40 15 769 469 234 CR 305 Collector 1264 1

12 4

1700 45 15 770 470 294 US-20 Minor Arterial 1383 2

12 4

1900 45 15 771 470 471 US-20 Minor Arterial 329 2

12 4

1900 40 15 772 471 295 US-20 Minor Arterial 1492 2

12 4

1900 40 15 773 471 470 US-20 Minor Arterial 325 2

12 4

1900 40 15 774 472 296 US-20 Local Roadway 536 1

12 4

1350 30 15 775 472 297 US-20 Collector 2369 1

12 4

1575 35 15 776 473 297 US-20 Collector 926 1

12 4

1575 35 14 777 473 298 US-20 Local Roadway 249 1

12 4

1125 25 14 778 474 299 N State St Local Roadway 220 1

12 4

1125 25 14 779 474 588 E Jackson St Local Roadway 600 1

12 4

1125 25 14 780 475 299 US-20 Local Roadway 575 1

12 4

1125 25 14 781 475 302 US-20 Local Roadway 1228 1

12 4

1125 25 14 782 475 476 N Saint Clair St Local Roadway 1013 1

12 4

1125 25 14 783 476 475 N Saint Clair St Local Roadway 1013 1

12 4

1125 25 14 784 476 799 Main St Local Roadway 323 1

12 4

675 15 14 785 477 302 SR 535 Minor Arterial 542 2

12 4

1900 25 14 786 477 479 W Jackson St Local Roadway 615 1

12 4

1125 25 14 K-73 KLD Engineering, P.C.

Perry Nuclear Power Plant Evacuation Time Estimate K-73 KLD Engineering, P.C.

Rev. 2

787 477 588 E Jackson St Local Roadway 1456 1

24 1125 25 14 788 477 801 SR 535 Minor Arterial 1241 2

12 4

1900 35 14 789 478 302 US-20 Local Roadway 811 1

12 4

1125 25 14 790 478 303 US-20 Collector 333 1

12 4

1575 35 14 791 478 479 Watson St Collector 510 1

12 4

1700 40 14 792 479 478 Watson St Local Roadway 510 1

12 4

1125 25 14 793 479 586 W Jackson St Local Roadway 615 1

12 4

1125 25 14 794 480 303 US-20 Collector 1528 1

12 4

1575 35 14 795 480 304 US-20 Local Roadway 1934 1

12 4

1125 25 14 796 481 480 W Washington St Local Roadway 211 1

12 4

1125 25 14 797 482 848 Gillett St Local Roadway 927 1

12 4

1125 25 14 798 482 849 Gillett St Local Roadway 1252 1

12 4

1125 25 14 799 483 304 W Walnut St Local Roadway 814 1

12 4

1125 25 14 800 483 589 W Jackson St Collector 1654 1

12 4

1575 35 14 801 484 305 Chestnut St Local Roadway 542 1

12 4

1125 25 14 802 485 306 US-20 Minor Arterial 362 2

12 4

1900 35 14 803 485 487 US-20 Minor Arterial 541 2

12 4

1900 35 14 SR 20 on-ramp from 804 486 485 SR 44 Collector 887 1

12 4

1700 40 14 805 486 493 W Jackson St Collector 3578 1

12 4

1575 35 14 806 487 485 US-20 Minor Arterial 541 2

12 4

1900 35 14 807 487 488 US-20 Minor Arterial 136 2

12 4

1900 30 14 808 488 487 US-20 Minor Arterial 1 136 1

2 1 12 4

1900 30 14 809 488 489 US-20 Minor Arterial 406 2

12 4

1900 35 14 810 489 488 US-20 Minor Arterial 406 2

12 4

1900 35 14 811 489 492 US-20 Minor Arterial 2343 2

12 4

1900 35 14 Perry Nuclear Power Plant K-74 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 2

Up Don urto Fre Grid0*

0 812 490 489 Fairgrounds Rd Collector 444 1

12 4

1575 35 14 813 491 490 Fairgrounds Rd Collector 1790 1

12 4

1575 35 24 814 491 694 Fairgrounds Rd Local Roadway 3733 1

12 4

1125 25 24 815 492 489 US-20 Minor Arterial 2343 2

12 4

1900 35 24 816 492 493 Palmer Ave Collector 1331 1

12 4

1575 35 24 817 492 494 US-20 Minor Arterial 439 2

12 4

1900 35 24 818 493 492 Palmer Ave Collector 1331 1

12 4

1575 35 24 819 493 499 W Jackson St Collector 2140 1

12 4

1575 35 24 820 494 492 US-20 Minor Arterial 439 2

12 4

1900 35 24 821 494 495 US-20 Minor Arterial 1712 2

12 4

1900 35 24 822 495 494 US-20 Minor Arterial 1712 2

12 4

1900 35 24 823 495 498 US-20 Minor Arterial 1323 2

12 4

1900 35 24 824 495 499 Nye Rd Collector 2000 1

12 4

1575 35 24 825 496 494 Normandy Dr Collector 1014 1

12 4

1575 35 24 826 497 496 Normandy Dr Collector 712 1

12 4

1575 35 24 827 498 495 US-20 Minor Arterial 1323 2

12 4

1900 35 24 828 498 500 US-20 Minor Arterial 3909 2

12 4

1900 35 24 829 499 333 W Jackson St Collector 2638 1

12 4

1575 35 24 830 499 495 Nye Rd Collector 2000 1

12 4

1575 35 24 831 500 338 US-20 Minor Arterial 1261 2

12 4

1900 35 24 832 500 498 US-20 Minor Arterial 3909 2

12 4

1900 35 24 833 501 498 Stratfort Rd Collector 463 1

12 4

1575 35 24 834 502 501 Fairfield Rd Collector 398 1

12 4

1575 35 24 3

13 50Shopping Center

[

111 1

835 L503]

500 IDriveway jiocal Roadway L33311 121 11251251 24 Perry Nuclear Power Plant K-75 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 2

SS*

• e.OSat-s-

Up Don uration Free Grid ua JOnnyaI Ke Ridge Rd 836 504 338 Collector 1049 1

12 4

1700 40 24 Old Johnnycake 837 505 504 Ridge Rd Collector 659 1

12 4

1700 40 24 838 506 336 US-20 Minor Arterial 1208 2

12 4

1900 35 24 839 506 338 US-20 Minor Arterial 1039 2

12 4

1900 35 24 840 507 506 Wayside Dr Collector 776 1

12 4

1900 35 24 Shopping Mall 841 508 319 Driveway Collector 2395 1

12 4

1575 35 13 Heisley Rd off-ramp 842 509 184 to SR 2 Freeway Ramp 1471 1

12 4

1700 40 13 843 509 319 Heisley Rd Minor Arterial 531 2

12 4

1900 45 13 844 509 510 Heisley Rd Minor Arterial 1154 1

12 4

1700 45 13 SR 2 on-ramp from 845 510 185 Heisley Rd Freeway Ramp 1530 1

12 4

1700 40 13 846 510 509 Heisley Rd Minor Arterial 1154 2

12 4

1900 45 13 847 511 510 SR 44 Minor Arterial 2113 2

12 4

1900 50 13 848 512 511 SR 44 Minor Arterial 1415 2

12 4

1900 50 13 SR 283 on-ramp from 849 512 515 SR 44 Collector 733 1

12 4

1700 40 13 850 513 512 SR 44 Minor Arterial 960 2

12 4

1900 60 13 SR 44 off-ramp to SR 851 513 514 283 Collector 751 1

12 4

1700 40 13 SR 283 off-ramp to 852 514 512 SR 44 Collector 356 1

12 4

1700 40 13 853 514 515 SR 283 Collector 647 1

12 4

1700 40 13 854 514 569 SR 283 Collector 1534 1

12 4

1575 35 13 Perry Nuclear Power Plant Evacuation Time Estimate K-76 KLD Engineering, P.C.

Rev. 2

Stea Stea Legt Nof Ln Shole Flo Flo Map 855 515 562 SR 283 Collector 547 1

24 1700 4013 856 516 513 SR 44 Minor Arterial 2737 2

12 4

1900 60 13 857 517 516 SR 44 Minor Arterial 789 2

12 4

1900 60 11 858 518 517 SR 44 Minor Arterial 4854 2

12 4

1900 60 11 859 518 521 Headlands Rd Local Roadway 593 1

12 4

1350 30 11 860 519 518 Williams St Minor Arterial 889 2

12 4

900 20 11 861 520 519 Williams St Minor Arterial 1340 2

12 4

900 20 11 862 521 518 Headlands Rd Local Roadway 593 1

12 4

1350 30 11 863 521 522 Headlands Rd Local Roadway 523 1

12 4

1125 25 11 864 522 521 Headlands Rd Local Roadway 526 1

12 4

1125 25 11 865 522 523 Headlands Rd Local Roadway 1313 1

12 4

1350 30 11 866 523 522 Headlands Rd Local Roadway 1313 1

12 4

1350 30 11 867 523 524 Jordan Dr Local Roadway 783 1

12 4

1350 30 11 868 524 523 Jordan Dr Local Roadway 783 1

12 4

1350 30 11 869 524 525 Jordan Dr Local Roadway 376 1

12 4

1350 30 11 870 525 524 Jordan Dr Local Roadway 379 1

12 4

1350 30 11 871 525 526 Jordan Dr Local Roadway 3252 1

12 4

1350 30 11 872 526 525 Jordan Dr Local Roadway 3252 1

12 4

1350 30 11 873 526 527 Jordan Dr Local Roadway 947 1

12 4

1350 30 11 874 527 526 Jordan Dr Local Roadway 947 1

12 4

1350 30 11 875 527 528 Corduroy Rd Local Roadway 1623 1

12 4

1350 30 11 876 528 527 Corduroy Rd Local Roadway 1623 1

12 4

1350 30 11 877 528 529 Corduroy Rd Local Roadway 1207 1

12 4

1350 30 13 878 529 528 Corduroy Rd Local Roadway 1207 1

12 4

1350 30 13 879 529 530 Corduroy Rd Local Roadway 996 1

12 4

1350 30 13 Perry Nuclear Power Plant K-77 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 2

Up Don urto Fre GridS Strea Strea Lengt No o.f Lane Shole Flo Flo Map 880 530 531 Corduroy Rd Local Roadway 1722 1

12 4

1350 30 13 881 531 532 Corduroy Rd Local Roadway 1550 1

12 4

1350 30 13 882 532 570 SR 283 Collector 562 1

12 4

1700 40 13 883 532 571 SR 283 Collector 1402 1

12 4

1575 35 13 884 533 528 Maiden Ln Local Roadway 2701 1

12 4

1125 25 11 885 534 529 Garden Ln Local Roadway 2734 1

12 4

1125 25 11 886 535 536 Water St Local Roadway 1141 1

12 4

1350 30 11 887 536 734 Water St Local Roadway 734 1

12 4

1350 30 11 888 537 538 Water St Collector 1474 1

12 4

1575 35 11 889 538 539 Water St Collector 587 1

12 4

1575 35 11 890 539 946 High St Collector 1613 1

12 4

1575 35 11 891 540 729 SR 535 Collector 2781 1

12 4

1700 40 14 892 541 540 SR 535 Collector 1281 1

12 4

1700 40 12 893 542 541 SR 535 Collector 3485 1

12 4

1700 40 12 894 543 542 East St Local Roadway 2249 1

12 4

1125 25 12 895 545 542 6th St Local Roadway 2018 1

12 4

1125 25 12 896 546 547 SR 535 Collector 907 1

12 4

1700 40 15 897 546 739 SR 535 Collector 1900 1

12 4

1700 40 15 898 547 548 SR 535 Collector 859 1

12 4

1700 40 12 899 548 736 SR 535 Local Roadway 245 1

12 4

1350 30 12 900 549 550 SR 535 Collector 594 1

12 4

1575 35 12 901 550 735 SR 535 Collector 5437 1

12 4

1700 45 12 902 551 552 SR 535 Collector 1886 1

12 4

1700 45 12 903 552 542 SR 535 Local Roadway 320 1

12 4

1125 25 12 904 553 738 Hardy Rd Collector 1356 1

12 4

1700 40 15 Perry Nuclear Power Plant Evacuation Time Estimate K-78 KLD Engineering, P.C.

