RA-14-033, TR-629, Rev. 0, Oyster Creek Generating Station, Development of Evacuation Time Estimates, Final Report. Page K-41 Through End

TR-629, Rev. 0, Oyster Creek Generating Station, Development of Evacuation Time Estimates, Final Report. Page K-41 Through End

ML14101A181
Person / Time
Site:	Oyster Creek
Issue date:	03/20/2014
From:	KLD Engineering, PC
To:	Exelon Generation Co, NRC/FSME, Office of Nuclear Material Safety and Safeguards, Office of Nuclear Reactor Regulation
References
RA-14-033, TMI-14-048 TR-629, Rev 0
Download: ML14101A181 (132)

Text

RPA~5 2 5N'ii 39-I M I>0 7 A I Ave Ift-d OCGS .2,5,10,15 Mile Rings* Node Water-, Unk on Index Grid I ,Shadow Region ERPA Oyster Creek Generating Station Evacuation Time Estimate Link-Node Analysis Network Figures Grid 39 0 0.5 1 Miles Figure K-40. Link-Node Analysis Network -Grid 39 Oyster Creek Generating Station K-41 KILD Engineering, P.C.Evacuation Time Estimate Rev. 0 I 287 2 0S tLegd* OCGS :-% 2,5, 10,.15 Mile Rings e Node Water-o-I Link L I.J ndex Grid Shadow Region ; ERPA Oyster Creek Generating Station Evacuation Time Estimate Link-Node Analysis Network Figures I SGrid 40 0 0.5 1 Miles Figure K-41. Link-Node Analysis Network -Grid 40 Oyster Creek Generating Station Evacuation Time Estimate K-42 KLD Engineering, P.C.Rev. 0 Figure K-42. Link-Node Analysis Network -Grid 41 Oyster Creek Generating Station Evacuation Time Estimate K-43 KLD Engineering, P.C.Rev. 0 ERPA 11'N N N~ ~23 Walay 21-~ C edar Lfl S~', o#/ ,$'~, &Oyster Creek Generating Station Evacuation Time Estimate Link-Node Analysis Network Figures Grid 42 0 0.25 0.5 Miles Figure K-43. Link-Node Analysis Network -Grid 42 Oyster Creek Generating Station Evacuation Time Estimate K-44 KLD Engineering, P.C.Rev. 0 Figure K-44. Link-Node Analysis Network -Grid 43 Oyster Creek Generating Station Evacuation Time Estimate K-45 KLD Engineering, P.C.Rev. 0 a'~ 7/Ki'4>6%.'>4'~0 137 G r id'44 Dr Oyster Creek Generating Station Evacuation Time Estimate Link-Node Analysis Network Figures 0 0.25 0.5 Miles Grid 44 Figure K-45. Link-Node Analysis Network -Grid 44 Oyster Creek Generating Station Evacuation Time Estimate K-46 KLD Engineering, P.C.Rev. 0 C".odIJn ,CA~ /----- ------ --- ---- ----- --- ---Gri 45----I. O 2,5,1,15 ile Rngs im Oysti aer Cree k -N d Ge neat ying S etat on k Evac uatio* Node Water1-bo, Link LIindex Grid 1 K .QGrid 45 Shado Reio2V!RP 0 0.25 0.5 S h a d, , , , =! , [ a... ..--M il e Figure K-46. Link-Node Analysis Network -Grid 45 Oyster Creek Generating Station K-47 KLD Engineering, P.C.Evacuation Time Estimate Rev. 0 4 /Beach Ave Qf S318ftOaA.

G (r i d o46 0 0 0 0 0 IL 0-44 Oyster Creek Generating Station Evacuation Time Estimate Link-Node Analysis Network Figures 0 0.25 0.5 Miles Grid 46 U.,.OOpEWWOI FOAl 2012 Figure K-47. Link-Node Analysis Network -Grid 46 K-48 KLD Engineering, P.C.Oyster Creek Generating Station Evacuation Time Estimate K-48 KLD Engineering, P.C.Rev. 0

/C/ 27/1'30 Ir;o_lu Leegnd OCGS -2, 5, 10, 15 Mile Rings* Node Water-1f, Unk L- Index Grid Shadow Region ERPA Oyster Creek Generating Station Evacuation Time Estimate Link-Node Analysis Network Figures Grid 47 0 0.25 0.5ýMites ~ Cp .sZm i ....Figure K-48. Link-Node Analysis Network -Grid 47 Oyster Creek Generating Station Evacuation Time Estimate K-49 KLD Engineering, P.C.Rev. 0 Oyster Creek Generating Station Evacuation Time Estimate Link-Node Analysis Network Figures I Legend OCGS N 2, 5,10,15 Mile Rings* Node Water-0., Unk -i Index Grid j Shadow Region Q ERPA 0 0.;2.i Mileselb EI O Figure K-49. Link-Node Analysis Network -Grid 48 Oyster Creek Generating Station Evacuation Time Estimate K-50 KLD Engineering, P.C.Rev. 0 K J9~n,205 0 Legend* OCGS .7 2,5, 10, 15 Mile Rings* Node Water-0, Unk .j index Grid Shadow Region Q ERPA Oyster Creek Generating Station Evacuation Time Estimate Link-Node Analysis Network Figures iGrid 49 0 0.25 0.5 IMMKýMile, ~~Figure K-50. Link-Node Analysis Network -Grid 49 Oyster Creek Generating Station Evacuation Time Estimate K-51 KLD Engineering, P.C.Rev. 0 H lftend* OCGS 2, 5.10, 15 Mile Rings a Node Water--I0' Unk L.-i Index Grid Shadow Region E hRPA Oyster Creek Generating Station Evacuation Time Estimate Link-Node Analysis Network Figures Grid 50 0 0.25 0.5 Miles Figure K-51. Link-Node Analysis Network -Grid 50 Oyster Creek Generating Station Evacuation Time Estimate K-52 KLD Engineering, P.C.Rev. 0 1~~1~ /,~ ~b'~* '~/c~4 L.ekto_ý d/ ~YRd D3 Oyster Creek Generating Station Evacuation Time Estimate Link-Node Analysis Network Figures 0 0.5 1 Miles Grid 51 Figure K-52. Link-Node Analysis Network -Grid 51 Oyster Creek Generating Station Evacuation Time Estimate K-53 KLD Engineering, P.C.Rev. 0 Oyster Creek Generating Station Evacuation Time Estimate Link-Node Analysis Network Figures 2, 5,10, 15 Mile Rins Water]-_ index Grid ERPA 0 0.5 1 Miles Grid 52 Figure K-53. Link-Node Analysis Network -Grid 52 Oyster Creek Generating Station Evacuation Time Estimate K-54 KLD Engineering, P.C.Rev. 0 ie d it I tLegnd* OCGS 2', 2 5,10 15 e Node Water-D' Unk I.j Index Grid Shadow Region 10 ERPA Keyrnap F71 Mile Rings Oyster Creek Generating Station Evacuation Time Estimate Link-Node Analysis Network Figures Grid 53 0 0.5 1 Miles f~~CWth n a .....Figure K-54. Link-Node Analysis Network -Grid 53 Oyster Creek Generating Station Evacuation Time Estimate K-55 KLD Engineering, P.C.Rev. 0 Oyster Creek Generating Station Evacuation Time Estimate Link-Node Analysis Network Figures 2, 5,10,15 Mile Rings Water-3 Index Grid ERPA Figure K-55. Link-Node Analysis Network -Grid 54 Oyster Creek Generating Station Evacuation Time Estimate K-56 KLD Engineering, P.C.Rev. 0 Table K-1. Evacuation Roadway Network Characteristics 1 1 128 ROUTE 9 COLLECTOR 391 1 12 4 1700 40 52 2 3 4 GARDEN STATE PARKWAY FREEWAY 4073 2 12 11 2250 75 51 3 4 3 GARDEN STATE PARKWAY FREEWAY 4075 2 12 11 2250 75 51 4 4 5 GARDEN STATE PARKWAY FREEWAY 696 2 12 11 2250 75 51 5 5 4 GARDEN STATE PARKWAY FREEWAY 696 2 12 11 2250 75 51 6 5 6 GARDEN STATE PARKWAY FREEWAY 2599 2 12 11 2250 75 51 7 6 5 GARDEN STATE PARKWAY FREEWAY 2599 2 12 11 2250 75 51 8 6 7 GARDEN STATE PARKWAY FREEWAY 5031 2 12 11 2250 75 51 9 7 6 GARDEN STATE PARKWAY FREEWAY 5031 2 12 11 2250 75 51 10 7 8 GARDEN STATE PARKWAY FREEWAY 6669 3 12 11 2250 75 51 11 8 7 GARDEN STATE PARKWAY FREEWAY 6774 3 12 11 2250 75 51 GARDEN STATE PARKWAY 12 8 9 TOLL PLAZA FREEWAY 1258 3 12 11 1900 40 51 13 9 8 GARDEN STATE PARKWAY FREEWAY 1258 3 12 11 2250 75 51 14 9 10 GARDEN STATE PARKWAY FREEWAY 5342 3 12 11 2250 75 52 15 10 11 GARDEN STATE PARKWAY FREEWAY 5060 3 12 11 2250 75 52 16 11 12 GARDEN STATE PARKWAY FREEWAY 3103 3 12 11 2250 75 41 17 12 13 GARDEN STATE PARKWAY FREEWAY 2965 3 12 11 2250 75 41 18 13 14 GARDEN STATE PARKWAY FREEWAY 2539 3 12 11 2250 75 41 19 14 15 GARDEN STATE PARKWAY FREEWAY 2521 3 12 11 2250 75 41 20 15 16 GARDEN STATE PARKWAY FREEWAY 3037 3 12 11 2250 75 41 21 16 17 GARDEN STATE PARKWAY FREEWAY 1291 3 12 11 2250 75 41 22 17 18 GARDEN STATE PARKWAY FREEWAY 1399 3 12 11 2250 75 41 GSP OFF RAMP ONTO 23 17 440 ROUTE 539 FREEWAY RAMP 708 1 12 4 1700 45 41 Oyster Creek Generating Station Evacuation Time Estimate K-57 KLD Engineering, P.C.Rev. 0 24 18 19 GARDEN STATE PARKWAY FREEWAY 4208 3 12 11 2250 75 41 25 19 20 GARDEN STATE PARKWAY FREEWAY 1697 3 12 11 2250 75 44 26 20 21 GARDEN STATE PARKWAY FREEWAY 4381 3 12 11 2250 75 44 27 21 22 GARDEN STATE PARKWAY FREEWAY 2506 3 12 11 2250 75 42 28 22 23 GARDEN STATE PARKWAY FREEWAY 3455 3 12 11 2250 75 42 29 23 24 GARDEN STATE PARKWAY FREEWAY 7047 3 12 11 2250 75 42 30 24 25 GARDEN STATE PARKWAY FREEWAY 1748 3 12 11 2250 75 37 31 25 105 GARDEN STATE PARKWAY FREEWAY 2255 3 12 11 2250 75 37 32 26 27 GARDEN STATE PARKWAY FREEWAY 2606 3 12 11 2250 75 38 33 27 28 GARDEN STATE PARKWAY FREEWAY 3069 3 12 11 2250 75 38 34 28 29 GARDEN STATE PARKWAY FREEWAY 4016 3 12 11 2250 75 38 35 29 30 GARDEN STATE PARKWAY FREEWAY 2875 3 12 11 2250 75 36 36 30 31 GARDEN STATE PARKWAY FREEWAY 2948 3 12 11 2250 75 36 37 31 1116 GARDEN STATE PARKWAY FREEWAY 1464 3 12 11 2250 75 36 38 32 33 GARDEN STATE PARKWAY FREEWAY 2563 3 12 11 2250 75 36 39 33 34 GARDEN STATE PARKWAY FREEWAY 2179 3 12 11 2250 75 36 40 34 82 GARDEN STATE PARKWAY FREEWAY 3584 3 12 11 2250 75 36 41 34 106 GARDEN STATE PARKWAY FREEWAY 931 3 12 11 2250 75 31 42 35 1006 GARDEN STATE PARKWAY FREEWAY 5323 3 12 11 2250 75 31 43 36 37 GARDEN STATE PARKWAY FREEWAY 5161 3 12 11 2250 75 32 44 37 38 GARDEN STATE PARKWAY FREEWAY 2155 3 12 11 2250 75 32 45 38 39 GARDEN STATE PARKWAY FREEWAY 2483 3 12 11 2250 75 32 46 39 40 GARDEN STATE PARKWAY FREEWAY 3679 3 12 11 2250 75 32 47 40 41 GARDEN STATE PARKWAY FREEWAY 2529 3 12 11 2250 75 32 48 41 42 GARDEN STATE PARKWAY FREEWAY 5348 3 12 11 2250 75 32 49 42 43 GARDEN STATE PARKWAY FREEWAY 3456 3 12 11 2250 75 26 Oyster Creek Generating Station Evacuation Time Estimate K-58 KLD Engineering, P.C.Rev. 0 50 43 44 GARDEN STATE PARKWAY FREEWAY 1693 3 12 11 2250 75 26 51 43 74 GARDEN STATE PARKWAY FREEWAY 3435 3 12 11 2250 75 26 GSP OFF RAMP TO LACY 52 43 579 RD FREEWAY RAMP 985 1 12 4 1750 45 26 53 44 43 GARDEN STATE PARKWAY FREEWAY 1693 3 12 11 2250 75 26 54 44 45 GARDEN STATE PARKWAY FREEWAY 5061 3 12 11 2250 75 26 55 45 46 GARDEN STATE PARKWAY FREEWAY 4221 3 12 11 2250 75 24 56 46 47 GARDEN STATE PARKWAY FREEWAY 2024 3 12 11 2250 75 24 GSP OFF RAMP TO FOREST 57 46 661 HILLS PKWY FREEWAY RAMP 778 1 12 4 1750 45 24 58 47 48 GARDEN STATE PARKWAY FREEWAY 2935 3 12 11 2250 75 24 59 48 49 GARDEN STATE PARKWAY FREEWAY 5079 3 12 11 2250 75 24 60 48 71 GARDEN STATE PARKWAY FREEWAY 2265 3 12 11 2250 75 24 61 49 48 GARDEN STATE PARKWAY FREEWAY 5088 3 12 11 2250 75 24 62 49 50 GARDEN STATE PARKWAY FREEWAY 7824 3 12 11 2250 75 15 63 50 49 GARDEN STATE PARKWAY FREEWAY 7820 3 12 11 2250 75 15 64 50 1008 GARDEN STATE PARKWAY FREEWAY 985 3 12 11 2250 75 15 65 51 52 GARDEN STATE PARKWAY FREEWAY 4436 3 12 11 2250 75 15 66 51 1008 GARDEN STATE PARKWAY FREEWAY 773 3 12 11 2250 75 15 67 52 51 GARDEN STATE PARKWAY FREEWAY 4436 3 12 11 2250 75 15 68 52 53 GARDEN STATE PARKWAY FREEWAY 2527 3 12 11 2250 75 13 GSP OFF RAMP TO 69 52 857 LAKEHURST RD FREEWAY RAMP 872 1 12 4 1750 30 13 70 53 52 GARDEN STATE PARKWAY FREEWAY 2526 3 12 11 2250 75 13 71 53 54 GARDEN STATE PARKWAY FREEWAY 642 3 12 11 2250 75 13 72 54 53 GARDEN STATE PARKWAY FREEWAY 642 3 12 11 2250 75 13 73 54 55 GARDEN STATE PARKWAY FREEWAY 664 3 12 11 2250 75 13 Oyster Creek Generating Station Evacuation Time Estimate K-59 KLD Engineering, P.C.Rev. 0 74 55 54 GARDEN STATE PARKWAY FREEWAY 664 3 12 11 2250 75 13 75 55 56 GARDEN STATE PARKWAY FREEWAY 5145 3 12 11 2250 75 13 76 56 55 GARDEN STATE PARKWAY FREEWAY 5145 3 12 11 2250 75 13 77 56 57 GARDEN STATE PARKWAY FREEWAY 1566 3 12 11 2250 75 13 78 57 1010 GARDEN STATE PARKWAY FREEWAY 1824 3 12 11 2250 75 13 79 58 59 GARDEN STATE PARKWAY FREEWAY 2768 3 12 11 2250 75 7 80 58 70 GARDEN STATE PARKWAY FREEWAY 2005 3 12 11 2250 75 13 81 59 58 GARDEN STATE PARKWAY FREEWAY 2768 3 12 11 2250 75 7 82 59 60 GARDEN STATE PARKWAY FREEWAY 3727 3 12 11 2250 75 7 83 60 59 GARDEN STATE PARKWAY FREEWAY 3730 3 12 11 2250 75 7 84 60 61 GARDEN STATE PARKWAY FREEWAY 7507 3 12 11 2250 75 7 85 61 60 GARDEN STATE PARKWAY FREEWAY 7499 3 12 11 2250 75 7 86 61 69 GARDEN STATE PARKWAY FREEWAY 2511 3 12 11 2250 75 8 87 62 63 GARDEN STATE PARKWAY FREEWAY 5666 3 12 11 2250 75 6 88 63 64 GARDEN STATE PARKWAY FREEWAY 4558 3 12 11 2250 75 6 89 64 1238 GARDEN STATE PARKWAY FREEWAY 555 3 12 11 2250 75 1 90 65 1238 GARDEN STATE PARKWAY FREEWAY 4525 3 12 11 2250 75 1 91 66 1011 GARDEN STATE PARKWAY FREEWAY 2890 3 12 11 2250 75 6 92 67 68 GARDEN STATE PARKWAY FREEWAY 5651 3 12 11 2250 75 6 93 68 69 GARDEN STATE PARKWAY FREEWAY 4138 3 12 11 2250 75 6 94 69 61 GARDEN STATE PARKWAY FREEWAY 2511 3 12 11 2250 75 8 95 69 62 GARDEN STATE PARKWAY FREEWAY 4052 3 12 11 2250 75 6 96 70 56 GARDEN STATE PARKWAY FREEWAY 2130 3 12 11 2250 75 13 97 71 72 GARDEN STATE PARKWAY FREEWAY 3547 3 12 11 2250 75 24 98 72 73 GARDEN STATE PARKWAY FREEWAY 4484 3 12 11 2250 75 26 99 73 44 GARDEN STATE PARKWAY FREEWAY 3847 3 12 11 2250 75 26 100 74 75 GARDEN STATE PARKWAY FREEWAY 4938 3 12 11 2250 75 32 Oyster Creek Generating Station Evacuation Time Estimate K-60 KLD Engineering, P.C.Rev. 0 101 75 76 GARDEN STATE PARKWAY FREEWAY 234U 12 11 225U /b j, 102 76 77 GARDEN STATE PARKWAY FREEWAY 4255 3 12 11 2250 75 32 103 77 78 GARDEN STATE PARKWAY FREEWAY 2288 3 12 11 2250 75 32 104 78 79 GARDEN STATE PARKWAY FREEWAY 3554 3 12 11 2250 75 32 105 79 80 GARDEN STATE PARKWAY FREEWAY 1473 3 12 11 2250 75 31 106 80 81 GARDEN STATE PARKWAY FREEWAY 3388 3 12 11 2250 75 31 107 81 106 GARDEN STATE PARKWAY FREEWAY 6538 3 12 11 2250 75 31 108 82 83 GARDEN STATE PARKWAY FREEWAY 1794 3 12 11 2250 75 36 109 83 488 GARDEN STATE PARKWAY FREEWAY 1264 3 12 11 2250 75 36 GSP OFF RAMP ONTO 110 83 489 ROUTE 554 FREEWAY RAMP 1406 1 12 4 1750 30 36 111 84 85 GARDEN STATE PARKWAY FREEWAY 4980 3 12 11 2250 75 36 112 85 86 GARDEN STATE PARKWAY FREEWAY 2367 3 12 11 2250 75 38 113 86 87 GARDEN STATE PARKWAY FREEWAY 2526 3 12 11 2250 75 38 114 87 88 GARDEN STATE PARKWAY FREEWAY 2618 3 12 11 2250 75 38 115 88 89 GARDEN STATE PARKWAY FREEWAY 2943 3 12 11 2250 75 38 116 89 1106 GARDEN STATE PARKWAY FREEWAY 957 3 12 11 2250 75 38 117 90 91 GARDEN STATE PARKWAY FREEWAY 2186 3 12 11 2250 75 37 118 91 92 GARDEN STATE PARKWAY FREEWAY 2921 3 12 11 2250 75 37 119 92 104 GARDEN STATE PARKWAY FREEWAY 4864 3 12 11 2250 75 42 120 93 94 GARDEN STATE PARKWAY FREEWAY 3589 3 12 11 2250 75 42 121 94 95 GARDEN STATE PARKWAY FREEWAY 4859 3 12 11 2250 75 44 122 95 96 GARDEN STATE PARKWAY FREEWAY 2940 3 12 11 2250 75 41 123 96 1121 GARDEN STATE PARKWAY FREEWAY 2081 3 12 11 2250 75 41 124 97 98 GARDEN STATE PARKWAY FREEWAY 2494 3 12 11 2250 75 41 125 98 99 GARDEN STATE PARKWAY FREEWAY 4812 3 12 11 2250 75 41 126 99 100 GARDEN STATE PARKWAY FREEWAY 2666 3 12 11 2250 75 41 Oyster Creek Generating Station Evacuation Time Estimate K-61 KLD Engineering, P.C.Rev. 0 11/ iUU lUl GARLEN SIATE PARKWAY FREEWAY Z/Ib S lz 11 225U /b 41 128 101 102 GARDEN STATE PARKWAY FREEWAY 4999 3 12 11 2250 75 52 129 102 103 GARDEN STATE PARKWAY FREEWAY 3063 3 12 11 2250 75 52 130 103 9 GARDEN STATE PARKWAY FREEWAY 5337 3 12 11 2250 75 52 131 104 93 GARDEN STATE PARKWAY FREEWAY 3513 3 12 11 2250 75 42 132 105 26 GARDEN STATE PARKWAY FREEWAY 1845 3 12 11 2250 75 38 133 106 34 GARDEN STATE PARKWAY FREEWAY 922 3 12 11 2250 75 31 134 106 35 GARDEN STATE PARKWAY FREEWAY 1189 3 12 11 2250 75 31 135 107 4 GSPSBON RAMP FROM FREEWAY RAMP 601 1 12 4 1700 45 51 ROUTE 9 SB 136 108 107 ROUTE 9 COLLECTOR 1143 1 12 4 1700 50 51 137 109 108 ROUTE 9 COLLECTOR 1262 1 12 4 1700 50 51 138 110 109 ROUTE 9 COLLECTOR 896 1 12 4 1700 50 51 139 111 110 ROUTE 9 COLLECTOR 1670 1 12 