Rev. 2

Stea Stea Le o

fLn Shole Flo Flw a

905 554 553 Hardy Rd Local Roadway 1977 1

12 4

1125 25 15 906 555 556 SR 535 Local Roadway 570 1

12 4

1350 30 15 907 556 740 SR 535 Collector 300 1

12 4

1700 40 15 908 557 300 SR 535 Collector 858 1

12 4

1700 40 15 909 558 469 CR 305 Collector 3095 1

12 4

1700 45 15 910 559 742 Bacon Rd Local Roadway 133 1

12 4

900 20 5

911 560 559 Bacon Rd Local Roadway 1738 1

12 4

1125 25 5

912 561 559 Lake Rd Local Roadway 3070 1

12 4

1125 25 5

913 562 728 SR 283 Collector 2591 1

12 4

1700 40 13 914 563 564 SR 283 Local Roadway 1154 1

12 4

1350 30 11 915 564 565 SR 283 Local Roadway 674 1

12 4

1350 30 14 916 565 566 SR 283 Local Roadway 410 1

12 4

1350 30 14 917 566 567 SR 283 Collector 2326 1

12 4

1700 40 14 918 567 568 SR 283 Collector 802 1

12 4

1700 40 14 919 568 593 SR 535 Minor Arterial 347 2

12 4

1900 40 14 920 569 514 SR 283 Collector 1534 1

12 4

1700 40 13 921 569 570 SR 283 Collector 1526 1

12 4

1700 40 13 922 570 532 SR 283 Collector 562 1

12 4

1575 35 13 923 570 569 SR 283 Collector 1526 1

12 4

1575 35 13 924 571 572 SR 283 Collector 825 1

12 4

1575 35 13 925 572 573 SR 283 Collector 748 1

12 4

1575 35 13 926 573 574 SR 283 Collector 877 1

12 4

1575 35 13 927 574 575 SR 283 Collector 1167 1

12 4

1575 35 13 928 575 576 SR 283 Collector 3988 1

12 4

1575 35 10 929 576 577 SR 283 Collector 1144 1

12 4

1575 35 10 Perry Nuclear Power Plant K-79 Evacuation Time Estimate KLD Engineering, P.C.

Rev. 2

930 577 578 SR 283 Collector 1157 1

24 1575 3510 931 578 579 SR 283 Collector 756 1

12 4

1575 35 10 932 578 855 Hopkins Rd Collector 3689 1

12 4

1575 35 10 933 579 580 SR 283 Collector 840 1

12 4

1575 35 10 934 580 581 SR 283 Collector 850 1

12 4

1575 35 10 935 581 582 SR 283 Collector 2946 1

12 4

1575 35 10 936 582 583 Andrews Rd Collector 820 1

12 4

1575 35 10 937 583 584 Andrews Rd Collector 1620 1

12 4

1575 35 10 938 584 585 Andrews Rd Local Roadway 2869 1

12 4

1350 30 10 939 585 668 SR 283 Local Roadway 411 1

12 4

1350 30 10 940 586 483 W Jackson St Collector 3197 1

12 4

1575 35 14 941 586 802 Jefferson St Local Roadway 1470 1

12 4

1125 25 14 SR 44 on-ramp from 942 587 198 W Jackson St Collector 923 1

12 4

1700 40 14 943 587 486 W Jackson St Collector 365 1

12 4

1575 35 14 944 588 474 E Jackson St Local Roadway 600 1

12 4

1125 25 14 945 588 477 E Jackson St Local Roadway 1456 1

12 4

1125 25 14 946 589 587 W Jackson St Collector 1950 1

12 4

1575 35 14 947 590 589 Newell St Collector 2081 1

12 4

1575 35 14 948 591 566 Newell St Collector 4782 1

12 4

1700 40 14 949 591 590 Newell St Collector 1013 1

12 4

1575 35 14 950 592 591 Freedom Rd Local Roadway 3445 1

12 4

1125 25 13 951 593 594 SR 535 Minor Arterial 196 2

12 4

1900 40 14 SR 535 off-ramp to 952 593 597 SR 2 Freeway Ramp 529 1

12 4

1700 40 14 953 594 596 SR 535 Minor Arterial 898 2

12 4

1900 40 14 K-SO KLD Engineering, P.C.

Perry Nuclear Power Plant Evacuation Time Estimate K-80 KLD Engineering, P.C.

Rev. 2

954 594 597 SR 2 Freeway Ramp 608 1

24 1125 2514 955 595 179 SR 2 Freeway 1913 2

12 8

2250 55 14 956 595 180 SR 2 Freeway 616 2

12 8

2250 55 14 SR 2 off-ramp to SR 957 595 597 535 Freeway Ramp 753 1

12 4

1700 40 14 958 596 594 SR 535 Minor Arterial 898 2

12 4

1900 40 14 959 596 730 SR 535 Minor Arterial 276 2

12 4

1900 40 14 SR 2 on-ramp from 960 597 180 SR 535 Freeway Ramp 484 1

12 4

1125 25 14 SR 535 on-ramp from 961 597 593 SR 2 Freeway Ramp 529 1

12 4

1700 40 14 962 598 615 Jackson St Collector 1695 1

12 4

1575 35 24 963 598 657 Hopkins Rd Collector 1354 1

12 4

1575 35 24 964 599 339 US-20 Minor Arterial 1614 2

12 4

1900 35 24 965 599 600 US-20 Minor Arterial 1279 2

12 4

1900 35 24 966 599 658 Hopkins Rd Collector 4030 1

12 4

1575 35 24 967 600 599 US-20 Minor Arterial 1279 2

12 4

1900 35 24 968 600 601 US-20 Minor Arterial 730 2

12 4

1900 35 24 969 601 600 US-20 Minor Arterial 730 2

12 4

1900 35 24 970 601 602 US-20 Minor Arterial 1140 2

12 4

1900 35 21 971 602 601 US-20 Minor Arterial 1140 2

12 4

1900 35 21 972 602 603 US-20 Minor Arterial 1622 2

12 4

1900 35 21 973 602 610 Little Mountain Rd Collector 1985 1

12 4

1575 35 21 974 603 602 US-20 Minor Arterial 1622 2

12 4

1900 35 21 975 603 604 US-20 Minor Arterial 897 2

12 4

1900 35 23 Perry Nuclear Power Plant Evacuation Time Estimate K-81 KLD Engineering, P.C.

Rev. 2

977 604 796 US-20 Minor Arterial 135 2

24 1900 35 23 978 605 606 US-20 Minor Arterial 1035 2

12 4

1900 35 23 979 605 796 US-20 Minor Arterial 393 2

12 4

1900 35 23 980 606 605 US-20 Minor Arterial 1035 2

12 4

1900 35 23 981 606 622 US-20 Minor Arterial 2182 2

12 4

1900 35 23 982 606 645 SR 615 Minor Arterial 998 2

12 4

1900 35 23 983 606 659 SR 615 Minor Arterial 2693 2

12 4

1900 40 23 984 607 600 Shady Ln Collector 576 1

12 4

1575 35 24 Shopping Mall 985 608 601 Driveway Collector 308 1

12 4

1575 35 21 986 609 602 Jackson St Collector 2972 1

12 4

1575 35 21 987 609 616 Station St Local Roadway 2286 1

12 4

1350 30 21 988 610 611 Little Mountain Rd Collector 368 1

12 4

1575 35 23 989 611 612 Little Mountain Rd Collector 1934 1

12 4

1575 35 23 990 612 613 Little Mountain Rd Collector 658 1

12 4

1575 35 23 991 613 342 SR 84 Collector 1689 1

12 4

1575 35 23 992 614 345 Little Mountain Rd Collector 842 1

12 4

1575 35 23 993 615 609 Jackson St Collector 1231 1

12 4

1575 35 21 994 616 603 Maple St Collector 3676 1

12 4

1575 35 21 995 616 619 Station St Local Roadway 285 1

12 4

1350 30 21 996 617 620 Hart St Local Roadway 466 1

12 4

1125 25 21 997 617 867 Hart St Collector 1891 1

12 4

1575 35 21 998 618 617 Hart St Local Roadway 1263 1

12 4

1125 25 21 999 619 618 Station St Local Roadway 544 1

12 4

1350 30 21 1000 620 644 1SR 615

[Minor Arterial 2314 2

12 4

1900 1 35 21 Perry Nuclear Power Plant K-82 Evacuation Time Estimate KLD Engineering, P.C.

Rev. 2

1001 168 167 US-20 Minor Arterial 1254 2

24 1900 506 1002 168 169 US-20 Minor Arterial 2177 2

12 4

1900 50 5

1003 169 168 US-20 Minor Arterial 2177 2

12 4

1900 50 5

1004 169 170 US-20 Minor Arterial 793 2

12 4

1900 50 5

1005 170 169 US-20 Minor Arterial 793 2

12 4

1900 50 5

1006 170 242 CR 115 Collector 657 1

12 4

1575 35 5

1007 170 243 US-20 Minor Arterial 1358 2

12 4

1900 50 5

1008 171 170 Center Rd Collector 4759 1

12 4

1700 40 5

1009 171 172 Parmly Rd Collector 2368 1

12 4

1575 35 5

1010 172 168 Parmly Rd Collector 1548 1

12 4

1575 35 6

1011 173 171 Center Rd Collector 879 1

12 4

1575 35 5

1012 174 175 SR 2 Freeway 4610 2

12 4

2250 55 15 1013 174 235 SR 2 Freeway 1541 2

12 4

2250 55 15 1014 175 174 SR 2 Freeway 4610 2

12 4

2250 55 15 1015 175 176 SR 2 Freeway 1868 2

12 4

2250 55 15 1016 176 175 SR 2 Freeway 1868 2

12 4

2250 55 15 1017 176 177 SR 2 Freeway 1447 2

12 4

2250 55 15 1018 177 176 SR 2 Freeway 1447 2

12 4

2250 55 15 1019 177 178 SR 2 Freeway 4620 2

12 4

2250 55 15 1020 178 177 SR 2 Freeway 4620 2

12 4

2250 55 15 1021 178 179 SR 2 Freeway 2701 2

12 4

2250 55 12 1022 179 178 SR 2 Freeway 2685 2

12 4

2250 55 12 1023 179 595 SR 2 Freeway 1913 2

12 4

2250 55 14 1024 180 181 SR 2 Freeway 1666 2

12 4

2250 55 14 1025 180 595 SR 2 Freeway 616 2

12 4

2250 55 14 Perry Nuclear Power Plant K-83 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 2

Stea Stea Legt 0No.

of Lan Shudr Fow Foa 1026 181 180 SR 2 Freeway 1668 2

12 4

2250 55 14 1027 219 826 SR 44 Collector 1054 1

12 4

1575 35 32 1028 219 828 Cherry Ave Local Roadway 871 1

12 4

1575 35 32 1029 220 223 SR 44 Local Roadway 917 1

12 4

1575 35 32 1030 222 829 US-6 Collector 2120 1

12 4

1575 35 32 1031 222 975 Township Hwy 73 Minor Arterial 978 1

12 4

1575 35 32 1032 282 307 E Walnut St Collector 1818 1

12 4

1575 35 14 1033 659 625 SR 84 Collector 3392 1

12 4

1700 40 23 1034 659 660 SR 61S Minor Arterial 3390 2

12 4

1900 45 23 1035 660 351 SR 615 Minor Arterial 600 2

12 4

1900 45 23 1036 660 659 SR 615 Minor Arterial 3390 2

12 4

1900 40 23 Great Lakes Mall 1037 661 635 Driveway Local Roadway 187 1

12 4

1125 25 23 Great Lakes Mall 1038 661 662 Driveway Local Roadway 1023 1

12 4

1125 20 23 1039 662 663 SR 84 Collector 511 1

12 4

1700 40 23 1040 663 9S0 SIR 84 Local Roadway 5445 1

12 4

1350 30 23 1041 664 8664 SR 84 Collector 719 1

12 4

1700 40 22 1042 665 662 SR 84 Collector 1973 1

12 4

1700 40 23 1043 667 585 SR 615 Local Roadway 3768 1

12 4

1350 30 10 1044 668 669 SR 283 Collector 1222 1

12 4

1530 30 10 1045 669 670 SIR 283 Collector 1458 1

12 4

1575 35 20 1046 670 671 SR 283 Collector 1607 1

12 4

1575 35 20 1047 671 674 SR 283 Collector 858 1

12 4

1575 35 20 1048 671 684 SR 306 Collector 5135 1

12 4

1700O 40 20 1049 672 668 Meadowbrook Dr Lo17cal Roadway 2065 1

12 4

1125 25 10 Perry Nuclear Power Plant K-84 Evacuation Time Estimate KLD Engineering, P.C.