4 1700 50 51 140 112 111 ROUTE 9 COLLECTOR 2282 1 12 4 1700 50 51 141 113 112 ROUTE 9 COLLECTOR 1635 1 12 4 1700 50 51 142 114 113 ROUTE 9 COLLECTOR 1726 1 12 4 1700 50 51 143 115 114 ROUTE 9 COLLECTOR 4126 1 12 4 1700 50 51 144 116 115 ROUTE 9 COLLECTOR 4087 1 12 4 1700 50 52 145 117 116 ROUTE 9 COLLECTOR 1929 1 12 4 1700 50 52 146 118 117 ROUTE 9 COLLECTOR 2275 1 12 4 1700 50 52 147 119 118 ROUTE 9 COLLECTOR 1720 1 12 4 1700 50 52 148 120 119 ROUTE 9 COLLECTOR 2177 1 12 4 1700 50 52 149 121 120 ROUTE 9 COLLECTOR 830 1 12 4 1750 50 52 150 122 121 ROUTE 9 COLLECTOR 3310 1 12 4 1700 50 52 151 123 122 ROUTE 9 COLLECTOR 1490 1 12 4 1700 50 52 152 124 123 ROUTE 9 COLLECTOR 1007 1 12 4 1700 50 52 Oyster Creek Generating Station Evacuation Time Estimate K-62 KLD Engineering, P.C.Rev. 0 153 125 124 ROUTE 9 COLLECTOR 1634 1 12 4 1700 50 52 154 126 125 ROUTE 9 COLLECTOR 580 1 12 4 1700 50 52 155 127 126 ROUTE 9 COLLECTOR 1902 1 12 4 1750 40 52 156 128 1069 ROUTE 9 COLLECTOR 931 1 12 4 1750 40 52 157 129 1 ROUTE 9 COLLECTOR 855 1 12 4 1750 40 52 158 130 129 ROUTE 9 COLLECTOR 1814 1 12 4 1700 40 52 159 131 130 ROUTE 9 COLLECTOR 1575 1 12 4 1700 40 52 160 132 131 ROUTE 9 COLLECTOR 2605 1 12 4 1700 40 53 161 133 132 ROUTE 9 COLLECTOR 1875 1 12 4 1700 45 53 162 134 133 ROUTE 9 COLLECTOR 1872 1 12 4 1700 45 53 163 135 134 ROUTE 9 COLLECTOR 2661 1 12 4 1700 45 53 164 136 135 ROUTE 9 COLLECTOR 3689 1 12 4 1700 50 44 165 137 136 ROUTE 9 COLLECTOR 5535 1 12 4 1700 50 44 166 138 137 ROUTE 9 COLLECTOR 4705 1 12 4 1700 50 44 167 139 138 ROUTE 9 COLLECTOR 2763 1 12 4 1700 50 44 168 140 139 ROUTE 9 COLLECTOR 2270 1 12 4 1700 50 43 169 141 140 ROUTE 9 COLLECTOR 3326 1 12 4 1700 50 43 170 142 333 ROUTE 9 COLLECTOR 2127 1 12 4 1750 40 43 171 143 142 ROUTE 9 COLLECTOR 884 2 12 4 1900 40 43 172 144 143 ROUTE 9 COLLECTOR 468 2 12 4 1900 40 43 173 144 300 E BAY AVE COLLECTOR 1311 1 12 4 1350 30 43 174 145 370 ROUTE 9 COLLECTOR 4077 1 12 4 1700 45 43 175 146 397 ROUTE 9 COLLECTOR 645 1 12 4 1750 50 38 176 147 146 ROUTE 9 COLLECTOR 1257 1 12 4 1700 50 38 177 148 1061 ROUTE 9 COLLECTOR 601 1 12 4 1750 45 39 178 149 148 ROUTE 9 COLLECTOR 3413 1 12 4 1700 45 39 179 150 149 ROUTE 9 COLLECTOR 933 1 12 4 1700 45 39 Oyster Creek Generating Station Evacuation Time Estimate K-63 KLD Engineering, P.C.Rev. 0 180 150 1063 ROUTE 554 COLLECTOR 4164 1 12 1 1750 45 39 181 151 150 ROUTE 9 COLLECTOR 1393 1 12 4 1750 40 39 182 152 151 ROUTE 9 COLLECTOR 649 1 12 4 1700 40 39 183 153 152 ROUTE 9 COLLECTOR 1526 1 12 4 1700 50 39 184 154 153 ROUTE 9 COLLECTOR 2578 1 12 4 1700 50 39 185 154 510 BARNEGAT BLVD N MINOR ARTERIAL 1093 2 12 4 1900 30 39 186 155 154 ROUTE 9 COLLECTOR 2087 1 12 4 1750 50 39 187 156 553 ROUTE 9 COLLECTOR 1566 1 12 4 1700 50 32 188 157 554 ROUTE 9 COLLECTOR 700 1 12 4 1750 50 32 189 158 157 ROUTE 9 COLLECTOR 1890 1 12 4 1700 50 32 190 159 158 ROUTE 9 COLLECTOR 527 1 12 4 1700 50 32 191 159 532 ROUTE 532 COLLECTOR 1142 1 12 1 1575 35 32 192 160 1057 ROUTE 9 COLLECTOR 1877 1 12 4 1750 45 32 193 160 1058 MAIN ST LOCAL ROADWAY 1946 1 12 4 1750 35 32 194 161 160 ROUTE 9 COLLECTOR 1931 1 12 4 1700 40 32 195 162 163 ROUTE 9 COLLECTOR 1705 1 12 4 1700 50 32 196 162 559 ROUTE 9 COLLECTOR 543 1 12 4 1750 50 32 197 163 162 ROUTE 9 COLLECTOR 1705 1 12 4 1750 50 32 198 163 570 ROUTE 9 COLLECTOR 1107 1 12 4 1750 50 32 199 164 1054 ROUTE 9 COLLECTOR 1544 1 12 4 1700 45 32 200 165 166 ROUTE 9 COLLECTOR 2588 1 12 4 1750 35 32 201 166 574 WHITING LACEY RD MINOR ARTERIAL 4285 2 12 4 1750 45 32 202 166 1050 ROUTE 9 COLLECTOR 2794 1 12 4 1750 45 32 203 167 168 ROUTE 9 COLLECTOR 1001 1 12 4 1700 45 27 204 167 628 HAINES ST MINOR ARTERIAL 1310 1 12 4 1700 40 27 205 168 167 ROUTE 9 COLLECTOR 1001 1 12 4 1750 45 27 206 168 674 ROUTE 9 COLLECTOR 1302 1 12 4 1750 45 27 Oyster Creek Generating Station Evacuation Time Estimate K-64 KLD Engineering, P.C.Rev. 0 207 169 170 ROUTE 9 COLLECTOR 2406 1 12 4 1750 45 27 208 170 171 ROUTE 9 COLLECTOR 1246 1 12 4 1700 45 27 209 171 172 ROUTE 9 COLLECTOR 5449 1 12 4 1750 45 25 210 172 173 ROUTE 9 COLLECTOR 1762 1 12 4 1750 45 25 211 172 1343 CENTRAL PKWY COLLECTOR 1836 1 12 4 1700 40 25 212 173 172 ROUTE 9 COLLECTOR 1762 1 12 4 1750 45 25 213 173 658 ROUTE 9 COLLECTOR 1055 1 12 4 1750 45 25 214 174 1046 ROUTE 9 COLLECTOR 3854 1 12 4 1750 40 25 215 175 1044 ROUTE 9 COLLECTOR 2197 1 12 4 1750 40 25 216 176 1232 ROUTE 9 COLLECTOR 619 1 12 4 1575 .35 16 217 177 751 ROUTE 9 COLLECTOR 1587 1 12 4 1750 35 16 218 178 1041 ROUTE 166 COLLECTOR 372 1 12 4 1575 35 15 219 179 703 ROUTE 9 COLLECTOR 761 2 12 4 1750 50 15 GSP ON RAMP FROM 220 180 51 ROUTE9 FREEWAY RAMP 510 1 12 4 1575 35 15 221 180 709 ROUTE 530 COLLECTOR 1046 1 12 4 1750 40 15 222 180 710 ROUTE 530 COLLECTOR 1306 1 12 4 1750 40 15 223 181 182 ROUTE 9 MINOR ARTERIAL 1068 2 12 4 1750 45 13 224 181 895 ROUTE 166 COLLECTOR 1347 1 12 4 1750 45 13 225 182 181 ROUTE 9 MINOR ARTERIAL 1068 2 12 4 1900 45 13 226 182 183 ROUTE 9 MAJOR ARTERIAL 856 2 12 4 1900 45 7 227 182 903 ROUTE 571 MINOR ARTERIAL 717 2 12 4 1750 45 7 228 183 182 ROUTE 9 MINOR ARTERIAL 856 2 12 4 1750 45 7 229 183 184 ROUTE 9 COLLECTOR 1857 1 12 4 1750 45 7 230 184 183 ROUTE 9 COLLECTOR 1857 1 12 4 1700 45 7 231 184 185 ROUTE 9 COLLECTOR 1279 1 12 4 1700 45 7 232 185 184 ROUTE 9 COLLECTOR 1279 1 12 4 1750 45 7 Oyster Creek Generating Station Evacuation Time Estimate K-65 KLD Engineering, P.C.Rev. 0 233 185 186 ROUTE 9 CULLECTOK RI/b 1 12 4 175U 45 234 185 1017 CLAYTON AVE COLLECTOR 4396 1 12 3 1700 40 7 235 186 185 ROUTE 9 COLLECTOR 2176 1 12 4 1700 45 7 236 186 187 ROUTE 9 COLLECTOR 7916 1 12 4 1750 45 7 237 187 186 ROUTE 9 COLLECTOR 7916 1 12 4 1750 45 7 238 187 188 ROUTE 9 COLLECTOR 915 1 12 4 1700 45 5 239 187 928 COX CRO RD COLLECTOR 2981 1 12 4 1750 45 5 240 188 187 ROUTE 9 COLLECTOR 916 1 12 4 1750 45 5 241 188 1027 ROUTE 9 COLLECTOR 4238 1 12 4 1750 45 5 242 189 1024 ROUTE 9 COLLECTOR 716 1 12 4 1700 45 5 243 189 1025 ROUTE 9 COLLECTOR 1040 1 12 4 1750 45 5 244 190 1025 ROUTE 9 COLLECTOR 570 1 12 4 1750 45 5 245 193 194 LONG BEACH BLVD COLLECTOR 2603 2 12 4 1750 45 54 246 194 195 LONG BEACH BLVD COLLECTOR 875 2 12 4 1750 45 54 247 195 196 LONG BEACH BLVD COLLECTOR 833 2 12 4 1750 45 54 248 196 197 LONG BEACH BLVD COLLECTOR 1924 2 12 4 1750 45 54 249 197 1113 LONG BEACH BLVD COLLECTOR 622 2 12 4 1750 45 54 250 198 199 LONG BEACH BLVD COLLECTOR 1623 2 12 4 1750 45 54 251 199 200 LONG BEACH BLVD COLLECTOR 2280 2 12 4 1750 45 54 252 200 201 LONG BEACH BLVD COLLECTOR 1254 2 12 4 1750 45 54 253 201 202 LONG BEACH BLVD COLLECTOR 1196 2 12 4 1750 45 54 254 202 203 LONG BEACH BLVD COLLECTOR 808 2 12 4 1750 45 54 255 203 204 LONG BEACH BLVD COLLECTOR 1785 2 12 4 1750 45 48 256 204 205 LONG BEACH BLVD COLLECTOR 1346 2 12 4 1750 45 48 257 205 206 LONG BEACH BLVD COLLECTOR 538 2 12 4 1750 40 49 258 206 207 LONG BEACH BLVD COLLECTOR 565 2 12 4 1750 40 49 2S9 206 214 26TH STREET LOCAL ROADWAY 366 1 12 4 1125 25 49 Oyster Creek Generating Station Evacuation Time Estimate K-66 KLD Engineering, P.C.Rev. 0 260 207 208 LONG BEACH BLVD COLLECTOR 783 2 12 4 1750 40 49 261 208 209 LONG BEACH BLVD COLLECTOR 1029 2 12 4 1750 40 49 262 208 215 21ST STREET LOCAL ROADWAY 389 1 12 4 1750 25 49 263 209 210 LONG BEACH BLVD COLLECTOR 792 2 12 4 1750 40 49 264 209 216 17TH STREET LOCAL ROADWAY 395 1 12 4 1750 25 49 265 210 211 LONG BEACH BLVD COLLECTOR 800 2 12 4 1750 40 49 266 211 212 LONG BEACH BLVD COLLECTOR 515 2 12 4 1750 40 49 267 212 213 LONG BEACH BLVD COLLECTOR 299 2 12 4 1900 40 49 268 213 218 ROUTE 72 MINOR ARTERIAL 384 2 12 4 1750 40 49 269 214 215 CENTRAL AVE COLLECTOR 1332 1 12 4 1750 40 49 270 215 208 21ST STREET LOCAL ROADWAY 389 1 12 4 1750 25 49 271 215 248 CENTRAL AVE COLLECTOR 554 1 12 4 1700 40 49 272 216 209 17TH STREET LOCAL ROADWAY 395 1 12 4 1750 25 49 273 216 1110 CENTRAL AVE COLLECTOR 1598 1 12 4 1700 40 49 274 217 212 ROUTE72 MINOR ARTERIAL 415 2 12 4 1750 40 49 275 218 217 CENTRAL AVE COLLECTOR 295 1 12 4 1750 40 49 276 218 221 ROUTE72 MINOR ARTERIAL 1055 2 12 4 1750 40 49 277 219 220 BARNEGAT AVE COLLECTOR 2532 1 12 4 1750 35 49 278 219 248 19TH STREET LOCAL ROADWAY 1062 1 12 4 1125 25 49 279 220 217 ROUTE 72 MINOR ARTERIAL 1042 2 12 4 1750 40 49 280 220 221 BARNEGAT AVE COLLECTOR 385 1 12 4 1750 35 49 281 221 289 ROUTE 72 MINOR ARTERIAL 759 2 12 4 1900 45 49 282 222 223 LONG BEACH BLVD COLLECTOR 1275 2 12 4 1900 35 40 283 223 224 LONG BEACH BLVD COLLECTOR 627 2 12 4 1750 35 40 284 224 225 LONG BEACH BLVD COLLECTOR 3179 2 12 4 1750 45 40 285 225 226 LONG BEACH BLVD COLLECTOR 14491 2 12 4 1750 45 40 286 226 227 LONG BEACH BLVD COLLECTOR 1592 2 12 4 1750 35 40 Oyster Creek Generating Station Evacuation Time Estimate K-67 KLD Engineering, P.C.Rev. 0 287 227 228 LONG BEACH BLVD COLLECTOR 1341 2 12 4 1750 35 40 288 228 229 LONG BEACH BLVD COLLECTOR 2552 2 12 4 1750 45 50 289 229 230 LONG BEACH BLVD COLLECTOR 2112 2 12 4 1750 45 47 290 230 231 LONG BEACH BLVD COLLECTOR 1762 2 12 4 1750 45 47 291 231 232 LONG BEACH BLVD COLLECTOR 7498 2 12 4 1750 45 47 292 232 233 LONG BEACH BLVD COLLECTOR 1528 1 12 4 1750 40 47 293 232 238 24TH STREET LOCAL ROADWAY 396 1 12 4 1125 25 47 294 233 234 LONG BEACH BLVD COLLECTOR 1610 1 12 4 1750 40 49 295 233 239 19TH STREET LOCAL ROADWAY 358 1 12 4 1750 25 49 296 234 235 LONG BEACH BLVD COLLECTOR 1377 1 12 4 1750 40 49 297 234 241 13TH STREET LOCAL ROADWAY 378 1 12 4 1750 25 49 298 235 236 LONG BEACH BLVD COLLECTOR 1365 1 12 4 1750 40 49 299 235 242 8TH STREET LOCAL ROADWAY 359 1 12 4 1750 25 49 300 236 237 LONG BEACH BLVD COLLECTOR 2108 1 12 4 1750 40 49 301 236 243 3RD STREET LOCAL ROADWAY 327 1 12 4 1750 25 49 302 237 213 LONG BEACH BLVD COLLECTOR 785 1 12 4 1700 40 49 303 237 244 5TH STREET LOCAL ROADWAY 327 1 12 4 1125 25 49 304 238 239 CENTRAL AVE COLLECTOR 1530 1 12 10 1750 40 47 305 239 233 19TH STREET LOCAL ROADWAY 358 1 12 4 1750 25 49 306 239 240 CENTRAL AVE COLLECTOR 530 1 12 10 1700 40 49 307 240 241 CENTRAL AVE COLLECTOR 1055 1 12 10 1750 40 49 308 240 245 17TH STREET LOCAL ROADWAY 1051 1 12 4 1350 30 49 309 241 234 13TH STREET LOCAL ROADWAY 378 1 12 4 1750 25 49 310 241 242 CENTRAL AVE COLLECTOR 1359 1 12 10 1750 40 49 311 242 235 8TH STREET LOCAL ROADWAY 359 1 12 4 1750 25 49 312 242 243 CENTRAL AVE COLLECTOR 1381 1 12 10 1750 40 49 313 242 246 8TH STREET LOCAL ROADWAY 1106 1 12 4 1750 25 49 Oyster Creek Generating Station Evacuation Time Estimate K-68 KLD Engineering, P.C.Rev. 0 314 243 236 3RD STREET LOCAL ROADWAY 327 1 12 4 1750 25 49 315 243 1111 3RD STREET LOCAL ROADWAY 1105 1 12 4 1125 25 49 316 243 1291 CENTRAL AVE COLLECTOR 1631 1 12 10 1700 40 49 317 244 218 CENTRAL AVE COLLECTOR 812 2 12 4 1750 40 49 318 244 237 5TH STREET LOCAL ROADWAY 327 1 12 4 1750 25 49 319 244 247 5TH STREET LOCAL ROADWAY 1080 1 12 4 1125 25 49 320 245 240 17TH STREET LOCAL ROADWAY 1051 1 12 4 1350 30 49 321 245 246 BARNEGAT AVE COLLECTOR 2384 1 12 4 1750 35 49 322 246 242 8TH STREET LOCAL ROADWAY 1106 1 12 4 1750 25 49 323 246 1111 BARNEGAT AVE COLLECTOR 1357 1 12 4 1575 35 49 324 247 221 BARNEGAT AVE COLLECTOR 742 1 12 4 1750 35 49 325 247 244 5TH STREET LOCAL ROADWAY 1080 1 12 4 1125 25 49 326 248 216 CENTRAL AVE COLLECTOR 469 1 12 4 1750 40 49 327 248 219 19TH STREET LOCAL ROADWAY 1062 1 12 4 1125 25 49 328 249 194 CALIFORNIA AVE LOCAL ROADWAY 892 1 12 4 1750 25 54 329 250 195 96TH STREET LOCAL ROADWAY 847 1 12 4 1750 25 54 330 251 196 CAPE COD LN LOCAL ROADWAY 888 1 12 4 1750 25 54 331 252 197 RHODE ISLAND AVE LOCAL ROADWAY 809 1 12 4 1750 25 54 332 253 198 LAVENIA AVE LOCAL ROADWAY 1000 1 12 4 1750 25 54 333 254 198 LAVENIA AVE LOCAL ROADWAY 728 1 12 4 1750 25 54 334 255 199 MEADE AVE LOCAL ROADWAY 595 1 12 4 1750 25 54 335 256 200 KIMBERLY AVE LOCAL ROADWAY 1096 1 12 4 1750 25 54 336 257 200 KIMBERLY AVE LOCAL ROADWAY 496 1 12 4 1750 25 54 337 258 201 54TH STREET LOCAL ROADWAY 702 1 12 4 1750 25 54 338 259 201 SUMNER AVE LOCAL ROADWAY 497 1 12 4 1750 25 54 339 260 202 48TH STREET LOCAL ROADWAY 560 1 12 4 1750 25 54 340 261 203 44TH STREET LOCAL ROADWAY 600 1 12 4 1750 25 48 Oyster Creek Generating Station Evacuation Time Estimate K-69 KLD Engineering, P.C.Rev. 0 341 262 204 35TH STREET LOCAL ROADWAY 512 1 12 4 1750 25 48 342 263 205 28TH STREET LOCAL ROADWAY 651 1 12 4 1750 25 49 343 264 206 26TH STREET LOCAL ROADWAY 663 1 12 4 1750 25 49 344 265 208 21ST STREET LOCAL ROADWAY 544 1 12 4 1750 25 49 345 266 209 17TH STREET LOCAL ROADWAY 507 1 12 4 1750 25 49 346 267 210 E 14TH STREET LOCAL ROADWAY 492 1 12 4 1750 25 49 347 268 211 E 11TH STREET LOCAL ROADWAY 551 1 12 4 1750 25 49 348 269 237 5TH STREET LOCAL ROADWAY 550 1 12 4 1750 25 49 349 270 212 9TH STREET LOCAL ROADWAY 426 1 12 4 1750 25 49 350 271 236 3RD STREET LOCAL ROADWAY 532 1 12 4 1750 25 49 351 272 235 8TH STREET LOCAL ROADWAY 466 1 12 4 1750 25 49 352 273 234 13TH STREET LOCAL ROADWAY 490 1 12 4 1750 25 49 353 274 233 19TH STREET LOCAL ROADWAY 443 1 12 4 1750 25 49 354 275 232 24TH STREET LOCAL ROADWAY 378 1 12 4 1750 25 47 355 276 231 BERGEN AVE LOCAL ROADWAY 274 1 12 4 1750 25 47 356 277 230 SALEM STREET LOCAL ROADWAY 530 1 12 4 1750 25 47 357 278 229 CAMDEN AVE LOCAL ROADWAY 491 1 12 4 1750 25 50 358 279 228 W 75TH STREET LOCAL ROADWAY 520 1 12 4 1750 25 40 359 280 227 W 80TH STREET LOCAL ROADWAY 1112 1 12 4 1750 25 40 360 281 226 W 86TH STREET LOCAL ROADWAY 634 1 12 4 1750 25 40 361 282 226 E 86TH STREET LOCAL ROADWAY 378 1 12 4 1750 25 40 362 283 225 E 20TH STREET LOCAL ROADWAY 776 1 12 4 1750 25 40 363 284 225 W 20TH STREET LOCAL ROADWAY 2029 1 12 4 1750 25 40 364 285 223 BROADWAY LOCAL ROADWAY 1666 2 12 4 1900 35 40 365 286 224 W10TH STREET LOCAL ROADWAY 1165 1 12 4 1750 25 40 366 287 224 E 10TH STREET LOCAL ROADWAY 906 1 12 4 1750 25 40 367 288 207 24TH STREET LOCAL ROADWAY 642 1 12 4 1750 25 49 Oyster Creek Generating Station Evacuation Time Estimate K-70 KLD Engineering, P.C.Rev. 0 381 289 290 1 ROUTE 72 MINOR ARTERIAL 783 2 12 4 1900 45 49 369 290 291 ROUTE 72 370 290 1109 ROUTE 72 371 291 292 ROUTE 72 372 292 324 ROUTE 72 373 293 294 ROUTE 72 374 294 295 ROUTE 72 375 295 296 ROUTE 72 376 296 297 ROUTE 72 MINOR ARTERIAL 1456 2 12 4 1900 45 48 MINOR ARTERIAL 654 2 12 4 1900 45 49 MINOR ARTERIAL 3396 2 12 4 1900 60 48 MINOR ARTERIAL 5291 2 12 4 1900 60 48 MINOR ARTERIAL 1684 2 12 4 1900 60 46 MINOR ARTERIAL 574 2 12 4 1750 60 46 MINOR ARTERIAL 4862 2 12 4 1750 60 46 MINOR ARTERIAL 5219 2 12 4 1750 60 43 377 296 366 MILL CREEK RD COLLECTOR 3010 1 12 4 1750 30 43 378 297 298 ROUTE 72 MINOR ARTERIAL 2267 2 12 4 1900 50 43 379 297 367 JENNINGS RD COLLECTOR 1273 1 12 4 1750 35 43 380 298 299 ROUTE 72 MINOR ARTERIAL 946 2 12 4 1900 50 43 381 299 300 ROUTE 72 MINOR ARTERIAL 897 2 12 4 1900 50 43 ROUTE 9 SB ON RAMP 382 299 1285 FROM ROUTE 72 COLLECTOR 418 1 12 4 1125 25 43 383 300 301 ROUTE 72 MINOR ARTERIAL 1779 4 12 4 1750 50 43 384 301 302 