Rev. 2

1050 673 669 Plaza Blvd Local Roadway 527 1

12 4

1125 25 20 1051 674 676 SR 283 Collector 2275 1

12 4

1575 35 20 1052 675 677 SR 283 Collector 1218 1

12 4

1575 35 20 1053 676 675 SR 283 Collector 601 1

12 4

1575 35 20 1054 677 678 SR 283 Collector 1338 1

12 4

1575 35 20 1055 678 679 SR 283 Collector 764 1

12 4

1575 35 20 Exit Link 678 859 Lost Nation Rd Collector 1582 1

12 4

1575 35 20 1056 679 8679 SR 283 Collector 676 1

12 4

1700 40 20 Lost Nation Rd 1057 680 677 Cemetery Local Roadway 502 1

12 4

1125 25 20 1058 681 675 Tioga Trail Local Roadway 2426 1

12 4

1125 25 20 1059 682 674 Campbell Rd Local Roadway 3216 1

12 4

1125 25 10 1060 683 671 SR 306 Collector 4052 1

12 4

1575 35 10 1061 684 685 SR 306 Collector 3062 1

12 4

1700 40 20 1062 684 851 Bellflower Rd Collector 5919 1

12 4

1575 35 21 1063 685 862 SR 306 Collector 309 1

12 4

1700 40 20 1064 686 865 SR 306 Minor Arterial 849 2

12 4

1900 40 22 SR 2 on-ramp from 1065 687 194 SR 306 Freeway Ramp 1363 1

12 4

1700 40 22 1066 687 688 SR 306 Minor Arterial 1086 2

12 4

1900 40 22 1067 688 687 SR 306 Minor Arterial 1086 1

12 4

1700 40 22 1068 688 947 SR 306 Minor Arterial 1931 2

12 4

1900 40 22 1069 689 8689 SR 306 Collector 601 1

12 4

1700 40 30 Old Johnnycake 1070 690 505 Ridge Rd Collector 1376 1

12 4

1700 40 24 Perry Nuclear Power Plant Evacuation Time Estimate K-85 KLD Engineering, P.C.

Rev. 2

Up Don uration Fre Gri Old Johnnycake 1071 691 690 Ridge Rd Collector 636 1

12 4

1700 40 24 1072 691 692 SR 84 Collector 2124 1

12 4

1700 40 24 1073 691 695 SR 84 Collector 1331 1

12 4

1700 40 24 1074 692 691 SR 84 Collector 2123 1

12 4

1700 40 24 1075 692 693 SR 84 Collector 1829 1

12 4

1700 40 24 1076 693 692 SR 84 Collector 1829 1

12 4

1700 40 24 1077 693 694 SR 84 Collector 1840 1

12 4

1700 40 24 1078 694 318 SR 84 Collector 3030 1

12 4

1700 40 24 1079 694 491 Fairgrounds Rd Local Roadway 3732 1

12 4

1125 25 24 1080 694 693 SR 84 Collector 1840 1

12 4

1700 40 24 1081 695 691 SR 84 Collector 1331 1

12 4

1700 40 24 1082 695 696 SR 84 Collector 1285 1

12 4

1700 40 24 1083 696 695 SR 84 Collector 1285 1

12 4

1700 40 24 1084 696 697 SR 84 Collector 7695 1

12 4

1700 40 24 1085 697 343 SR 84 Collector 3183 1

12 4

1700 40 24 1086 698 697 King Memorial Rd Local Roadway 1508 1

12 4

1125 25 24 1087 699 700 CR 12 Collector 9617 1

12 4

1700 60 27 1088 700 401 CR 12 Collector 3242 1

12 4

1700 60 27 1089 701 702 SR 86 Collector 8873 1

12 4

1700 60 26 1090 702 703 SR 86 Collector 1519 1

12 4

1700 60 26 1091 703 704 SR 86 Collector 2797 1

12 4

1700 60 26 1092 704 705 SR 86 Collector 6417 1

12 4

1700 60 26 1093 705 706 SR 86 Collector 727 1

12 4

1700 60 26 1094 705 720 DR 166 Collector 3067 1

12 4

1700 60 26 1095 [

705

[955 SR 166 Collector 13688 1

12 4

1714 60 26 Perry Nuclear Power Plant K-86 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 2

1096 706 707 SR 86 Collector 7669 1

12 4

1700 60 26 1097 707 774 SR 86 Collector 3330 1

12 4

1700 60 26 1098 708 151 US-6 Collector 2224 1

12 4

1700 60 34 1099 708 709 SR 86 Collector 2802 1

12 4

1700 60 34 1100 708 717 US-6 Collector 11762 1

12 4

1700 60 33 1101 709 152 SR 86 Collector 2733 1

12 4

1700 60 34 1102 710 8710 SR 86 Collector 1804 1

12 4

1700 60 34 1103 711 222 US-6 Collector 978 1

12 4

1575 35 32 1104 712 711 US-6 Collector 2925 1

12 4

1700 60 32 Exit Link 713 712 US-6 Collector 10448 1

12 4

1700 60 32 1105 713 900 SR 608 Collector 3957 1

12 4

1700 40 33 1106 714 713 US-6 Collector 1386 1

12 4

1700 40 33 1107 714 717 US-6 Collector 11351 1

12 4

1700 60 33 1108 715 716 DR 166 Collector 4760 1

12 4

1700 60 26 1109 716 714 DR 166 Collector 10382 1

12 4

1700 60 33 1110 717 708 US-6 Collector 11762 1

12 4

1700 60 33 1111 717 714 US-6 Collector 11351 1

12 4

1700 60 33 1112 718 719 US-6 Collector 2662 1

12 4

1700 60 34 1113 719 8719 US-6 Collector 2048 1

12 4

1700 60 34 1114 720 715 DR 166 Collector 3336 1

12 4

1700 60 26 1115 721 722 Township Hwy 211 Collector 5590 1

12 4

1700 40 2

1116 722 52 CR 216 Collector 7741 1

12 4

1700 40 2

1117 722 723 Township Hwy 211 Collector 4167 1

12 4

1700 40 2

1118 723 724 Township Hwy 211 Collector 1799 1

12 4

1700 40 7

1119 724 725 Township Hwy 211 Collector 3673 1

12 4

1700 40 7

Perry Nuclear Power Plant Evacuation Time Estimate K-87 KLD Engineering, P.C.

Rev. 2

Strea Strea Legt No of Lan Shule Flo Flow Map Exit Link 725 124 US-20 Minor Arterial 1384 2

12 4

1900 50 7

1120 725 125 US-20 Minor Arterial 977 2

12 4

1900 50 7

1121 726 390 Lake Rd W Local Roadway 2628 1

12 4

1125 25 2

Beach State Park 1122 727 519 Driveway Local Roadway 458 1

12 4

900 20 11 1123 728 563 SR 283 Local Roadway 1519 1

12 4

1350 30 13 1124 729 568 SR 535 Minor Arterial 259 2

12 4

1700 40 14 1125 730 596 SR 535 Minor Arterial 276 2

12 4

1900 40 14 1126 730 801 SR 535 Minor Arterial 1272 2

12 4

1900 35 14 1127 731 730 Chester Ave Collector 1455 1

12 4

1575 35 14 1128 732 733 High St Local Roadway 426 1

12 4

1125 25 11 1129 733 535 2nd St Local Roadway 505 1

12 4

1125 25 11 1130 733 543 2nd St Local Roadway 2007 1

12 4

1125 25 11 1131 759 758 SR 307 Collector 5421 1

12 4

1700 60 8

Exit Link 760 759 SR 307 Collector 3394 1

12 4

1700 60 8

1132 761 760 SR 307 Collector 3053 1

12 4

1700 60 8

1133 762 36 SR 534 Collector 238 1

12 4

1700 40 8

1134 762 399 SR 534 Collector 260 1

12 4

1700 45 8

1135 762 761 SR 307 Collector 4310 1

12 4

1700 60 8

1136 763 762 SR 307 Collector 412 1

12 4

1575 35 8

1137 764 763 SR 307 Collector 4964 1

12 4

1700 55 8

1138 765 764 SR 307 Collector 984 1

12 4

1700 45 8

1139 766 765 SR 307 Collector 889 1

12 4

1700 45 7

1140 767 766 SR 307 Collector 1967 1

12 4

1700 45 7

Perry Nuclear Power Plant K-88 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 2

1141 768 767 SR 307 Collector 7710 1

24 1700 6017 1142 769 768 SR 307 Collector 3425 1

12 4

1700 55 17 1143 770 769 SR 307 Collector 3030 1

12 4

1700 55 17 1144 771 770 SR 307 Collector 3383 1

12 4

1700 55 17 1145 772 771 SR 307 Collector 835 1

12 4

1700 40 17 1146 773 772 SR 307 Collector 849 1

12 4

1700 40 17 1147 774 708 SR 86 Collector 6258 1

12 4

1700 60 34 1148 775 99 SR 528 Local Roadway 971 1

12 4

1125 25 7

1149 775 776 SR 528 Local Roadway 478 1

12 4

900 20 7

1150 776 775 SR 528 Local Roadway 477 1

12 4

900 20 7

1151 776 777 SR 528 Local Roadway 1417 1

12 4

1575 35 7

1152 777 100 SR 528 Collector 2413 1

12 4

1575 35 7

1153 777 776 SR 528 Local Roadway 1417 1

12 4

1575 35 7

1154 778 101 SR 528 Collector 2478 1

12 4

1575 35 7

1155 778 102 SR 528 Collector 2056 1

12 4

1700 40 7

1156 779 166 Antioch Rd Collector 8387 1

12 4

1700 40 6

1157 779 463 CR 24 Collector 4500 1

12 4

1700 40 6

1158 780 240 CR 106 Local Roadway 359 1

12 4

900 20 16 1159 781 278 Riverside Dr Collector 514 1

12 4

1575 35 15 1160 782 781 Riverside Dr Local Roadway 181 1

12 4

900 20 15 1161 783 782 Riverside Dr Collector 1763 1

12 4

1575 35 15 1162 784 281 SR 84 Collector 322 1

12 4

1700 40 15 1163 784 282 E Walnut St Collector 686 1

12 4

1575 35 15 Exit Link 785 282 SR 86 Collector 1256 1

12 4

1575 35 14 1164 785 784 Bank St Collector 1482 1

12 4

1575 35 15 Perry Nuclear Power Plant K-89 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 2

1165 785 804 SR 86 Local Roadway 1189 1

12 4

1125 25 14 1166 786 787 SR 86 Local Roadway 201 1

12 4

900 20 15 1167 787 312 SR 86 Collector 1033 1

12 4

1575 35 15 1168 788 317 SR 84 Minor Arterial 393 2

12 4

1900 40 24 1169 789 491 University Ave Local Roadway 1763 1

12 4

1125 25 24 1170 790 692 CR 414 Local Roadway 1839 1

12 4

1125 25 24 1171 791 339 US-20 Minor Arterial 646 2

12 4

1900 35 24 1172 791 792 US-20 Minor Arterial 612 2

12 4

1900 35 24 1173 792 336 US-20 Minor Arterial 1093 2

12 4

1900 35 24 1174 792 791 US-20 Minor Arterial 612 2

12 4

1900 35 24 Exit Link 793 792 Walmart Driveway Local Roadway 444 1

12 4

1125 25 24 1175 794 791 Mall Driveway Local Roadway 252 1

12 4

1125 25 24 1176 795 339 Mall Driveway Local Roadway 290 1

12 4

1125 25 24 1177 796 604 US-20 Minor Arterial 135 2

12 4

1900 35 23 1178 796 605 US-20 Minor Arterial 393 2

12 4

1900 35 23 1179 797 796 Acacia Ave Local Roadway 774 1

12 4

1125 25 23 1180 798 630 Plaza Blvd Minor Arterial 446 2

12 4

1700 40 23 1181 799 800 Victoria Square Local Roadway 167 1

12 4

675 15 14 1182 800 309 N Park PI Local Roadway 411 1

12 4

675 15 14 1183 801 477 SR 535 Collector 1241 2

12 4

1900 35 14 1184 801 730 SR 535 Minor Arterial 1272 2

12 4

1900 40 14 1185 802 801 W Prospect St Local Roadway 745 1

12 4

1125 25 14 1186 803 308 Liberty St Collector 716 1

12 4

1575 35 14 1187 803 804 E Washington St Local Roadway 1205 1

12 4

1125 25 14 1188 804 290 SR 86 Local Roadway 673 1

12 4

1125 25 14 Perry Nuclear Power Plant Evacuation Time Estimate K-90 KLD Engineering, P.C.