ROUTE 72 MAJOR ARTERIAL 2292 3 12 4 1900 50 38 385 302 303 ROUTE 72 MAJOR ARTERIAL 260 3 12 4 1750 50 38 386 303 304 ROUTE 72 MAJOR ARTERIAL 2082 3 12 4 1900 50 38 387 303 385 MARTIN TRUEX JR BLVD COLLECTOR 264 1 12 4 1750 35 38 388 304 305 ROUTE 72 MAJOR ARTERIAL 1307 3 12 4 1900 50 38 389 305 306 ROUTE 72 MINOR ARTERIAL 639 2 12 4 1750 50 37 GSP SB ON RAMP FROM 390 305 1005 ROUTE 72 WB FREEWAY RAMP 641 1 12 4 1350 30 37 391 306 307 ROUTE 72 COLLECTOR 868 2 12 4 1900 50 37 392 306 1105 RECOVERY RD COLLECTOR 639 1 12 4 1750 40 37 Oyster Creek Generating Station Evacuation Time Estimate K-71 KLD Engineering, P.C.Rev. 0 iV3 iU/ i1b IXUU It /Z MINUKAKIL=IAL dbv 12 4 1// U .:1/394 307 308 ROUTE 72 COLLECTOR 910 2 12 4 1750 60 37 395 308 307 ROUTE 72 MINOR ARTERIAL 910 2 12 4 1900 60 37 396 308 309 ROUTE 72 COLLECTOR 2203 1 12 4 1700 60 37 397 309 308 ROUTE 72 MINOR ARTERIAL 2204 2 12 4 1750 60 37 398 309 310 ROUTE 72 COLLECTOR 1145 1 12 4 1750 60 37 399 310 309 ROUTE 72 MINOR ARTERIAL 1145 2 12 4 1900 60 37 400 310 311 ROUTE 72 COLLECTOR 1628 1 12 4 1750 60 37 401 311 310 ROUTE 72 COLLECTOR 1628 1 12 4 1750 60 37 402 311 312 ROUTE 72 COLLECTOR 4003 1 12 4 1750 60 37 403 312 311 ROUTE 72 COLLECTOR 4003 1 12 4 1750 60 37 404 312 313 ROUTE 72 COLLECTOR 1589 1 12 4 1700 60 35 405 313 312 ROUTE 72 COLLECTOR 1589 1 12 4 1750 60 35 406 313 314 ROUTE 72 COLLECTOR 1876 1 12 4 1750 60 35 407 314 313 ROUTE 72 COLLECTOR 1876 1 12 4 1700 60 35 408 314 315 ROUTE 72 COLLECTOR 2533 1 12 4 1700 60 35 409 315 316 ROUTE 72 COLLECTOR 2590 1 12 4 1700 60 35 410 316 317 ROUTE 72 COLLECTOR 5837 1 12 4 1700 60 35 411 317 318 ROUTE 72 COLLECTOR 1881 1 12 4 1750 60 30 412 318 319 ROUTE 72 COLLECTOR 2233 1 12 4 1750 60 30 413 319 320 ROUTE 72 COLLECTOR 11419 1 12 4 1750 60 30 414 319 1233 ROUTE 532 COLLECTOR 6943 1 12 4 1700 55 30 415 320 321 ROUTE 72 COLLECTOR 12321 1 12 4 1700 60 30 416 320 426 ROUTE 539 COLLECTOR 6317 1 12 4 1700 55 30 417 320 445 ROUTE 539 COLLECTOR 1219 1 12 4 1700 55 30 418 321 322 ROUTE 72 COLLECTOR 16956 1 12 4 1700 60 29 419 322 323 ROUTE 72 COLLECTOR 8840 1 12 4 1700 60 29 Oyster Creek Generating Station Evacuation Time Estimate K-72 KLD Engineering, P.C.Rev. 0 420 322 1284 ROUTE 532 COLLECTOR 495 1 12 4 1700 45 29 421 323 1100 ROUTE 72 COLLECTOR 2890 1 12 4 1700 60 21 422 324 293 ROUTE 72 MINOR ARTERIAL 633 2 12 4 1750 60 46 423 325 326 NEWELL AVE COLLECTOR 3780 1 12 4 1350 30 43 424 326 327 JENNINGS RD COLLECTOR 1149 1 12 4 1350 30 43 425 327 328 JENNINGS RD COLLECTOR 1496 1 12 4 1350 30 43 426 328 339 JENNINGS RD COLLECTOR 397 1 12 4 1350 30 43 427 329 330 JENNINGS RD COLLECTOR 400 1 12 4 1350 30 43 428 330 331 JENNINGS RD COLLECTOR 913 1 12 4 1350 30 43 429 331 332 JENNINGS RD COLLECTOR 1647 1 12 4 1350 30 43 430 332 297 JENNINGS RD COLLECTOR 430 1 12 4 1750 30 43 431 333 392 ROUTE 9 COLLECTOR 1045 1 12 4 1750 40 43 432 339 329 JENNINGS RD COLLECTOR 639 1 12 4 1350 30 43 433 339 340 JANE DR COLLECTOR 570 1 12 4 1350 30 43 434 340 341 JANE DR COLLECTOR 2478 1 12 4 1350 30 43 435 341 342 CHARLES BLVD COLLECTOR 541 1 12 4 1350 30 43 436 342 343 MILL CREEK RD COLLECTOR 1591 1 12 4 1350 30 43 437 343 296 MILL CREEK RD COLLECTOR 222 1 12 4 1750 30 43 438 344 342 MILL CREEK RD COLLECTOR 2533 1 12 4 1350 30 46 439 344 345 JONATHAN DR COLLECTOR 1454 1 12 4 1350 30 46 440 345 344 JONATHAN DR COLLECTOR 1454 1 12 4 1350 30 46 441 345 1297 JONATHAN DR COLLECTOR 441 1 12 4 1350 30 46 442 346 344 MILL CREEK RD COLLECTOR 463 1 12 4 1350 30 46 443 347 346 MILL CREEK RD COLLECTOR 714 1 12 4 1350 30 46 444 348 347 MILL CREEK RD COLLECTOR 1037 1 12 4 1350 30 48 445 349 348 MILL CREEK RD COLLECTOR 719 1 12 4 1350 30 48 446 350 349 MILL CREEK RD COLLECTOR 565 1 12 4 1350 30 48 Oyster Creek Generating Station Evacuation Time Estimate K-73 KLD Engineering, P.C.Rev. 0 447 351 350 MILL CREEK RD COLLECTOR 559 1 12 4 1350 30 48 448 352 351 MILL CREEK RD COLLECTOR 673 1 12 4 1350 30 48 449 353 352 MILL CREEK RD COLLECTOR 687 1 12 4 1350 30 48 450 354 353 MILL CREEK RD COLLECTOR 889 1 12 4 1350 30 48 451 355 354 MILL CREEK RD COLLECTOR 2454 1 12 4 1350 30 48 452 356 355 MILL CREEK RD COLLECTOR 1132 1 12 4 1350 30 48 453 357 348 PAUL BLVD COLLECTOR 2474 1 12 4 1350 30 48 454 358 357 PAUL BLVD COLLECTOR 929 1 12 4 1350 30 48 455 359 1297 JONATHAN DR COLLECTOR 1052 1 12 4 1350 30 46 456 360 373 MORRIS BLVD LOCAL ROADWAY 959 1 12 4 1125 25 46 457 361 359 JENNIFER LN COLLECTOR 2052 1 12 4 1350 30 48 458 362 373 WALTER BLVD COLLECTOR 332 1 12 4 1350 30 46 459 363 364 E BAY AVE COLLECTOR 255 1 12 4 1350 30 46 460 363 372 E BAY AVE COLLECTOR 2174 1 12 4 1350 30 46 461 364 295 MARSHA DR COLLECTOR 1066 1 12 4 1750 35 46 462 364 365 E BAY AVE COLLECTOR 3474 1 12 4 1350 30 46 463 365 366 E BAY AVE COLLECTOR 4294 1 12 4 1750 30 43 464 366 296 MILL CREEK RD COLLECTOR 3010 1 12 4 1750 30 43 465 366 367 E BAY AVE COLLECTOR 2699 1 12 4 1750 30 43 466 367 297 JENNINGS RD COLLECTOR 1274 1 12 4 1750 35 43 467 367 368 E BAY AVE COLLECTOR 601 1 12 4 1750 30 43 468 368 369 E BAY AVE COLLECTOR 1244 1 12 4 1350 30 43 469 369 144 E BAY AVE COLLECTOR 874 1 12 4 1750 30 43 470 370 144 ROUTE 9 COLLECTOR 188 1 12 4 1750 40 43 471 371 341 CHARLES BLVD COLLECTOR 1126 1 12 4 1350 30 43 472 372 293 E BAY AVE COLLECTOR 245 1 12 4 1750 30 46 473 372 363 E BAY AVE COLLECTOR 2174 1 12 4 1350 30 46 Oyster Creek Generating Station Evacuation Time Estimate K-74 KLD Engineering, P.C.Rev. 0 474 373 359 WALTER BLVD COLLECTOR 181 1 12 4 1350 30 46 475 374 362 WALTER BLVD COLLECTOR 1459 1 12 4 1350 30 46 OLD MANAHAWKIN 476 375 145 CEADAR BRIDGE RD COLLECTOR 5490 1 12 4 1750 30 43 477 375 376 STAFFORD AVE COLLECTOR 2854 1 12 4 1350 30 43 478 376 368 PARKER ST LOCAL ROADWAY 1048 1 12 4 1750 25 43 479 376 370 STAFFORD AVE COLLECTOR 2118 1 12 4 1350 30 43 480 377 333 MCKINLEY AVE COLLECTOR 639 1 12 4 1750 35 43 481 378 377 MCKINLEY AVE COLLECTOR 883 1 12 4 1575 35 43 482 379 378 MCKINLEY AVE COLLECTOR 1249 1 12 4 1575 35 43 483 379 380 MCKINLEY AVE COLLECTOR 809 1 12 4 1750 35 43 484 380 379 MCKINLEY AVE COLLECTOR 806 1 12 4 1575 35 43 485 380 381 MCKINLEY AVE COLLECTOR 1001 2 12 4 1750 35 43 486 381 380 MCKINLEY AVE COLLECTOR 1001 2 12 4 1750 35 43 487 381 382 MCKINLEY AVE COLLECTOR 1481 1 12 4 1750 35 43 488 382 383 MCKINLEY AVE COLLECTOR 1173 1 12 4 1750 35 43 489 382 389 MARTIN TRUEX JR BLVD COLLECTOR 1431 1 12 4 1575 35 43 490 383 382 MCKINLEY AVE COLLECTOR 1173 1 12 4 1750 35 43 491 383 386 DOC CRAMMER BLVD COLLECTOR 716 1 12 4 1350 35 37 492 384 385 MARTIN TRUEX JR BLVD COLLECTOR 343 1 12 4 1750 35 38 493 384 388 DOC CRAMMER BLVD COLLECTOR 690 1 12 4 1575 35 38 494 385 303 MARTIN TRUEX JR BLVD COLLECTOR 264 1 12 4 1750 35 38 495 385 384 MARTIN TRUEX JR BLVD COLLECTOR 343 1 12 4 1750 35 38 496 386 383 DOC CRAMMER BLVD COLLECTOR 716 1 12 4 1750 35 37 497 386 387 DOC CRAMMER BLVD COLLECTOR 523 1 12 4 1350 35 38 498 387 386 DOC CRAMMER BLVD COLLECTOR 519 1 12 4 1575 35 38 499 387 388 DOC CRAMMER BLVD COLLECTOR 461 1 12 4 1350 35 38 Oyster Creek Generating Station Evacuation Time Estimate K-75 KLD Engineering, P.C.Rev. 0 500 388 384 DOC CRAMMER BLVD COLLECTOR 690 1 12 4 1750 35 38 501 388 387 DOC CRAMMER BLVD COLLECTOR 462 1 12 4 1575 35 38 502 389 382 MARTIN TRUEX JR BLVD COLLECTOR 1431 1 12 4 1750 35 43 503 389 385 MARTIN TRUEX JR BLVD COLLECTOR 551 1 12 4 1750 35 38 504 390 381 CAPTAIN RANDOLPH BLVD COLLECTOR 945 2 12 4 1750 35 43 505 391 380 GENERAL GRIER DR COLLECTOR 1052 2 12 4 1750 35 43 506 392 141 ROUTE 9 COLLECTOR 1513 1 12 4 1700 40 43 507 393 394 OAK AVE COLLECTOR 4319 1 12 4 1575 35 43 508 394 392 OAK AVE COLLECTOR 1859 1 12 4 1750 35 43 509 395 145 ROUTE 9 COLLECTOR 1906 1 12 4 1750 50 38 510 396 395 SCHOOL DRIVEWAY COLLECTOR 1395 1 12 4 1750 30 38 511 397 398 ROUTE 9 COLLECTOR 3063 1 12 4 1700 50 38 512 398 395 ROUTE 9 COLLECTOR 5607 1 12 4 1750 50 38 513 399 398 BEACHVIEW AVE COLLECTOR 5084 1 12 4 1350 30 38 OLD MANAHAWKIN 514 400 145 CEADAR BRIDGE RD COLLECTOR 2854 1 12 4 1750 30 38 515 401 402 NAUTILUS DR COLLECTOR 3402 1 12 4 1350 30 36 516 401 408 ROUTE 554 COLLECTOR 2345 2 12 4 1750 50 36 517 401 490 ROUTE 554 COLLECTOR 2328 1 12 4 1750 50 36 518 402 401 NAUTILUS DR COLLECTOR 3394 1 12 4 1750 30 36 519 402 403 NAUTILUS DR COLLECTOR 4063 1 12 4 1350 30 36 520 403 402 NAUTILUS DR COLLECTOR 4053 1 12 4 1350 30 36 521 403 404 NAUTILUS DR COLLECTOR 1672 1 12 4 1350 30 35 522 404 403 NAUTILUS DR COLLECTOR 1672 1 12 4 1350 30 35 523 404 405 NAUTILUS DR COLLECTOR 1291 1 12 4 1350 30 35 524 404 407 NEPTUNE DR COLLECTOR 1238 1 12 4 1350 30 35 525 405 404 NAUTILUS DR COLLECTOR 1291 1 12 4 1350 30 35 Oyster Creek Generating Station Evacuation Time Estimate K-76 KLD Engineering, P.C.Rev. 0 526 405 424 NAUTILUS DR COLLECTOR 982 1 12 4 1350 30 35 527 406 415 NAUTILUS DR COLLECTOR 1484 1 12 4 1350 30 38 528 406 424 NAUTILUS DR COLLECTOR 3017 1 12 4 1350 30 38 529 407 404 NEPTUNE DR COLLECTOR 1238 1 12 4 1350 30 35 530 407 421 NEPTUNE DR COLLECTOR 1949 1 12 4 1350 30 35 531 408 401 ROUTE 554 COLLECTOR 2345 1 12 4 1750 50 36 532 408 489 LILGHTHOUSE DR COLLECTOR 827 2 12 4 1750 30 36 533 409 410 LIGHTHOUSE DR COLLECTOR 1789 1 12 4 1350 30 36 534 409 489 LIGHTHOUSE DR COLLECTOR 2977 1 12 4 1750 30 36 535 410 409 LIGHTHOUSE DR COLLECTOR 1789 1 12 4 1350 30 36 536 410 411 LIGHTHOUSE DR COLLECTOR 3288 1 12 4 1350 30 36 537 411 410 LIGHTHOUSE DR COLLECTOR 3288 1 12 4 1350 30 36 538 411 412 LILGHTHOUSE DR COLLECTOR 4213 1 12 4 1350 30 38 539 412 406 RUDDER AVE LOCAL ROADWAY 1785 1 12 4 1350 35 38 540 412 413 LILGHTHOUSE DR COLLECTOR 1601 1 12 4 1350 30 38 541 413 414 LILGHTHOUSE DR COLLECTOR 2099 1 12 4 1350 30 38 542 414 307 LILGHTHOUSE DR COLLECTOR 2142 1 12 4 1350 30 37 543 414 1103 BARNACLE DR COLLECTOR 875 1 12 4 1750 30 38 544 415 1103 NAUTILUS DR COLLECTOR 1779 1 12 4 1750 30 38 545 416 310 MERMAID DR COLLECTOR 884 1 12 4 1750 30 37 546 417 416 MERMAID DR COLLECTOR 2150 1 12 4 1350 30 37 547 417 418 MERMAID DR COLLECTOR 921 1 12 4 1350 30 37 548 418 417 MERMAID DR COLLECTOR 942 1 12 4 1350 30 37 549 418 419 ATLANTIS AVE COLLECTOR 1824 1 12 4 1350 30 37 550 418 423 MERMAID DR COLLECTOR 1258 1 12 4 1350 30 37 551 418 424 ATLANTIS AVE COLLECTOR 1896 1 12 4 1700 40 37 552 419 311 BREAKERS DR COLLECTOR 1590 1 12 4 1750 30 37 Oyster Creek Generating Station Evacuation Time Estimate K-77 KLD Engineering, P.C.Rev. 0 553 420 312 NEPTUNE DR COLLECTOR 1043 1 12 4 1750 30 35 554 421 407 NEPTUNE DR COLLECTOR 1949 1 12 4 1350 30 35 555 421 420 NEPTUNE DR COLLECTOR 1566 1 12 4 1350 30 35 556 422 421 MERMAID DR COLLECTOR 882 1 12 4 1350 30 35 557 423 422 MERMAID DR COLLECTOR 742 1 12 4 1350 30 35 558 424 405 NAUTILUS DR COLLECTOR 982 1 12 4 1350 30 35 559 424 406 NAUTILUS DR COLLECTOR 3017 1 12 4 1350 30 38 560 424 418 ATLANTIS AVE COLLECTOR 1897 1 12 4 1350 30 37 561 425 313 ATLANTIC HILLS BLVD COLLECTOR 3107 1 12 4 1350 30 35 562 426 427 ROUTE 539 COLLECTOR 1920 1 12 4 1700 55 30 563 427 428 ROUTE 539 COLLECTOR 4885 1 12 4 1700 55 34 564 428 429 ROUTE 539 COLLECTOR 3001 1 12 4 1700 55 34 565 429 430 ROUTE 539 COLLECTOR 1559 1 12 4 1700 55 34 566 430 431 ROUTE 539 COLLECTOR 745 1 12 4 1700 50 34 567 431 432 ROUTE 539 COLLECTOR 5632 1 12 4 1700 50 34 568 432 433 ROUTE 539 COLLECTOR 11596 1 12 4 1700 55 34 569 433 434 ROUTE 539 COLLECTOR 4627 1 12 4 1700 55 41 570 434 435 ROUTE 539 COLLECTOR 1177 1 12 4 1700 55 41 571 435 436 ROUTE 539 COLLECTOR 1148 1 12 4 1700 55 41 572 436 437 ROUTE 539 COLLECTOR 1827 1 12 4 1700 55 41 573 437 438 ROUTE 539 COLLECTOR 6016 1 12 4 1700 55 41 574 438 439 ROUTE 539 COLLECTOR 3038 1 12 4 1750 55 41 GSP SB ON RAMP FROM 575 439 97 ROUTE 539 FREEWAY RAMP 696 1 12 4 1700 45 41 576 439 440 ROUTE 539 COLLECTOR 1183 1 12 4 1700 55 41 577 440 441 ROUTE 539 COLLECTOR 4251 1 12 4 1700 55 41 578 441 442 ROUTE 539 COLLECTOR 5163 1 12 4 1700 55 41 Oyster Creek Generating Station Evacuation Time Estimate K-78 KLD Engineering, P.C.Rev. 0 579 442 443 ROUTE 539 COLLECTOR 728 1 12 4 1750 55 52 580 443 444 ROUTE 539 COLLECTOR 5523 1 12 4 1750 45 52 581 444 1 ROUTE 539 COLLECTOR 2460 1 14 0 1750 35 52 582 445 320 ROUTE 539 COLLECTOR 1219 1 12 4 1750 55 30 583 445 446 ROUTE 539 COLLECTOR 17360 1 12 4 1700 55 30 584 446 447 ROUTE 539 COLLECTOR 8921 1 12 4 1700 55 22 585 447 448 ROUTE 539 COLLECTOR 15146 1 12 4 1700 50 22 586 448 598 PERSHING AVE LOCAL ROADWAY 8638 1 12 4 1650 30 22 587 448 600 ROUTE 539 COLLECTOR 6939 1 12 4 1700 50 11 588 449 450 ROUTE 539 COLLECTOR 2207 1 12 4 1700 50 11 589 450 451 ROUTE 539 COLLECTOR 4375 1 12 4 1700 50 11 590 451 452 ROUTE 539 COLLECTOR 2537 1 12 4 1700 50 11 591 452 456 WHITING LACEY RD COLLECTOR 988 1 12 4 1750 45 11 592 453 454 ROUTE 70 COLLECTOR 9172 1 12 4 1700 60 10 593 454 453 ROUTE 70 COLLECTOR 9172 1 12 4 1700 60 10 594 454 455 ROUTE 70 COLLECTOR 3347 1 12 4 1700 60 11 595 455 454 ROUTE 70 COLLECTOR 3347 1 12 4 1700 60 11 596 455 456 ROUTE 70 COLLECTOR 4313 1 12 4 1750 60 11 597 456 455 ROUTE 70 COLLECTOR 4307 1 12 4 1700 60 11 598 456 758 LACEY RD COLLECTOR 6087 1 12 4 1700 45 11 599 456 764 ROUTE 70 COLLECTOR 6093 1 12 4 1700 60 11 600 457 458 ROUTE 70 COLLECTOR 1193 1 12 4 1700 50 11 601 457 764 ROUTE 70 COLLECTOR 3136 1 12 4 1700 60 11 602 458 457 ROUTE 70 COLLECTOR 1190 1 12 4 1750 50 11 603 458 459 ROUTE 70 COLLECTOR 9186 1 12 4 1700 50 11 604 459 458 ROUTE 70 COLLECTOR 9186 1 12 4 1700 50 11 605 459 460 ROUTE 70 COLLECTOR 3432 1 12 4 1700 50 3 Oyster Creek Generating Station Evacuation Time Estimate K-79 KLD Engineering, P.C.Rev. 0 bUb 4bU 4.bl KUU I /U LULLELIUK 1441 1 l 4 I/UU i 607 460 461 ROUTE 70 COLLECTOR 3539 1 12 4 1700 50 3 608 461 460 ROUTE 70 COLLECTOR 3526 1 12 4 1700 50 3 609 461 486 ROUTE 70 COLLECTOR 717 1 12 4 1575 35 4 610 462 463 ROUTE 70 COLLECTOR 2561 1 12 4 1750 40 4 611 462 485 ROUTE 70 COLLECTOR 484 1 12 4 1575 35 4 612 463 462 ROUTE 70 COLLECTOR 2564 1 12 4 1750 40 4 613 463 464 ROUTE 70 COLLECTOR 1458 2 12 4 1750 40 4 614 464 463 ROUTE 70 COLLECTOR 1458 1 12 4 1750 40 4 615 464 465 ROUTE 70 MINOR ARTERIAL 1520 2 12 4 1900 40 4 616 464 1260 ROUTE 547 COLLECTOR 734 1 12 8 1700 40 4 617 465 464 ROUTE 70 MINOR ARTERIAL 1520 2 12 4 1750 40 4 618 465 484 ROUTE 70 COLLECTOR 629 1 12 4 1750 35 4 619 466 465 ROUTE 70 COLLECTOR 751 1 12 4 1575 35 4 620 466 467 ROUTE 70 COLLECTOR 694 1 12 4 1700 50 4 621 467 466 ROUTE 70 COLLECTOR 694 1 12 4 1700 50 4 622 467 468 ROUTE 70 COLLECTOR 2415 1 12 4 1750 50 4 623 468 467 ROUTE 70 COLLECTOR 2415 1 12 4 1700 50 4 624 468 469 ROUTE 70 COLLECTOR 2627 1 12 4 1700 50 4 625 468 889 COLONIAL DR LOCAL ROADWAY 3192 1 12 4 1750 35 4 626 469 468 ROUTE 70 COLLECTOR 2625 1 12 4 1750 50 4 627 469 470 ROUTE 70 COLLECTOR 2641 1 12 4 1750 50 4 628 470 469 ROUTE 70 COLLECTOR 2641 1 12 4 1700 50 4 629 470 471 ROUTE 70 COLLECTOR 2404 1 12 4 1750 50 4 630 471 470 ROUTE 70 COLLECTOR 2404 1 12 4 1750 50 4 631 471 908 ROUTE 