Rev. 2

1189 804 785 SR 86 Local Roadway 1192 1

12 4

1125 25 14 1190 804 803 E Washington St Local Roadway 1205 1

12 4

1125 25 14 1191 805 807 Liberty St Collector 1018 1

12 4

1575 35 14 1192 806 805 Liberty St Local Roadway 137 1

12 4

675 15 14 1193 807 315 Liberty St Collector 1763 1

12 4

1575 35 14 1194 808 807 Kensington Ave Local Roadway 816 1

12 4

1125 25 14 1195 809 810 Ravenna Rd Collector 478 1

12 4

1700 40 14 1196 810 811 Ravenna Rd Collector 1000 1

12 4

1700 40 24 1197 811 812 Old 44 Collector 551 1

12 4

1700 40 24 1198 812 813 Old 44 Collector 1288 1

12 4

1700 50 24 1199 813 814 Old 44 Collector 4894 1

12 4

1700 50 24 1200 814 815 Old 44 Collector 3399 1

12 4

1700 50 25 1201 815 816 CR 601 Collector 1062 1

12 4

1700 50 25 1202 815 844 CR 412 Collector 2518 1

12 4

1700 40 25 1203 815 887 SR 608 Collector 1529 1

12 4

1700 40 25 1204 816 817 CR 601 Collector 5642 1

12 4

1700 50 25 1205 817 818 CR 601 Collector 782 1

12 4

1575 35 25 1206 818 819 CR 601 Collector 3673 1

12 4

1700 50 25 1207 818 837 CR 202 Collector 6683 1

12 4

1700 40 24 1208 819 820 CR 601 Collector 6580 1

12 4

1700 50 25 1209 820 821 CR 601 Collector 3147 1

12 4

1700 50 32 1210 821 822 CR 601 Collector 550 1

12 4

1700 50 32 1211 822 823 CR 601 Collector 8096 1

12 4

1700 50 32 1212 823 824 CR 601 Local Roadway 1499 1

12 4

1125 25 32 1213 824 825 North St Local Roadway 1796 1

12 4

1125 25 32 Perry Nuclear Power Plant Evacuation Time Estimate K-91 KLD Engineering, P.C.

Rev. 2

Up-Don uraio Fre Gri Strea Strea Lengt No of Lan Shule Flo Flow Map 1214 825 834 North St Local Roadway 457 1

12 4

1125 25 32 1215 826 220 SR 44 Collector 1447 1

12 4

1575 35 32 1216 826 827 Washington St Local Roadway 897 1

12 4

1575 35 32 1217 827 826 Washington St Local Roadway 897 1

12 4

1575 35 32 1218 827 828 US-6 Collector 1030 1

12 4

1575 35 32 1219 828 219 Cherry Ave Local Roadway 871 1

12 4

1125 25 32 1220 828 225 US-6 Collector 8175 1

12 4

1700 40 31 1221 829 220 US-6 Collector 1321 1

12 4

1575 35 32 1222 830 829 Maple Ave Local Roadway 3167 1

12 4

1125 25 32 1223 831 219 SR 44 Collector 976 1

12 4

1575 35 32 Shopping Center 1224 832 831 Driveway Local Roadway 654 1

12 4

1125 25 32 1225 833 831 SR 44 Collector 1135 1

12 4

1575 35 32 1226 834 220 North St Local Roadway 1424 1

12 4

1125 25 32 1227 834 833 5th Ave Local Roadway 4064 1

12 4

1125 25 32 1228 835 833 SR 44 Collector 1119 1

12 4

1575 35 32 1229 304 480 US-20 Local Roadway 1935 1

12 4

1125 25 14 1230 304 483 W Walnut St Local Roadway 814 1

12 4

1125 25 14 1231 305 304 US-20 Collector 1058 1

12 4

1575 35 14 1232 305 306 US-20 Collector 2541 1

12 4

1575 35 14 1233 306 305 US-20 Collector 2540 1

12 4

1575 35 14 1234 306 485 US-20 Minor Arterial 362 2

12 4

1900 35 14 1235 307 282 E Walnut St Collector 1818 1

12 4

1575 35 14 1236 307 310 W Walnut St Local Roadway 2127 1

12 4

1125 25 14 1237 307 806 Liberty St Collector 760 1

12 4

1575 35 14 1238 308 307 Liberty St Collector 1611 1

12 4

1575 35 14 Perry Nuclear Power Plant Evacuation Time Estimate K-92 KLD Engineering, P.C.

Rev. 2

1239 309 302 Liberty St Minor Arterial 380 2

12 4

1900 25 14 1240 309 803 Liberty St Local Roadway 728 1

12 4

1125 25 14 1241 310 849 W Walnut St Local Roadway 303 1

12 4

1125 25 14 1242 311 304 W Walnut St Local Roadway 630 1

12 4

1125 25 14 1243 312 313 SR 86 Collector 1429 1

12 4

1700 40 15 1244 313 314 SR 84 Collector 834 1

12 4

1700 40 15 1245 313 904 SR 86 Collector 1870 1

12 4

1700 40 15 1246 314 315 SR 84 Collector 973 1

12 4

1700 40 14 1247 836 835 7th Ave Local Roadway 773 1

12 4

1125 25 32 1248 837 209 SR 44 Collector 2754 1

12 4

1700 60 24 1249 837 214 SR 44 Collector 1192 1

12 4

1700 60 24 1250 837 818 CR 202 Collector 6682 1

12 4

1714 40 24 1251 837 842 CR 202 Collector 345 1

12 4

1700 40 24 1252 838 207 SR 44 Minor Arterial 845 2

12 4

1900 45 24 1253 838 208 SR 44 Minor Arterial 2417 2

12 4

1900 60 24 1254 839 843 Auburn Rd Collector 870 1

12 4

1700 40 24 1255 840 839 Auburn Rd Collector 433 1

12 4

1700 40 24 1256 841 840 Auburn Rd Collector 1833 1

12 4

1700 40 24 1257 842 837 CR 202 Collector 345 1

12 4

1714 40 24 1258 842 841 Auburn Rd Collector 4054 1

12 4

1700 40 24 1259 843 838 Auburn Rd Minor Arterial 314 2

12 4

1900 40 24 1260 844 815 CR 412 Collector 2519 1

12 4

1714 40 25 1261 844 845 CR 412 Collector 2478 1

12 4

1700 40 24 1262 845 846 CR 412 Collector 809 1

12 4

1700 40 24 1263 846 847 Auburn Rd Collector 985 1

12 4

1700 40 24 Perry Nuclear Power Plant Evacuation Time Estimate K-93 KLD Engineering, P.C.

Rev. 2

Up Don urto Fre Grid5 1264 847 838 Auburn Rd Collector 445 1

12 4

1700 40 24 1265 848 481 W Washington St Local Roadway 692 1

12 4

1125 25 14 1266 849 311 W Walnut St Local Roadway 1589 1

12 4

1125 25 14 1267 850 644 Yellowbrick Rd Local Roadway 415 1

12 4

1125 25 21 1268 851 852 Bellflower Rd Local Roadway 437 1

12 4

675 15 21 1269 852 640 Bellflower Rd Local Roadway 4646 1

12 4

1350 35 21 1270 853 637 Center St Local Roadway 396 1

12 4

1350 30 21 1271 854 853 Center St Local Roadway 1139 1

12 4

1350 30 21 1272 855 578 Hopkins Rd Collector 3689 1

12 4

1575 35 10 1273 855 856 Center St Collector 496 1

12 4

1575 35 10 1274 856 857 Center St Collector 903 1

12 4

1575 35 10 1275 857 911 Center St Collector 814 1

12 4

1575 35 10 1276 858 855 Plains Rd Local Roadway 1690 1

12 4

1125 25 10 1277 859 678 Lost Nation Rd Collector 1582 1

12 4

1575 35 20 1278 859 8859 Lost Nation Rd Collector 681 1

12 4

1575 35 20 1279 860 684 Bellflower Rd Local Roadway 659 1

12 4

1125 25 20 1280 861 685 Hodgson Rd Collector 3045 1

12 4

1700 40 20 1281 862 686 SR 306 Collector 2922 1

12 4

1700 40 20 1282 863 862 Ohio St Local Roadway 3421 1

12 4

1125 25 21 1283 864 686 Essez Dr Local Roadway 589 1

12 4

1125 25 22 1284 865 687 SR 306 Minor Arterial 443 2

12 4

1900 40 22 1285 866 865 Adkins Rd Local Roadway 2479 1

12 4

1125 25 22 1286 867 604 Hart St Collector 750 1

12 4

1575 35 23 1287 867 645 Prospect St Local Roadway 1164 1

12 4

1125 25 23 1288 868 869 SR 84 Collector 921 1

12 4

1700 40 23 Perry Nuclear Power Plant K-94 Evacuation Time Estimate KLD Engineering, P.C.

Rev. 2

1289 869 870 SR 84 Collector 899 1

12 4

1700 40 23 1290 870 659 SR 84 Collector 1743 1

12 4

1700 40 23 1291 871 660 Norton Pkwy Collector 328 1

12 4

1700 40 23 1292 872 350 SR 615 Collector 503 1

12 4

1700 45 23 1293 872 351 SR 615 Collector 1023 1

12 4

1700 45 23 1294 873 874 Little Mountain Rd Collector 2914 1

12 4

1700 40 24 1295 874 875 Little Mountain Rd Collector 4168 1

12 4

1700 40 24 1296 875 876 Mentor Rd Collector 963 1

12 4

1700 50 24 1297 876 877 Mentor Rd Collector 1928 1

12 4

1700 50 24 1298 877 878 Mentor Rd Collector 1407 1

12 4

1700 50 31 1299 878 879 Mentor Rd Collector 1899 1

12 4

1700 50 31 1300 879 880 Mentor Rd Collector 2605 1

12 4

1700 50 31 1301 880 881 Mentor Rd Collector 1514 1

12 4

1700 50 31 1302 881 882 Mentor Rd Collector 4080 1

12 4

1700 50 31 1303 882 885 Mentor Rd Collector 5788 1

12 4

1700 50 31 1304 883 884 Mentor Rd Collector 736 1

12 4

1700 50 32 1305 884 886 Mentor Rd Local Roadway 259 1

12 4

1125 25 32 1306 885 225 Co Rd 4 Collector 8565 1

12 4

1700 40 31 1307 885 883 Mentor Rd Collector 4578 1

12 4

1700 50 31 1308 886 218 SR 44 Collector 305 1

12 4

1700 60 32 1309 887 888 SR 608 Collector 878 1

12 4

1700 40 25 1310 888 889 SR 608 Collector 701 1

12 4

1700 40 25 1311 889 890 SR 608 Collector 1639 1

12 4

1700 40 25 1312 890 891 SR 608 Collector 3731 1

12 4

1700 40 25 1313 891 892 SR 608 Collector 313 1

12 4

1700 40 25 Perry Nuclear Power Plant Evacuation Time Estimate K-95 KLD Engineering, P.C.

Rev. 2

Stem Sra egh N.

of Lane Shole Flw.lw a

Link Nod Node Roda Nam Roda Typ (f.

ae idh Wdh Rt Sped ume 1314 892 893 SR 608 Collector 4711 1

12 4

1700 40 25 1315 893 894 SR 608 Local Roadway 567 1

12 4

1350 30 25 1316 894 895 SR 608 Local Roadway 703 1

12 4

1350 30 25 1317 895 896 SR 608 Local Roadway 592 1

12 4

1350 30 25 1318 896 897 SR 608 Local Roadway 539 1

12 4

1350 30 25 1319 897 898 SR 608 Local Roadway 397 1

12 4

1350 30 25 1320 898 899 SR 608 Collector 7370 1

12 4

1700 40 25 1321 899 713 SR 608 Collector 11086 1

12 4

1700 40 32 1322 900 901 SR 608 Collector 2129 1

12 4

1700 40 33 1323 901 902 SR 608 Collector 1166 1

12 4

1700 40 33 1324 912 911 Hendricks Rd Collector 1640 1

12 4

1700 40 10 1325 913 912 Hopkins Rd Collector 957 1

12 4

1575 35 10 1326 914 913 Hopkins Rd Collector 1172 1

12 4

1575 35 21 1327 915 914 Hopkins Rd Collector 742 1

12 4

1575 35 21 1328 916 915 Hopkins Rd Collector 1155 1

12 4

1575 35 21 1329 917 653 Munson Rd Collector 1431 1

12 4

1575 35 21 1330 917 916 Hopkins Rd Collector 997 1

12 4

1575 35 21 1331 917 918 Munson Rd Collector 416 1

12 4

1575 35 21 1332 918 919 Munson Rd Collector 509 1

12 4

1575 35 21 1333 919 920 Munson Rd Collector 717 1

12 4

1575 35 21 1334 920 921 Munson Rd Collector 746 1

12 4

1575 35 21 1335 921 922 Munson Rd Collector 586 1

12 4

1575 35 21 1336 922 646 Munson Rd Collector 488 1

12 4

1575 35 21 1337 923 917 Market St Collector 759 1

12 4

1575 35 21 1338 924 474 N State St Collector 1435 1

12 4

1575 35 14 Perry Nuclear Power Plant K-96 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 2

Up Don urto Fre Grid.

1339 925 924 N State St Collector 2312 1

12 4

1575 35 14 1340 926 925 N State St Collector 2109 1

12 4

1575 35 12 1341 927 926 N State St Collector 596 1

12 4

1575 35 12 1342 927 928 Skinner Ave Collector 395 1

12 4

1575 35 12 1343 928 541 St Clair St Collector 2318 1

12 4

1575 35 12 1344 928 929 Skinner Ave Collector 2855 1

12 4

1575 35 14 1345 929 568 Skinner Ave Collector 874 1

12 4

1575 35 14 1346 930 698 King Memorial Rd Local Roadway 2110 1

12 4

1125 25 24 1347 931 696 CR 419 Collector 1425 1

12 4

1700 40 24 1348 932 931 CR 419 Collector 1610 1

12 4

1700 40 24 1349 933 790 CR 414 Local Roadway 1332 1

12 4

1125 25 24 1350 934 933 CR 414 Local Roadway 1719 1

12 4

1125 25 24 1351 935 511 Blackbrook Rd Collector 2076 1

12 4

1700 40 13 1352 936 842 CR 202 Collector 1069 1

12 4

1700 40 24 1353 937 936 CR 202 Collector 2054 1

12 4

1700 40 24 1354 938 937 CR 202 Collector 1794 1

12 4

1700 40 24 1355 939 938 CR 202 Collector 1117 1

12 4

1700 40 24 1356 940 941 Morley Rd Collector 3181 1

12 4

1700 40 24 1357 941 942 Morley Rd Collector 2622 1

12 4

1700 40 24 1358 941 943 Pinecrest Rd Local Roadway 528 1

12 4

1125 25 24 1359 942 875 Morley Rd Collector 1168 1

12 4

1700 40 24 1360 943 944 Pinecrest Rd Collector 5328 1

12 4

1700 40 24 Exit Link 944 945 CR 413 Collector 1531 1

12 4

1700 40 24 1361 945 939 CR 413 Collector 642 1

12 4

1700 40 24 1362 946 540 High St Collector 2082 1

12 4

1575 35 12 Perry Nuclear Power Plant K-97 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 2

1363 947 688 SR 306 Minor Arterial 1931 2

12 4

1900 40 22 1364 947 948 SR 306 Minor Arterial 1669 2

12 4

1900 40 22 1365 948 631 US-20 Minor Arterial 2181 2

12 4

1900 35 22 1366 948 632 US-20 Minor Arterial 890 2

12 4

1900 35 22 1367 948 947 SR 306 Minor Arterial 1668 2

12 4

1900 40 22 1368 948 949 SR 306 Collector 764 1

12 4

1700 40 22 1369 949 948 SR 306 Collector 765 1

12 4

1700 40 22 1370 949 964 SR 306 Collector 1963 1

12 4

1700 40 22 1371 950 664 SR 84 Local Roadway 1420 1

12 4

1350 30 22 1372 950 951 SR 306 Minor Arterial 1228 2

12 4

1900 40 22 1373 950 964 SR 306 Collector 495 1

12 4

1700 40 22 1-90 on-ramp from 1374 951 29 306 Freeway Ramp 1279 1

12 4

1700 40 30 1375 951 952 SR 306 Minor Arterial 815 2

12 4

1900 40 22 1-90 on-ramp from 1376 952 28 306 Freeway Ramp 1187 1

12 4

1700 30 22 1377 952 957 SR 306 Minor Arterial 1260 2

12 4

1700 40 30 1378 953 3

1-90 Freeway 4553 2

12 4

2250 70 9

1379 953 8003 1-90 Freeway 1127 2

12 4

2250 55 9

1380 954 148 SR 166 Collector 6380 1

12 4

1714 60 26 1381 954 955 SR 166 Collector 3191 1

12 4

1700 60 26 1382 955 705 SR 166 Collector 3688 1

12 4

1700 60 26 1383 955 954 SR 166 Collector 3191 1

12 4

1714 60 26 1384 956 958 SR 306 Collector 2911 1

12 4

1700 40 30 1385 957 956 SR 306 Minor Arterial 576 2

12 4

1900 40 30 1386 958 689 SR 306 Collector 551 1

12 4

1700 40 30 Perry Nuclear Power Plant Evacuation Time Estimate K-98 KLD Engineering, P.C.

Rev. 2

Up Don urto Fre 0Grid 1387 959 960 SR 165 Collector 954 1

24 1700 40 30 1388 960 961 SR 165 Collector 1028 1

12 4

1700 40 30 1389 961 958 SR 615 Collector 452 1

12 4

1700 40 30 1390 962 956 Kirtland Rd Collector 280 1

12 4

1700 40 30 1391 963 957 Driveway Collector 1088 1

12 4

1700 40 30 1392 964 949 SR 306 Collector 1963 1

12 4

1700 40 22 1393 964 950 SR 306 Freeway 495 2

12 4

1900 40 22 1394 965 663 Deepwood Blvd Collector 1178 1

12 4

1575 35 23 1395 966 21 1-90 Freeway 763 2

12 8

2250 55 24 1396 966 210 1-90 Freeway 821 2

12 4

2250 70 24 SR 44 on-ramp from 1397 966 211 1-90 Freeway Ramp 881 1

12 4

1700 40 24 1398 967 968 CR 104 Collector 2046 1

12 4

1700 40 15 1399 967 971 CR 104 Collector 1717 1

12 4

1700 40 15 1400 968 969 CR 104 Collector 2451 1

12 4

1575 35 16 1401 969 970 CR 104 Collector 1620 1

12 4

1700 40 16 1402 970 256 SR 84 Collector 1987 1

12 4

1700 50 16 1403 970 257 SR 84 Collector 3135 1

12 4

1700 50 16 1404 971 972 CR 104 Collector 2333 1

12 4

1700 40 15 1405 972 973 CR 104 Collector 2302 1

12 4

1700 40 15 1406 973 974 CR 104 Collector 3523 1

12 4

1700 40 15 Exit Link 974 229 Lane Rd Collector 1928 1

12 4

1700 40 5

1407 974 231 CR 104 Collector 2271 1

12 4

1700 40 15 1408 974 468 Lane Rd Collector 3699 1

12 4

1700 40 15 1409 975 223 S Hambden St Minor Arterial 3452 1

12 4

1575 35 32 Perry Nuclear Power Plant K-99 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 2

Up Don urto Fre Grid.

1410 275 274 SR 84 Collector 2084 1

12 4

1700 45 15 1411 275 276 SR 84 Collector 772 1

12 4

1700 45 15 1412 276 275 SR 84 Collector 772 1

12 4

1700 45 15 1413 276 277 SR 84 Collector 586 1

12 4

1575 35 15 1414 277 276 SR 84 Collector-595 1

12 4

1700 45 15 1415 277 278 SR 84 Collector 1849 1

12 4

1700 45 15 1416 278 277 SR 84 Collector 1849 1

12 4

1575 35 15 1417 278 279 SR 84 Collector 1187 1

12 4

1700 40 15 1418 279 278 SR 84 Collector 1191 1

12 4

1700 40 15 1419 279 280 SR 84 Collector 1100 1

12 4

1700 40 15 1420 280 279 SR 84 Collector 1100 1

12 4

1700 40 15 1421 280 281 SR 84 Collector 789 1

12 4

1700 40 15 1422 281 280 SR 84 Collector 789 1

12 4

1700 40 15 1423 281 784 SR 84 Collector 323 1

12 4

1575 35 15 1424 338 500 US-20 Minor Arterial 1261 2

12 4

1900 35 24 1425 338 506 US-20 Minor Arterial 1039 2

12 4

1900 35 24 1426 339 599 US-20 Minor Arterial 1614 2

12 4

1900 35 24 1427 339 791 US-20 Minor Arterial 647 2

12 4

1900 35 24 1428 340 337 Chillicothe Rd Collector 1071 1

12 4

1700 40 24 1429 340 341 Chillicothe Rd Collector 5665 1

12 4

1700 40 24 1430 341 1

Chillicothe Rd Collector 2103 1

12 4

1700 40 24 1431 1

341 1 340 Chillicothe Rd

.Collector 5665.

1 I12 4

.1700

, 40 I 24 1432 342 614 Little Mountain Rd Collector 1074 1

12 4

1575 35 23 1433 342 868

~SR 84 Collector 1808 1

12 4

1700 40 23 14341343 1 1SR 84 Collector 11828 1

12 4

1700 45 24 Perry Nuclear Power Plant K-100 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 2

Up Down-urto re Gi Stea Stea Legt No.

of Lan Shudr Fow Foa 1435 344 345 Chillicothe Rd Collector 986 1

12 4

1700 40 24 1436 345 346 Chillicothe Rd Collector 2482 1

12 4

1700 40 23 1437 345 873 Little Mountain Rd Collector 2511 1

12 4

1700 40 24 1438 346 347 Chillicothe Rd Collector 3288 1

12 4

1700 40 23 1439 347 348 SR 615 Collector 3002 1

12 4

1700 40 30 1440 347 349 SR 615 Collector 781 1

12 4

1700 40 23 1441 348 959 SR 615 Collector 1574 1

12 4

1700 40 30 1442 349 347 SR 615 Collector 781 1

12 4

1700 40 23 1443 349 350 SR 615 Collector 1268 1

12 4

1700 45 23 1444 350 349 SR 615 Collector 1269 1

12 4

1700 40 23 1445 350 872 SR 615 Collector 503 1

12 4

1700 40 23 1-90 on-ramp from SR 1446 351 352 615 Freeway Ramp 1406 1

12 4

1700 45 23 1447 351 660 SR 615 Minor Arterial 600 2

12 4

1900 45 23 1448 351 872 SR 615 Minor Arterial 1024 2

12 4

1900 40 23 1449 315 316 SR 84 Collector 3265 1

12 4

1700 40 24 1450 315 809 Ravenna Rd Collector 1028 1

12 4

1700 40 14 1451 316 788 SR 84 Collector 2743 1

12 4

1700 40 24 SR 44 on-ramp from 1452 317 201 SR 84 Freeway Ramp 660 1

12 4

1700 40 24 1453 317 318 SR 84 Minor Arterial 591 2

12 4

1900 40 24 SR 84 off-ramp to SR 1454 318 202 44 Freeway Ramp 900 1

12 4

1700 40 24 1455 318 694 SR 84 Collector 3030 1

12 4

1700 40 24 1456 319 320 Heisley Rd Minor Arterial 1089 2

12 4

1900 45 13 1457 319 509 Heisley Rd Minor Arterial 531 2

12 4

1900 45 13 Perry Nuclear Power Plant K-101 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 2

1458 320 319 Heisley Rd Minor Arterial 1089 2

12 4

1900 40 13 1459 320 322 Heisley Rd Minor Arterial 2886 2

12 4

1900 45 13 1460 321 320 Progress Pkwy Collector 1338 1

12 4

1700 35 13 1461 322 320 Heisley Rd Minor Arterial 2886 2

12 4

1900 45 13 1462 322 323 Hendricks Rd Collector 3825 1

12 4

1700 40 13 1463 322 324 Heisley Rd Minor Arterial 959 2

12 4

1900 45 24 1464 323 322 Hendricks Rd Collector 3825 1

12 4

1700 35 13 1465 323 912 Hendricks Rd Collector 3625 1

12 4

1700 40 10 1466 324 322 Heisley Rd Minor Arterial 959 2

12 4

1900 45 24 1467 324 325 Heisley Rd Minor Arterial 570 2

12 4

1900 45 24 1468 325 324 Heisley Rd Minor Arterial 570 2

12 4

1900 45 24 1469 325 328 Heisley Rd Minor Arterial 2471 2

12 4

1900 45 24 1470 326 325 Pineneedle Dr Collector 1342 1

12 4

1700 35 24 1471 327 325 Tyler Blvd Collector 1418 1

12 4

1700 35 24 1472 328 325 Heisley Rd Minor Arterial 2471 2

12 4

1900 45 24 Exit Link 328 329 Heisley Rd Minor Arterial 1232 2

12 4

1900 45 24 1473 329 328 Heisley Rd Minor Arterial 1232 2

12 4

1900 45 24 1474 329 331 SR 44 Collector 1817 1

12 4

1575 35 24 1475 329 332 Jackson St Collector 2854 1

12 4

1700 40 24 1476 330 328 Hamilton Dr Collector 2240 1

12 4

1700 35 24 1477 331 334 SR 44 Collector 1808 1

12 4

1575 35 24 1478 332 598 Jackson St Collector 1276 1

12 4

1575 35 24 1479 333 329 Jackson St Collector 3627 1

12 4

1700 35 24 1480 334 336 SR 44 Collector 632 1

12 4

1575 35 24 Perry Nuclear Power Plant K-102 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 2

Half Priced Books 334 Driveway 1481 335 Collector 214 1

12 4

1575 35 24 1482 352 25 1-90 Freeway 2237 3

12 8

2250 65 23 1483 352 26 1-90 Freeway 2233 3

12 8

2250 65 23 1-90 off-ramp to SR 872 615 1484 352 Freeway Ramp 1127 1

12 4

1700 40 23 1485 354 29 1-90 Freeway 874 3

12 8

2250 65 30 1486 354 8029 1-90 Freeway 889 3

12 4

2250 55 30 1487 357 19 1-90 Freeway 7607 2

12 4

2250 70 15

-I-4 4

-I-4 1

t 4

1488 357 20 1-90 Freeway 8387 2

12 4

2250 70 25

+

+

-I

+

4 4

4 I.

1489 358 269 CR 227 Collector 2360 1

12 4

1700 40 15

+

+

I

+

4 4

4 F

1-90 on-ramp from CR 1490 358 359 227 Freeway Ramp 797 1

12 4

1700 40 15

+

4 4

4 4

F 4

F F

1491 359 18 1-90 Freeway 2353 2

12 4

2250 70 15 4

4 4

F 4

F F

1492 359 19 1-90 Freeway 995 2

12 4

2250 70 15 4

4 4

I-4 1-I 1493 360 11 1-90 Freeway 6145 2

12 4

2250 70 16 1494 360 12 1-90 Freeway 8192 2

12 4

2250 70 16 1-90 on-ramp from SR 11 528 1495 361 Freeway Ramp 1032 1

12 4

1700 40 17 1496 361 95 SR 528 Collector 924 1

12 4

1700 40 17 1497 362 6

1-90 1209 2

12 4

2250

+

4 4

+

4 4

F 4

F F

4 4

4 4

+

-4 F

F

Up Don urto Fre Grid0.