571 COLLECTOR 1873 1 12 4 1750 50 4 632 471 1081 ROUTE 70 COLLECTOR 4792 1 12 4 1750 50 4 Oyster Creek Generating Station Evacuation Time Estimate K-80 KLD Engineering, P.C.Rev. 0 633 472 927 WHITESVILLE RD COLLECTOR 1737 2 12 4 1900 45 4 634 472 1020 ROUTE70 MINOR ARTERIAL 2456 2 12 4 1750 50 4 635 472 1277 ROUTE70 MINOR ARTERIAL 1084 2 12 4 1750 50 4 636 473 474 ROUTE 70 MINOR ARTERIAL 1600 2 12 4 1900 50 5 637 473 928 MASSACHUSETTS AVE COLLECTOR 3392 1 12 4 1750 45 4 638 473 1020 ROUTE 70 COLLECTOR 1034 2 12 4 1750 50 4 639 474 473 ROUTE 70 MINOR ARTERIAL 1600 2 12 4 1750 50 5 640 474 1023 ROUTE 70 MINOR ARTERIAL 2216 2 12 4 1900 50 5 641 475 476 ROUTE 70 MINOR ARTERIAL 3610 2 12 4 1750 50 5 642 475 1243 NEW HAMPSHIRE BLVD MINOR ARTERIAL 368 3 12 4 1900 45 5 643 475 1244 ROUTE 70 MINOR ARTERIAL 399 2 12 4 1900 50 5 644 476 475 ROUTE 70 MINOR ARTERIAL 3610 2 12 4 1750 50 5 645 476 1022 ROUTE 70 MINOR ARTERIAL 2054 2 12 4 1900 50 5 646 477 478 ROUTE 70 MINOR ARTERIAL 2508 2 12 4 1750 50 6 647 477 479 ROUTE70 MINOR ARTERIAL 2249 2 12 4 1750 50 6 648 478 477 ROUTE70 MINOR ARTERIAL 2508 2 12 4 1750 50 6 649 478 1244 ROUTE 70 MINOR ARTERIAL 2162 2 12 4 1900 50 5 650 479 477 ROUTE 70 MINOR ARTERIAL 2249 2 12 4 1750 50 6 651 479 480 ROUTE70 MINOR ARTERIAL 1329 2 12 4 1900 50 6 652 480 481 ROUTE 70 MINOR ARTERIAL 1485 2 12 4 1750 50 6 GSP ON RAMP FROM 653 480 1012 ROUTE 70 FREEWAY RAMP 916 1 12 4 1350 30 6 654 480 1295 ROUTE 70 MINOR ARTERIAL 852 2 12 4 1900 50 6 655 481 480 ROUTE70 MINOR ARTERIAL 1485 2 12 4 1900 50 6 656 481 482 ROUTE70 MINOR ARTERIAL 1678 2 12 4 1750 50 6 657 482 481 ROUTE70 MINOR ARTERIAL 1678 2 12 4 1750 50 6 658 482 483 ROUTE 70 MINOR ARTERIAL 1537 2 12 4 1750 50 6 Oyster Creek Generating Station Evacuation Time Estimate K-81 KLD Engineering, P.C.Rev. 0 bb 48J 482 HLUUI /U MINUH AK I MAL l!I/ 2 12 4 1/!U bU b 660 483 994 ROUTE 70 MINOR ARTERIAL 1300 2 12 4 1750 50 6 661 484 466 ROUTE 70 COLLECTOR 271 1 12 4 1750 35 4 662 485 461 ROUTE 70 COLLECTOR 474 1 12 4 1575 35 4 663 486 462 ROUTE 70 COLLECTOR 344 1 12 4 1750 35 4 664 487 1062 ROUTE 554 COLLECTOR 1152 2 12 1 1750 45 36 665 488 84 GARDEN STATE PARKWAY FREEWAY 1446 3 12 11 2250 75 36 666 489 408 LILGHTHOUSE DR COLLECTOR 834 1 12 4 1750 30 36 667 489 409 LIGHTHOUSE DR COLLECTOR 2978 1 12 4 1350 30 36 GSP ON RAMP FROM 668 489 1294 ROUTE 554 FREEWAY RAMP 536 2 12 4 1900 30 36 669 490 401 ROUTE 554 COLLECTOR 2328 1 12 4 1750 50 36 670 490 491 ROUTE 554 COLLECTOR 770 1 12 4 1700 55 36 671 491 492 ROUTE 554 COLLECTOR 5824 1 12 4 1700 55 35 672 492 493 ROUTE 554 COLLECTOR 11247 1 12 4 1700 55 35 673 493 318 ROUTE 554 COLLECTOR 647 1 12 4 1750 55 30 674 494 408 1ST ST LOCAL ROADWAY 169 1 12 4 1750 30 36 675 495 494 1ST ST LOCAL ROADWAY 596 1 12 4 1350 30 36 676 496 495 1ST ST LOCAL ROADWAY 1725 1 12 4 1350 30 36 677 497 490 MIRAGE BLVD LOCAL ROADWAY 1114 2 12 4 1750 30 36 678 498 497 MIRAGE BLVD LOCAL ROADWAY 1405 1 12 4 1350 30 36 679 499 498 MIRAGE BLVD LOCAL ROADWAY 1103 1 12 4 1350 30 36 680 500 499 MIRAGE BLVD LOCAL ROADWAY 791 1 12 4 1350 30 36 681 501 500 MIRAGE BLVD LOCAL ROADWAY 1366 1 12 4 1350 30 36 682 502 501 MIRAGE BLVD LOCAL ROADWAY 1616 1 12 4 1350 30 31 683 503 491 PINE OAK BLVD LOCAL ROADWAY 1673 1 12 4 1350 30 36 684 504 503 PINE OAK BLVD LOCAL ROADWAY 675 1 12 4 1350 30 36 Oyster Creek Generating Station Evacuation Time Estimate K-82 KLD Engineering, P.C.Rev. 0 685 505 150 E BAY AVE LOCAL ROADWAY 1179 1 12 4 1750 30 39 686 506 505 E BAY AVE LOCAL ROADWAY 1585 1 12 4 1350 30 39 687 507 506 E BAY AVE LOCAL ROADWAY 2313 1 12 4 1350 30 39 688 508 507 E BAY AVE LOCAL ROADWAY 1723 1 12 4 1350 30 39 689 509 508 E BAY AVE LOCAL ROADWAY 3089 1 12 4 1350 30 39 690 510 154 BARNEGAT BLVD N MINOR ARTERIAL 1093 2 12 4 1750 30 39 691 510 511 BARNEGAT BLVD N MINOR ARTERIAL 2489 2 12 4 1900 30 39 692 511 510 BARNEGAT BLVD N MINOR ARTERIAL 2556 2 12 4 1900 30 39 693 511 512 BARNEGAT BLVD N MINOR ARTERIAL 1282 2 12 4 1750 30 39 694 512 152 BENGAL BLVD LOCAL ROADWAY 3419 1 12 4 1350 30 39 695 512 513 BARNEGAT BLVD N MINOR ARTERIAL 3137 2 12 4 1900 30 39 696 513 514 BARNEGAT BLVD N MINOR ARTERIAL 708 2 12 4 1750 30 36 697 514 487 BARNEGAT BLVD N MINOR ARTERIAL 1484 2 12 4 1750 30 36 698 515 154 BAYSHORE AVE LOCAL ROADWAY 914 2 12 4 1750 30 39 699 516 515 BAYSHORE AVE LOCAL ROADWAY 1119 1 12 4 1350 30 39 700 517 516 BAYSHORE AVE LOCAL ROADWAY 1161 1 12 4 1350 30 39 701 518 517 BAYSHORE AVE LOCAL ROADWAY 2800 1 12 4 1350 30 39 702 519 517 11TH ST LOCAL ROADWAY 1288 1 12 4 1350 30 39 703 520 519 11TH ST LOCAL ROADWAY 703 1 12 4 1350 30 39 704 520 521 SENECA BLVD LOCAL ROADWAY 999 1 12 4 1350 30 39 705 521 523 SENECA BLVD LOCAL ROADWAY 742 1 12 4 1350 30 39 706 522 521 7TH ST LOCAL ROADWAY 1198 1 12 4 1350 30 39 707 523 155 SENECA BLVD LOCAL ROADWAY 1012 1 12 4 1750 30 39 708 524 523 4TH ST LOCAL ROADWAY 1323 1 12 4 1350 30 39 709 525 522 TUSCARORA AVE LOCAL ROADWAY 1760 1 12 4 1350 30 39 710 526 525 TUSCARORA AVE LOCAL ROADWAY 1062 1 12 4 1350 30 39 711 527 526 TUSCARORA AVE LOCAL ROADWAY 739 1 12 4 1350 30 39 Oyster Creek Generating Station Evacuation Time Estimate K-83 KLD Engineering, P.C.Rev..0 712 528 514 RAVENWOOD BLVD LOCAL ROADWAY 1250 1 12 4 1750 30 36 713 529 528 RAVENWOOD BLVD LOCAL ROADWAY 2459 1 12 4 1350 30 36 714 530 513 PENNSYLVANIA AVE LOCAL ROADWAY 1546 1 12 4 1350 30 36 715 531 530 PENNSYLVANIA AVE LOCAL ROADWAY 1045 1 12 4 1350 30 36 716 532 159 ROUTE 532 COLLECTOR 1142 1 12 1 1750 35 32 717 532 533 ROUTE 532 COLLECTOR 5813 1 12 1 1750 40 32 718 533 532 ROUTE 532 COLLECTOR 5813 1 12 1 1700 40 32 719 533 534 ROUTE 532 COLLECTOR 3921 1 12 1 1750 50 32 720 534 535 ROUTE 532 COLLECTOR 1648 1 12 1 1700 50 31 GSP ON RAMP FROM 721 535 81 ROUTE 532 FREEWAY RAMP 1320 1 12 4 1700 45 31 722 535 536 ROUTE 532 COLLECTOR 2366 1 12 1 1700 50 31 723 536 537 ROUTE 532 COLLECTOR 1752 1 12 1 1700 55 31 724 537 538 ROUTE 532 COLLECTOR 5972 1 12 1 1700 55 31 725 538 539 ROUTE 532 COLLECTOR 4198 1 12 1 1700 55 31 726 539 540 ROUTE 532 COLLECTOR 4006 1 12 4 1700 55 31 727 540 541 ROUTE 532 COLLECTOR 3725 1 12 4 1700 55 31 728 541 542 ROUTE 532 COLLECTOR 4017 1 12 4 1700 55 31 729 542 319 ROUTE 532 COLLECTOR 4229 1 12 4 1750 55 30 730 543 533 GREENBRIAR BLVD LOCAL ROADWAY 1683 1 12 4 1750 30 32 731 544 543 GREENBRIAR BLVD LOCAL ROADWAY 877 1 12 4 1350 30 32 732 545 544 HERITAGE CIRCLE LOCAL ROADWAY 2352 1 12 4 1350 30 32 733 545 547 HERITAGE CIRCLE LOCAL ROADWAY 2135 1 12 4 1350 30 32 734 546 544 HERITAGE CIRCLE LOCAL ROADWAY 1095 1 12 4 1350 30 32 735 546 547 HERITAGE CIRCLE LOCAL ROADWAY 1295 1 12 4 1350 30 32 736 547 548 PANCOAST RD LOCAL ROADWAY 536 1 12 4 1350 30 32 737 548 549 PANCOAST RD LOCAL ROADWAY 736 1 12 4 1350 30 32 Oyster Creek Generating Station Evacuation Time Estimate K-84 KLD Engineering, P.C.Rev. 0 738 549 550 PANCOAST RD LOCAL ROADWAY 1267 1 12 4 1350 30 32 739 550 551 PANCOAST RD LOCAL ROADWAY 807 1 12 4 1350 30 32 740 551 552 PANCOAST RD LOCAL ROADWAY 1844 1 12 4 1350 30 32 741 552 553 PANCOAST RD LOCAL ROADWAY 345 1 12 4 1125 25 32 742 553 155 ROUTE 9 COLLECTOR 2628 1 12 4 1750 50 32 743 554 156 ROUTE 9 COLLECTOR 666 1 12 4 1700 50 32 744 555 554 BARNEGAT BEACH DR LOCAL ROADWAY 4679 1 12 4 1750 30 32 745 556 557 BYRANT RD COLLECTOR 1454 1 12 4 1125 25 32 746 557 558 BYRANT RD COLLECTOR 820 1 12 4 1750 25 32 747 558 159 BYRANT RD COLLECTOR 1043 1 12 4 1750 25 32 748 558 1060 MAIN ST LOCAL