1502 364 3

1-90 Freeway 1234 2

12 8

2250 70 9

1503 364 4

1-90 Freeway 4790 2

12 8

2250 70 9

Exit Link 975 8976 Chardon-Windsor Rd Minor Arterial 2371 1

12 4

1575 35 32 1504 976 127 CR 141 Collector 9492 1

12 4

1700 40 7

1505 976 977 CR 141 Collector 363 1

12 4

1700 40 2

1506 977 976 CR 141 Collector 363 1

12 4

1700 40 2

1507 977 978 CR 216 Collector 5016 1

12 4

1700 40 2

1508 978 979 CR 213 Collector 218 1

12 4

1700 40 2

1509 979 722 CR 216 Collector 2653 1

12 4

1700 40 2

1510 979 980 CR 213 Collector 9164 1

12 4

1700 40 2

1511 980 125 US-20 Minor Arterial 2736 2

12 4

1900 50 7

1512 980 126 US-20 Minor Arterial 1552 2

12 4

1900 45 7

1513 981 977 CR 141 Collector 5439 1

12 4

1700 40 2

Exit Link 982 8982 Co Rd 4 Collector 797 1

12 4

1700 40 31 Exit Link 983 8225 US-6 Collector 1927 1

12 4

1575 35 31 1514 984 166 US-20 Minor Arterial 2426 2

12 4

1900 50 6

1515 984 167 US-20 Minor Arterial 1070 2

12 4

1900 50 6

1516 984 245 CR 109 Collector 2832 1

12 4

1714 40 6

1517 985 117 CR 26 Collector 2908 1

12 4

1575 35 6

1518 986 248 CR 22 Collector 3148 1

12 4

1575 35 6

1519 987 127 CR 141 Collector 3784 1

12 4

1575 35 7

1520 987 161 CR 141 Local Roadway 3205 1

12 4

1575 35 7

1521 988 989 CR 22 Collector 4319 1

12 4

1575 35 7

Perry Nuclear Power Plant K-104 Evacuation Time Estimate KLD Engineering, P.C.

Rev. 2

Stea StemLnt.o f

Lne Sole lw Fo a

1522 989 987 CR 22 Collector 5628 1

24 1575 357 1523 990 563 River St Collector 704 1

12 4

1575 35 11 1524 991 992 Dayton Rd Collector 375 1

12 4

900 20 6

1525 992 250 Dayton Rd Collector 6446 1

12 4

1700 40 6

1526 993 78 US-20 Minor Arterial 2787 2

12 4

1900 50 4

1527 993 79 US-20 Minor Arterial 4261 2

12 4

1900 45 4

1528 8003 953 1-90 Freeway 1127 2

12 4

2250 70 9

1529 8029 354 1-90 Freeway 889 3

12 4

2250 65 30 1530 8079 79 US-20 Minor Arterial 1488 2

12 4

1900 45 4

1531 8195 195 SR 2 Freeway 1768 2

12 4

2250 55 22 1532 8632 632 US-20 Minor Arterial 799 2

12 4

1900 35 22 K-lOS KLD Engineering, P.C.

Perry Nuclear Power Plant Evacuation Time Estimate K-105 KLD Engineering, P.C.

Rev. 2

Table K-2. Nodes in the Link-Node Analysis Network which are Controlled 1

2290770 726400 Actuated 24 2

2391756 782943 Actuated 8

30 2392242 769511 Actuated 8

31 2391744 782388 Actuated 8

32 2391958 777082 Actuated 8

35 2393015 768120 TCP 8

45 2390911 730516 Stop 28 52 2392094 790463 Stop 3

56 2388243 797692 Stop 3

75 2400117 786495 Actuated 8

78 2416654 794543 Actuated 4

86 2400220 782516 Stop 8

94 2417590 789204 Actuated 9

95 2364889 765154 Actuated 17 97 2364100 769187 Stop 7

98 2364057 770034 Actuated 7

99 2364830 770240 Actuated 7

101 2364337 776819 Actuated 7

102 2364219 781352 Actuated 7

103 2364131 787783 Actuated 7

104 2363957 793777 Stop 2

106 2366370 794589 Stop 2

107 2368474 794633 Stop 2

108 2368597 787964 Stop 7

109 2368744 780702 TCP 7

111 2360485 791758 Stop 1

114 2360494 789981 Stop 6

116 2360584 787620 Stop 6

117 2357153 787464 Stop 6

118 2357328 780785 Actuated 6

121 2358015 791048 Stop 1

127 2376867 780529 Actuated 7

128 2373134 780140 TCP 7

130 2372510 795928 Stop 2

131 2374836 795973 Stop 2

133 2373084 788073 Stop 7

148 2366114 731403 Actuated 27 K-106 KLD Engineering, P.C.

Perry Nuclear Power Plant Evacuation Time Estimate K-106 KLD Engineering, P.C.

Rev. 2

151 2364937 710214 Actuated 34 152 2364750 705218 TCP 34 161 2376867 773539 Stop 7

165 2349092 777403 Actuated 6

166 2344516 775853 Stop 6

168 2339954 774602 Stop 6

170 2337585 772853 Actuated 5

171 2337509 777611 Stop 5

206 2310549 732816 Actuated 24 207 2311063 731853 Actuated 24 219 2320640 700828 Actuated 32 220 2323141 700912 Actuated 32 223 2323176 699994 Actuated 32 225 2312499 699689 Actuated 31 229 2328315 767666 Actuated 5

231 2326059 765761 TCP 15 233 2321830 762024 Actuated 15 234 2321046 761415 Actuated 15 238 2342380 768974 Stop 6

241 2346055 764379 Stop 16 242 2337604 772195 Stop 5

245 2342332 772300 Stop 6

247 2349253 773796 Stop 6

250 2357895 776249 Stop 6

253 2349857 765491 Stop 16 260 2328468 754083 TCP 15 261 2326843 753141 Actuated 15 270 2330252 738735 TCP 25 273 2322506 749636 Stop 15 278 2316923 748858 Actuated 15 282 2313763 750162 Actuated 14 284 2321448 753114 Stop 15 290 2312093 752779 Actuated 14 293 2319591 760337 Actuated 15 299 2311472 753936 Actuated 14 302 2310673 752319 Actuated 14 304 2307874 748670 Actuated 14 305 2307101 747948 Actuated 14 Perry Nuclear Power Plant Evacuation Time Estimate K-107 KLD Engineering, P.C.

Rev. 2

Coodiat Coorinat Cot l

Gri Map Node (f)t)Tp Nme 1

307 2312142 749339 Actuated 14 309 2310997 752120 Actuated 14 312 2314734 748093 Stop 15 315 2312841 745732 Actuated 14 317 2308327 741238 Actuated 24 318 2307830 740917 Actuated 24 319 2295920 748445 Actuated 13 320 2295491 747444 Actuated 13 322 2294354 744790 Actuated 13 325 2294040 743337 Actuated 24 328 2294403 740893 Actuated 24 329 2294637 739683 Actuated 24 334 2295319 736160 Actuated 24 336 2295362 735529 Actuated 24 338 2297320 736632 Actuated 24 339 2293274 734442 Actuated 24 341 2292078 728048 Stop 24 342 2288837 726252 Actuated 23 345 2289353 724482 Stop 23 347 2285248 720501 Stop 23 361 2364826 766076 TCP 17 363 2417153 776408 Actuated 9

370 2390173 802981 Stop 3

375 2385822 800737 Stop 2

376 2385361 800541 Stop 2

379 2384188 797647 Stop 2

380 2384870 800346 Stop 2

386 2382845 800674 Stop 2

387 2382586 800806 Stop 2

394 2391823 779675 Actuated 8

396 2392172 771282 Stop 8

415 2416474 730562 Actuated 29 428 2417259 771250 Actuated 9

435 2415784 810985 Stop 4

443 2412244 791530 Actuated 4

444 2413879 788010 Stop 9

445 2394580 784302 Actuated 8

447 2392172 783201 Actuated 8

K-108 KLD Engineering, P.C.

Perry Nuclear Power Plant Evacuation Time Estimate K-108 KILD Engineering, P.C.

Rev. 2

450 2390972 782577 Actuated 8

452 2389180 781725 Actuated 8

454 2362682 781542 Actuated 6

456 2363396 781452 Actuated 7

458 2359423 781510 Actuated 6

459 2359561 776295 Stop 6

460 2351773 778274 Actuated 6

461 2351630 784200 Stop 6

463 2348823 784309 Stop 6

469 2321024 762680 Stop 15 474 2311349 754119 Stop 14 475 2311219 753419 Actuated 14 476 2311754 752558 Actuated 14 477 2310164 752508 Actuated 14 478 2310247 751628 Actuated 14 479 2309866 751969 Stop 14 480 2309105 750163 Actuated 14 483 2307255 749200 Actuated 14 485 2305082 745868 Actuated 14 486 2304405 746442 Actuated 14 489 2304338 745078 Actuated 14 492 2302780 743328 Actuated 24 493 2301697 744103 Stop 13 494 2302480 743006 Actuated 24 495 2301352 741716 Actuated 24 498 2300501 740703 Actuated 24 499 2299856 743044 Stop 24 500 2298169 737565 Actuated 24 506 2296427 736100 Actuated 24 509 2296104 748943 Actuated 13 510 2296574 749998 Actuated 13 511 2297401 751944 Actuated 13 514 2297820 753577 TCP 13 515 2298424 753810 Actuated 13 518 2299142 762266 Stop 11 519 2299150 763156 Stop 11 523 2296801 761776 Stop 11 527 2292844 759026 Stop 11 Perry Nuclear Power Plant Evacuation Time Estimate K-109 KLD Engineering, P.C.

Rev. 2

528 2292836 757403 Stop 11 529 2292844 756196 Stop 13 532 2294338 752711 Actuated 13 535 2301671 763792 Stop 11 540 2304682 756892 Actuated 12 541 2304554 758167 TCP 12 542 2304252 761640 TCP 12 543 2304182 763888 Stop 12 546 2314826 762889 Stop 15 559 2320879 769006 Stop 5

563 2301888 756879 Actuated 11 566 2303548 755430 Stop 14 568 2306445 754416 Actuated 14 578 2284553 750338 Actuated 10 582 2279295 750006 Stop 10 585 2279377 744696 Actuated 10 589 2306127 747989 Actuated 14 591 2305043 750887 Stop 14 593 2306663 754145 TCP 14 597 2307013 754542 Yield 14 598 2291286 737329 Actuated 24 599 2291721 734001 Actuated 24 600 2290486 733670 Actuated 24 601 2289788 733452 Actuated 21 602 2288816 732857 Actuated 21 603 2287534 731862 Actuated 23 604 2286791 731359 Actuated 23 605 2286380 731027 Actuated 23 606 2285407 730673 Actuated 23 609 2288819 735829 Stop 21 618 2285817 735104 Stop 21 620 2285428 733759 Actuated 21 622 2283363 729908 Actuated 23 624 2282016 729432 Actuated 23 625 2282006 727905 Actuated 23 626 2281207 729144 Actuated 23 628 2280389 728838 Actuated 23 629 2279195 728381 Actuated 23 Perry Nuclear Power Plant Evacuation Time Estimate K-110 KLD Engineering, P.C.

Rev. 2

630 2278485 728146 1Actuated 23 631 2277048 726997 Actuated 22 637 2285528 742795 Actuated 21 638 2285503 742193 Actuated 21 639 2285491 740337 Actuated 21 640 2285503 738544 Actuated 21 641 2285491 738255 Actuated 21 642 2285491 737691 Actuated 21 643 2285503 736663 Actuated 21 644 2285466 736073 Actuated 21 645 2285427 731672 Actuated 23 651 2287562 738118 Stop 21 653 2289494 739754 Actuated 21 659 2285397 727979 Actuated 23 660 2285376 724589 Actuated 23 662 2280229 726522 Actuated 23 663 2279830 726201 Actuated 23 668 2279001 744553 Actuated 10 669 2277898 744026 Actuated 20 671 2275014 743036 Actuated 20 674 2274177 742846 Actuated 20 675 2271425 742084 Actuated 20 677 2270326 741558 Actuated 20 678 2269054 741140 Actuated 20 684 2274931 737902 Actuated 20 685 2274920 734839 Actuated 20 686 2274898 731607 Actuated 22 687 2274845 730315 Actuated 22 688 2274892 729230 Actuated 22 691 2300680 735846 Actuated 24 692 2302577 736801 Actuated 24 694 2305331 739202 Actuated 24 697 2295113 728901 Actuated 24 705 2354654 725113 TCP 26 708 2362712 710226 TCP 34 713 2338669 708718 Actuated 33 714 2339603 709742 Stop 33 722 2384353 790363 Stop 2

Perry Nuclear Power Plant Evacuation Time Estimate K-111 KLD Engineering, P.C.

Rev. 2

725 2385562 780899 Stop 7

730 2307836 753458 Actuated 14 733 2302176 763817 Stop 11 739 2315776 761243 Stop 15 753 2394093 778289 Actuated 8

762 2393736 766392 TCP 8

768 2376959 765984 Stop 17 784 2314371 750481 Actuated 15 791 2293842 734752 Actuated 24 792 2294390 735026 Actuated 24 796 2286691 731268 Actuated 23 801 2309016 752981 Actuated 14 802 2308430 752519 Stop 14 803 2311379 751500 Actuated 14 804 2312382 752171 Actuated 14 807 2312483 747454 Actuated 14 815 2317036 734030 Actuated 25 818 2318514 726696 Actuated 25 826 2321694 700853 Actuated 32 827 2321701 699956 Actuated 32 828 2320670 699958 Actuated 32 829 2324462 700929 Actuated 32 831 2319864 701422 Actuated 32 833 2318966 702117 Actuated 32 835 2318091 702816 Actuated 32 837 2312405 723988 Actuated 24 838 2311446 731099 Actuated 24 842 2312082 723866 Stop 24 846 2311681 732454 Stop 24 849 2309961 748305 Actuated 14 855 2284554 746648 Stop 10 862 2274915 734529 Actuated 20 865 2274882 730757 Actuated 22 872 2285434 722965 Actuated 23 875 2297754 721506 Stop 24 885 2312314 708253 Stop 31 886 2316273 704462 Stop 32 911 2285264 744627 Stop 10 Perry Nuclear Power Plant Evacuation Time Estimate K-112 KLD Engineering, P.C.

Rev. 2

912 2286904 744685 Actuated 10 917 2288239 740428 Actuated 21 944 2306474 723845 Stop 24 948 2275322 725661 Actuated 22 950 2275721 722626 Actuated 22 951 2276054 721443 Actuated 22 952 2276436 720722 Actuated 22 956 2277579 719284 Actuated 30 957 2277209 719726 Actuated 30 958 2279424 717033 Actuated 30 967 2337721 766441 TCP 15 970 2341796 762181 Stop 16 974 2328330 765737 Actuated 15 976 2376675 790020 Stop 7

978 2381712 790486 Stop 2

980 2381863 781105 Stop 7

986 2351854 774288 Stop 6

987 2376868 776744 Stop 7

Coordinates are in the North American Datum of 1983 Ohio North State Plane Zone Perry Nuclear Power Plant Evacuation Time Estimate K-113 KLD Engineering, P.C.

Rev. 2

APPENDIX L Subarea Boundaries

L. SUBAREA BOUNDARIES Subarea 1 County: Lake Defined as the area within the following boundary:

North Perry Village bounded by Blackmore Rd to the west, Townline Rd to the east and Lake Erie to the north.

Subarea 2 County: Lake Defined as the area within the following boundary: Madison Village bounded by Townline Rd to the west, Hubbard Rd, N Lake St and River St to the east, I-90 to the south and Lake Erie to the north.

Subarea 3 County: Lake Defined as the area within the following boundary:

Perry Village and Painesville Township bounded by Hardy Rd, Fairport Nursery Rd, Bowhall Rd, Madison Ave and Vrooman Rd to the west, Townline Rd to the east, 1-90 to the south and Lake Erie to the north.

Subarea 4 County: Ashtabula and Lake Defined as the area within the following boundary: Madison Village, Geneva City and Geneva-on-the-Lake Village bounded by Hubbard Rd, N Lake St and River St to the west, Myers Rd to the east, 1-90 to the south and Lake Erie to the north.

Subarea 5 County: Ashtabula, Geauga and Lake Defined as the area within the following boundary: Thompson bounded by the Geauga-Lake county line to the west, Geauga-Ashtabula county line, Matson Rd, and State Route 534 to the east, Rock Creek Rd to the south and 1-90 to the north.

Subarea 6 County: Lake Defined as the area within the following boundary: Leroy Township bounded by the Geauga-Lake county line to the east and south, and 1-90 to the north.

Subarea 7 County: Lake Defined as the area within the following boundary: Painesville City, Painesville Township, Concord Township, Grand River Village and Fairport Harbor Village bounded by Hardy Rd, Fairport Nursery Rd, Bowhall Rd, Madison Ave and Vrooman Rd to the east, the 10-mile ring to the west, 1-90 to the south and Lake Erie to the north.

Perry Nuclear Power Plant L-1 KLD Engineering, P.C.

Evacuation Time Estimate Rev. 2

APPENDIX M Evacuation Sensitivity Studies

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

M.1 Effect of Changes in Trip Generation Times A sensitivity study was performed to determine whether changes in the estimated trip generation time have an effect on the ETE for the entire EPZ. Specifically, if the tail of the mobilization distribution were truncated (i.e., if those who responded most slowly to the Advisory to Evacuate, could be persuaded to respond much more rapidly), how would the ETE be affected? The case considered was scenario 6, region 3; a winter, midweek, midday, good weather evacuation of the entire EPZ. Table M-1 presents the results of this study.

Table M-1. Evacuation Time Estimates for Trip Generation Sensitivity Study 2 Hours 30 Minutes 2:50 4:20 3 Hours 30 Minutes 2:55 4:20 4 Hours 30 Minutes (Base) 2:55 4:45 As discussed in Section 7.3, traffic congestion persists within the EPZ for about 4Y2 hours. As such, the ETE for the 1 0 0 th percentile are not affected by the trip generation time, but by the time needed to clear the congestion within the EPZ. The 90th percentile ETE are also not sensitive to truncating the tail of the mobilization time distribution.

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M.2 Effect of Changes in the Number of People In the Shadow Region Who Relocate A sensitivity study was conducted to determine the effect on ETE of changes in the percentage of people who decide to relocate from the Shadow Region. The case considered was scenario 6, region 3; a winter, midweek, midday, good weather evacuation for the entire EPZ. The movement of people in the Shadow Region has the potential to impede vehicles evacuating from an evacuation region within the EPZ. Refer to Section 7.1 for additional information on population within the shadow region.

Table M-2 presents the evacuation time estimates for each of the cases considered. The results show that the ETE is not impacted by shadow evacuation from 0% to 20%. Tripling the shadow percentage increases the ETE by 15 minutes for the 9 0th percentile and has no impact on the 1 00th percentiles - not a significant change. Note, the telephone survey results presented in Appendix F indicate that 18% of households would elect to evacuate if advised to shelter. Thus, the base assumption of 20% non-compliance suggested in NUREG/CR-7002 is valid.

Table M-2. Evacuation Time Estimates for Shadow Sensitivity Study Evacuating ~

~ Evcato TieEtmt.frEtr PercentShadowShao 0

0 2:55 4:45 15 5,090 2:55 4:45 20 (Base) 6,786 2:55 4:45 60 20,358 3:10 4:45 Perry Nuclear Power Plant Evacuation Time Estimate M-2 KLD Engineering, P.C.

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

1. The change in population within the EPZ was treated parametrically. The percent population change was varied between +/-30%. Changes in population were applied to permanent residents only (as per federal guidance), in both the EPZ area and the Shadow Region.

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

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

4. The good weather scenario which yielded the highest ETE values was selected as the case to be considered in this sensitivity study (scenario 1).

5. The base population is the sum of the permanent resident population in the EPZ from Table 3-1 and 20% of the permanent resident population in the Shadow Region from Table 3-3: 108,812 + (20% x 60,979) = 121,008.

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 of the base ETE value, or 30 minutes, whichever is less. Note that all of the base ETE values are greater than 2 hours2.314815e-5 days <br />5.555556e-4 hours <br />3.306878e-6 weeks <br />7.61e-7 months <br />; 25 percent of the base ETE is always greater than 30 minutes. Therefore, 30 minutes is the lesser and is the criterion for updating.

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

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Table M-3. ETE Variation with Population Change Populato Chng Poplaio C:hange.:'s.u Population Change Population Change I

Region Base 10%

1 20%

1 30%

1 Base

-10%

-20%

1-30% 1 2-MILE 2:10 2:10 2:10 2:10 2:10 2:10 2:10 2:10 5-MILE 2:10 2:10 2:15 2:25 2:10 2:10 2:05 2:05 Population Change Population Change Region Base 10%

20%

30%

Base

-10%

-20%

-30%

2-MILE 4:30 4:30 4:30 4:30 4:30 4:30 4:30 4:30 5-MILE 4:35 4:35 4:35 4:35 4:35 4:35 4:35 4:35 FULL EPZ 4:45 4:50 4:55 4:45 4:45 4:45 4:45 Perry Nuclear Power Plant Evacuation Time Estimate M-4 KLD Engineering, P.C.

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M.4 Effects on the ETE of Implementing Suggested TCP A sensitivity Study was conducted to determine the effect on ETE if the intersection of US Route 20 (US-20) and State Route 45 (SR-45) in Ashtabula County is manned as a mandatory traffic control point during an evacuation.

This was identified in Section 7.3 as one of the last intersections to clear of congestion, and identified as a recommended TCP in Appendix G. This sensitivity study assumes that two lanes continue to flow eastbound along US-20 (rather than allowing a left turn lane to service SR-45 northbound - See Appendix G for more info). The case considered was scenario 1, region R03; a summer, midweek, midday, good weather evacuation for the entire EPZ.

As noted in Section 7.3, the EPZ clears of congestion prior to the end of trip-generation (mobilization) time. Therefore, implementation of this TCP does not have an impact on ETE (see Table M.4).

Although the ETE were unaffected, the level of traffic congestion at this intersection improved considerably. As discussed in Section 7.3, the intersection was operating at LOS F for most of the evacuation. The intersection performs at LOS C, or better, over the course of the evacuation for this sensitivity study.

Table M-4. Evacuation Time Estimates for the Implementation of Suggested TCP Evcato Tim Esimt fo nir Cas (Senri

1) go h Pecntl lothPretl Base Case 2:55 4:45 TCP Study 2:55 4:45 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 1.0 Introduction

a. The emergency planning zone (EPZ) and surrounding area Yes Section 1 should be described.

b. A map should be included that identifies primary features Yes Figure 1-1 of the site, including major roadways, significant topographical features, boundaries of counties, and population centers within the EPZ.

c.

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

1.1 Approach

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

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

Section 3

c.

Discussion should be presented on use of traffic control Yes Section 1.3, Section 2.2, Section 9, plans in the analysis.

Appendix G

d. Traffic simulation models used for the analyses should be Yes Section 1.3, Table 1-3, Appendix B, identified by name and version.

Appendix C Perry Nuclear Power Plant Evacuation Time Estimate N-1 KLD Engineering, P.C.

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R Reie Crtei Crtro Adrese Comments

e. Methods used to address data uncertainties should be described.

Yes Section 3 - avoid double counting Section 5, Appendix F - 4% sampling error at 95% confidence interval for telephone survey 1.2 Assumptions

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

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

1.3 Scenario Development

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

1.3.1 Staged Evacuation

a.

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

1.4 Evacuation Planning Areas

a.

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

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

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NRC Review Criteria Criterion Addressed Comments in ETE Analysis

c.

A table similar to Table 1-4, "Evacuation Areas for a Staged 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.

Yes Table 7-5 2.0 Demand Estimation

a. Demand estimation should be developed for the four Yes Permanent residents, employees, population groups, including permanent residents of the transients - Section 3, Appendix E EPZ, transients, special facilities, and schools.

Special facilities, schools - Section 8, Appendix E 2.1 Permanent Residents and Transient Population

a. The US Census should be the source of the population Yes Section 3.1 values, or another credible source should be provided.

b. Population values should be adjusted as necessary for Yes 2010 used as the base year for analysis. No growth to reflect population estimates to the year of the growth of population necessary.

ETE.

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

2.1.1 Permanent Residents with Vehicles

a. The persons per vehicle value should be between I and 2 Yes 1.83 persons per vehicle - Table 1-3 or justification should be provided for other values.

b. Major employers should be listed.

Yes Appendix E -Table E-3 2.1.2 Transient Population Perry Nuclear Power Plant N-3 KLD Engineering, P.C.

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SReie Crtei Crtro Addesse Coment

a. A list of facilities which attract transient populations 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.

Yes Sections 3.3, 3.4, Appendix E

b. The average population during the season should be used, Yes Tables 3-4, 3-5 and Appendix E itemize the itemized and totaled for each scenario.

transient population and employee estimates. These estimates are multiplied by the scenario specific percentages provided in Table 6-3 to estimate transient population by scenario.

c. The percent of permanent residents assumed to be at Yes Sections 3.3, 3.4 facilities should be estimated.

d. The number of people per vehicle should be provided.

Yes Sections 3.3, 3.4 Numbers may vary by scenario, and if so, discussion on why values vary should be provided.

e. A sector diagram should be included, similar to Figure 2-1 Yes Figure 3 transients of NUREG/CR-7002, showing the population distribution Figure 3 employees for the transient population.

2.2 Transit Dependent Permanent Residents

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

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

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

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NRC Review Criteria Criterion Addressed Comments in ETE Analysis

d. The methodology used to determine the number of 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.

Yes Section 8.5

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 Section 8.4 - page 8-6 ambulances, or other transport needed to support Table 8-5 evacuation should be provided and the quantification of resources should be detailed enough to assure double counting has not occurred.

2.3 Special Facility Residents

a. A list of special facilities, including the type of facility, Yes Appendix E, Tables E-1, E list facilities, location, and average population should be provided, type, location, and population Special facility staff should be included in the total special Tables 8-2, 8 population data facility population.

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

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c. The number of wheelchair and bed-bound individuals should be provided.

Yes Tables 8-4, E-2

d. An estimate of the number and capacity of vehicles Yes Section 8.3 needed to support the evacuation of the facility should be Tables 8-4, 8-5 provided.

e. The logistics for mobilizing specially trained staff (e.g.,

Yes Section 8.4 medical support or security support for prisons, jails, and other correctional facilities) should be discussed when appropriate.

2.4 Schools

a. A list of schools including name, location, student Yes 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 and Figure 8-1 discuss the potential for a multiple wave evacuation 2.5.1 Special Events Perry Nuclear Power Plant Evacuation Time Estimate N-6 KLD Engineering, P.C.

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NRC Review Criteria Criterion Addressed Comments in ETE Analysis

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

Yes Section 3.7

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 Figures 2-1, 7-1 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 Pass Through Traffic

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

Section 6 Table 6-3

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

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NC Reie Crtei Crteio AdrseCm et 2.6 Summary of Demand Estimation

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

3.0 Roadway Capacity

a. The method(s) used to assess roadway capacity should be Yes T

Section 4 discussed.

3.1 Roadway Characteristics

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

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

c.

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

d. Calculations for a representative roadway segment should Yes Section 4 be provided.

e. A legible map of the roadway system that identifies node Yes Appendix K, Figures K-1 through K-36 numbers and segments used to develop the ETE should be present the entire link-node analysis provided and should be similar to Figure 3-1, "Roadway network at a scale suitable to identify all Network Identifying Nodes and Segments," of NUREG/CR-links and nodes 7002.

3.2 Capacity Analysis Perry Nuclear Power Plant Evacuation Time Estimate N-8 KLD Engineering, P.C.

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NRC Review Criteria Criterion Addressed Comments in ETE Analysis

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

Yes Section 4

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

3.3 Intersection Control

a.

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

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

c.

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

used in the calculations.

3.4 Adverse Weather

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

(page 5-10)

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

values.

c. The study identifies assumptions for snow removal on Yes Section 5.3 - page 5-10 streets and driveways, when applicable.

Appendix F - Section F.3.3 N-9 KLD Engineering, P.c.

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NR Reie Crtei Crtro Adrse Comments 4.0 Development of Evacuation Times 4.1 Trip Generation Time

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

b. When telephone surveys are used, the scope of the Yes Appendix F survey, area of survey, number of participants, and statistical relevance should be provided.

c.

Data obtained from telephone surveys should be Yes Appendix F summarized.

d. The trip generation time for each population group should Yes Section 5, Appendix F be developed from site specific information.

4.1.1 Permanent Residents and Transient Population

a. Permanent residents are assumed to evacuate from their Yes Section 5 discusses trip generation for homes but are not assumed to be at home at all times.

households with and without returning Trip generation time includes the assumption that a commuters. Table 6-3 presents the percentage of residents will need to return home prior to percentage of households with returning evacuating.

commuters and the percentage of households either without returning commuters or with no commuters.

Appendix F presents the percent households who will await the return of commuters.

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NRC Review Criteria Criterion Addressed Comments I

in ETE Analysis

b. Discussion should be provided on the time and method 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.

Yes Section 5.4.3

c. The trip generation time accounts for transients Yes Section 5, Figure 5-1 potentially returning to hotels prior to evacuating.

d. Effect of public transportation resources used during Yes The vehicle demand for special events special events where a large number of transients should includes the presence of transit buses as be expected should be considered.

well as private autos. Transit utilization was modeled using a bus equivalency factor: 1 bus is equivalent to 2 vehicles.

See Table 6-4.

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

4.1.2 Transit Dependent Residents

a. If available, existing plans and bus routes should be used Yes Section 8.4 - page 8-7. Pre-established bus in the ETE analysis. If new plans should be developed with routes do not exist. Pickup points are the ETE, they have been agreed upon by the responsible identified in the county plans. These points authorities.

were used to develop basic routes for the ETE analysis - see Figure 8-2, Table 8-10.

b. Discussion should be included on the means of evacuating Yes Section 8.5 ambulatory and non-ambulatory residents.

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

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NRC Review Criteria Criterion Addressed Comments in ETE Analysis

d. Logistical details, such as the time to obtain buses, brief drivers, and initiate the bus route should be provided.

Yes Section 8.4, Figure 8-1

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 passengers should be discussed.

g.

A map of bus routes should be included.

Yes Figure 8-2

h. The trip generation time for non-ambulatory persons Yes Section 8.5 includes the time to mobilize ambulances or special vehicles, time to drive to the home of residents, loading time, and time to drive out of the EPZ should be provided.

i.

Information should be provided to supports analysis of Yes Sections 8.4, 8.5 return trips, if necessary.

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

a. Information on evacuation logistics and mobilization times Yes Section 8-4, Tables 8-6 through 8-9, 8-11 should be provided, through 8-13

b. Discussion should be provided on the inbound and Yes Sections 8.4.

outbound speeds.

c. The number of wheelchair and bed-bounds individuals Yes Tables 8-4, 8-5 should be provided, and the logistics of evacuating these residents should be discussed.

d. Time for loading of residents should be provided Yes Section 8.4 Perry Nuclear Power Plant Evacuation Time Estimate N-12 KLD Engineering, P.C.

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NRC Review Criteria Criterion Addressed Comments in ETE Analysis

e. Information should be provided that indicates whether the evacuation can be completed in a single trip or if additional trips should be needed.

Yes Section 8.4, Table 8-5

f. If return trips should be needed, the destination of Yes Section 8.4 vehicles should be provided.

g. Discussion should be provided on whether special facility Yes Section 8.4 residents are expected to pass through the reception center prior to being evacuated to their final destination.

h. Supporting information should be provided to quantify the Yes Section 8.4. Tables 8-11 through 8-13.

time elements for the return trips.

4.1.4 Schools

a. Information on evacuation logistics and mobilization time Yes Section 8.4 should be provided.

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

8-6.

School bus speeds are presented in Tables 8-7 (good weather), 8-8 (rain), and 8-9 (snow or ice if applicable). Outbound speeds are defined as the minimum of the evacuation route speed and the State school bus speed limit.

Inbound speeds are limited to the State school bus speed limit.

c. Time for loading of students should be provided.

Yes Tables 8-7 through 8-9, Discussion in Section 8.4 Perry Nuclear Power Plant Evacuation Time Estimate N-13 KLD Engineering, P.C.

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NRC Review Criteria Criterion Addressed Comments in ETE Analysis

d. Information should be provided that indicates whether the evacuation can be completed in a single trip or if additional trips are needed.

Yes Section 8.4 - page 8-6

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

f.

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

evacuated to their final destination.

g. Supporting information should be provided to quantify the Yes Return trips are not needed. Tables 8-7 time elements for the return trips.

through 8-9 provide time needed to arrive at care center, which could be used to compute a second wave evacuation if necessary 4.2 ETE Modeling

a. General information about the model should be provided Yes DYNEV II (Ver. 4.0.0.0). Section 1.3, Table and demonstrates its use in ETE studies.

1-3, Appendix B, Appendix C.

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

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

4.2.1 Traffic Simulation Model Input Perry Nuclear Power Plant Evacuation Time Estimate N-14 KLD Engineering, P.C.

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Reie Crtei Crtro Addesse Com ens

a. Traffic simulation model assumptions and a representative set of model inputs should be provided.

Yes Appendices B and C describe the simulation model assumptions and algorithms Table J-2

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

4.2.2 Traffic Simulation Model Output

a.

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

b. The minimum following model outputs should be provided Yes

1. Table J-5.

to support review:

2. Table J-3.

1. Total volume and percent by hour at each EPZ exit

3. Table J-1.

node.

4. Table J-3.

2. Network wide average travel time.

5.

Figures J-1 through J-14 (one plot

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

highest traffic volume.

6. Table J-4. Network wide average

4. Total vehicles exiting the network.

speed also provided in Table J-3.

5.

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

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

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NRC Review Criteria Criterion Addressed Comments in ETE Analysis

c.

Color coded roadway maps should be provided for various 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.

Yes Figures 7-3 through 7-8 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 0th percentile ETE for general public

c.

Tables should be provided for the 90 and 100 percent ETEs Yes Tables 7-3, 7-4 similar to Table 4-3, "ETEs for Staged Evacuation Keyhole,"

of NUREG/CR-7002.

d.

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

Tables 8-11 through 8-13 5.0 Other Considerations 5.1 Development of Traffic Control Plans

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

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

Yes Appendix G 5.2 Enhancements in Evacuation Time

a. The results of assessments for improvement of evacuation Yes Sections 7, 8, 9, 11, and 12 time should be provided.

Appendices G and M

b.

A statement or discussion regarding presentation of Yes Results of the ETE study were formally enhancements to local authorities should be provided.

presented to local authorities at the final project meeting. Recommended enhancements were discussed.

5.3 State and Local Review

a.

A list of agencies contacted and the extent of interaction Yes Table 1-1 with these agencies should be discussed.

b. Information should be provided on any unresolved issues Yes There are no unresolved issues. All issues that may affect the ETE.

raised by stakeholders at both the project kickoff meetings and the final meeting have been addressed and incorporated in this final report.

5.4 Reviews and Updates

a.

A discussion of when an updated ETE analysis is required Yes

/ Appendix M, Section M.3 to be performed and submitted to the NRC.

5.5 Reception Centers and Congregate Care Center

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

b. If return trips are required, assumptions used to estimate Yes Section 8.4 discusses a multi-wave return times for buses should be provided.

evacuation procedure. Figure 8-1 Perry Nuclear Power Plant Evacuation Time Estimate N-17 KLD Engineering, P.C.

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NRC Review Criteria Criterion Addressed Comments in ETE Analysis C.

It should be clearly stated if it is assumed that passengers are left at the reception center and are taken by separate buses to the congregate care center.

Yes Section 2.3-Assumption 7h Section 10 Technical Reviewer Supervisory Review Date Date Perry Nuclear Power Plant Evacuation Time Estimate N-18 KLD Engineering, P.C.

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