ROADWAY 1612 1 12 4 1575 35 32 749 559 161 ROUTE 9 COLLECTOR 2316 1 12 4 1750 50 32 750 559 162 ROUTE 9 COLLECTOR 550 1 12 4 1750 50 32 751 560 162 PLANT ACCESS RD COLLECTOR 767 1 12 4 1750 25 32 752 561 559 PLANT ACCESS RD COLLECTOR 787 1 12 4 1750 25 32 753 562 563 BEACH BLVD LOCAL ROADWAY 1020 1 12 4 1575 35 32 754 563 564 BEACH BLVD LOCAL ROADWAY 3740 1 12 4 1575 35 32 755 564 565 BEACH BLVD LOCAL ROADWAY 989 1 12 4 1575 35 32 756 565 566 BEACH BLVD LOCAL ROADWAY 1195 1 12 4 1575 35 32 757 566 567 BEACH BLVD LOCAL ROADWAY 1319 1 12 4 1575 35 32 758 567 568 BEACH BLVD LOCAL ROADWAY 1502 1 12 4 1575 35 32 759 568 569 BEACH BLVD LOCAL ROADWAY 1316 1 12 4 1575 35 32 760 569 570 BEACH BLVD LOCAL ROADWAY 1731 1 12 4 1750 35 32 761 570 163 ROUTE 9 COLLECTOR 1107 1 12 4 1700 50 32 762 570 164 ROUTE 9 COLLECTOR 673 1 12 4 1700 45 32 763 571 572 CENTRAL AVE COLLECTOR 6105 1 12 4 1700 45 33 764 572 1172 CENTRAL AVE COLLECTOR 18154 1 12 4 1700 45 33 Oyster Creek Generating Station Evacuation Time Estimate K-85 KLD Engineering, P.C.Rev. 0 765 573 768 ROUTE 35 COLLEC OU 1314 1 4 1i5U U Z6 766 574 575 WHITING LACEY RD MINOR ARTERIAL 1728 2 12 4 1900 45 26 767 574 630 LAKE BARNEGAT DR N LOCAL ROADWAY 1741 1 12 4 1700 40 26 768 575 625 WHITING LACEY RD MINOR ARTERIAL 725 2 12 4 1750 45 26 769 576 577 WHITING LACEY RD MINOR ARTERIAL 2418 2 12 4 1750 45 26 770 576 626 MANCHESTER AVE LOCAL ROADWAY 3179 1 12 4 1750 40 26 771 577 578 WHITING LACEY RD MINOR ARTERIAL 1406 2 12 4 1900 45 26 GSP ON RAMP FROM LACY 772 578 44 RD FREEWAY RAMP 961 1 12 4 1700 45 26 773 578 579 WHITING LACEY RD MINOR ARTERIAL 164 1 12 4 1750 45 26 774 579 580 WHITING LACEY RD COLLECTOR 951 1 12 4 1700 45 26 775 580 581 WHITING LACEY RD COLLECTOR 27232 1 12 4 1700 55 23 776 581 1013 WHITING LACEY RD COLLECTOR 3931 1 12 4 1750 55 23 777 582 583 WHITING LACEY RD COLLECTOR 960 1 12 4 1700 50 22 778 583 584 WHITING LACEY RD COLLECTOR 2708 1 12 4 1700 55 11 779 584 585 WHITING LACEY RD COLLECTOR 914 1 12 4 1700 50 11 780 585 586 WHITING LACEY RD COLLECTOR 2291 1 12 4 1700 55 11 781 586 587 WHITING LACEY RD COLLECTOR 2564 1 12 4 1700 45 11 782 587 588 WHITING LACEY RD COLLECTOR 2902 1 12 4 1700 45 11 783 588 589 WHITING LACEY RD COLLECTOR 1573 1 12 4 1700 45 11 784 589 590 WHITING LACEY RD COLLECTOR 536 1 12 4 1750 40 11 785 590 766 WHITING LACEY RD COLLECTOR 1018 1 12 4 1700 45 11 786 591 592 LAKE RD COLLECTOR 6419 1 12 1 1700 55 11 787 592 593 LAKE RD COLLECTOR 2218 1 12 1 1700 55 11 788 593 594 LAKE RD COLLECTOR 2428 1 12 1 1700 55 11 789 593 1160 LAKE RD LOCAL ROADWAY 2037 1 12 4 1750 45 11 790 594 596 LAKE RD COLLECTOR 1613 1 12 4 1750 40 11 Oyster Creek Generating Station Evacuation Time Estimate K-86 KLD Engineering, P.C.Rev. 0 791 596 452 WHITING LACEY RD COLLECTOR 3665 1 12 4 1700 45 11 792 596 759 MANCHESTER BLVD COLLECTOR 5607 1 12 4 1750 35 11 793 597 592 COOLIDGE AVE LOCAL ROADWAY 7372 1 12 4 1135 25 11 794 598 448 HARRY WRIGHT BLVD LOCAL ROADWAY 8638 1 12 4 1650 30 22 795 598 599 ELIZABETH AVE LOCAL ROADWAY 1074 1 12 4 1650 30 11 796 599 591 PERSHING AVE LOCAL ROADWAY 2353 1 12 4 1650 30 11 797 600 449 ROUTE 539 COLLECTOR 1387 1 12 4 1700 50 11 798 601 621 LAKESIDE DR LOCAL ROADWAY 1207 1 12 4 1350 30 32 799 602 601 LAKESIDE DR LOCAL ROADWAY 1363 1 12 4 1350 30 32 800 602 603 LAKESIDE DR LOCAL ROADWAY 895 1 12 4 1350 30 32 801 603 602 LAKESIDE DR LOCAL ROADWAY 895 1 12 4 1350 30 32 802 603 604 LAKESIDE DR LOCAL ROADWAY 1213 1 12 4 1350 30 32 803 604 603 LAKESIDE DR LOCAL ROADWAY 1231 1 12 4 1350 30 32 804 604 619 LAKESIDE DR LOCAL ROADWAY 713 1 12 4 1350 30 32 805 605 606 LAKESIDE DR LOCAL ROADWAY 652 1 12 4 1350 30 26 806 606 607 DEERHEAD LAKE DR LOCAL ROADWAY 486 1 12 4 1350 30 26 807 607 608 DEERHEAD LAKE DR LOCAL ROADWAY 549 1 12 4 1125 25 26 808 608 575 WILLIAMS AVE LOCAL ROADWAY 2288 1 12 4 1125 25 26 809 608 609 DEERHEAD LAKE DR LOCAL ROADWAY 375 1 12 4 1125 25 26 810 609 610 DEERHEAD LAKE DR LOCAL ROADWAY 1011 1 12 4 1125 25 26 811 610 611 DEERHEAD LAKE DR LOCAL ROADWAY 827 1 12 4 1125 25 26 812 611 625 DEERHEAD LAKE DR LOCAL ROADWAY 768 1 12 4 1750 25 26 813 612 624 LAKESIDE DR LOCAL ROADWAY 614 1 12 4 1350 30 26 814 613 612 LAKESIDE DR LOCAL ROADWAY 2178 1 12 4 1350 30 26 815 614 613 LLEWELLYN PKWY LOCAL ROADWAY 955 1 12 4 1350 30 26 816 614 615 LLEWELLYN PKWY LOCAL ROADWAY 1528 1 12 4 1350 30 26 817 615 616 DEERHEAD LAKE DR LOCAL ROADWAY 2364 1 12 4 1350 30 26 Oyster Creek Generating Station Evacuation Time Estimate K-87 KLD Engineering, P.C.Rev. 0 Si bib b24 ULLEHEAV LAKL UK LULAL RUAUWAY 421 12 4 1lbU Zb 819 617 615 LLEWELLYN PKWY LOCAL ROADWAY 1218 1 12 4 1350 30 26 820 617 618 PARKSIDE DR LOCAL ROADWAY 2868 1 12 4 1350 30 32 821 618 619 PARKSIDE DR LOCAL ROADWAY 591 1 12 4 1350 30 26 822 619 604 LAKESIDE DR LOCAL ROADWAY 713 1 12 4 1350 30 32 823 619 605 LAKESIDE DR LOCAL ROADWAY 747 1 12 4 1350 30 26 824 620 603 EARLE WAY LOCAL ROADWAY 2501 1 12 4 1350 30 32 825 621 165 LAKESIDE DR LOCAL ROADWAY 1313 1 12 4 1350 30 32 826 622 621 SYLVANIA PL LOCAL ROADWAY 1287 1 12 4 1350 30 32 827 623 577 NEWARK AVE LOCAL ROADWAY 1703 1 12 4 1750 35 26 828 624 606 DEERHEAD LAKE DR LOCAL ROADWAY 216 1 12 4 1350 30 26 829 625 576 WHITING LACEY RD MINOR ARTERIAL 1224 2 12 4 1750 45 26 830 626 576 MANCHESTER AVE LOCAL ROADWAY 3179 1 12 4 1750 40 26 831 626 631 WESTERN BLVD LOCAL ROADWAY 1923 1 12 3 1700 45 26 832 626 632 MANCHESTER AVE LOCAL ROADWAY 2505 1 12 4 1575 35 26 833 627 626 HAINES ST LOCAL ROADWAY 2515 1 12 4 1750 40 26 834 627 628 HAINES ST LOCAL ROADWAY 1745 1 12 4 1700 40 26 835 628 167 HAINES ST LOCAL ROADWAY 1310 1 12 4 1750 40 27 836 628 627 HAINES ST LOCAL ROADWAY 1745 1 12 4 1700 40 26 837 629 628 LAKE BARNEGAT DR N LOCAL ROADWAY 1975 1 12 4 1700 40 27 838 630 574 LAKE BARNEGAT DR N LOCAL ROADWAY 1722 1 12 4 1750 40 26 839 630 1293 LAKE BARNEGAT DR N LOCAL ROADWAY 698 1 12 4 1700 40 26 840 631 635 WESTERN BLVD LOCAL ROADWAY 3745 1 12 3 1700 45 26 841 632 626 MANCHESTER AVE LOCAL ROADWAY 2505 1 12 4 1750 35 26 842 632 633 CEDAR AVE LOCAL ROADWAY 1071 1 12 4 1575 35 26 843 633 632 CEDAR AVE LOCAL ROADWAY 1072 1 12 4 1575 35 26 844 633 634 CEDAR AVE LOCAL ROADWAY 1649 1 12 4 1575 35 27 Oyster Creek Generating Station Evacuation Time Estimate K-88 KLD Engineering, P.C.Rev. 0 645 b34 b33 CLEDAR AVE LULAL KUAUWAY lb5Z I l2 4 1b5/b _ _ i/846 634 643 SOUTH ST LOCAL ROADWAY 2596 1 12 4 1750 35 27 847 635 636 WESTERN BLVD LOCAL ROADWAY 1275 1 12 3 1700 45 26 848 636 637 WESTERN BLVD LOCAL ROADWAY 3306 1 12 3 1750 45 24 849 637 638 VETERANS BLVD COLLECTOR 881 1 12 4 1700 45 24 850 637 655 WESTERN BLVD LOCAL ROADWAY 2571 1 12 4 1700 45 24 851 637 1340 VETERANS BLVD COLLECTOR 3474 1 12 4 1700 45 24 852 638 639 VETERANS BLVD COLLECTOR 1022 1 12 4 1700 45 24 853 639 640 FOREST HILLS PKWY COLLECTOR 938 1 12 4 1700 45 24 854 640 660 FOREST HILLS PKWY COLLECTOR 1674 1 12 4 1750 45 24 855 641 642 SERPENTINE DR COLLECTOR 1163 1 12 4 1350 30 25 856 641 1340 VETERANS BLVD COLLECTOR 885 1 12 4 1700 45 25 857 642 641 SERPENTINE DR COLLECTOR 1162 1 12 4 1350 30 25 858 642 1343 CENTRAL PKWY COLLECTOR 1715 1 12 4 1700 40 25 859 643 169 ROUTE 9 COLLECTOR 1359 1 12 4 1700 45 27 860 644 170 HARBOR INN RD COLLECTOR 4008 1 12 4 1750 35 27 861 645 644 NEARY AVE COLLECTOR 677 1 12 4 1125 25 27 862 646 645 BRENNAN CONCOURSE COLLECTOR 2016 1 12 4 1575 35 27 863 646 647 BAYVIEW AVE COLLECTOR 615 1 12 1 1575 35 27 864 647 648 BAYVIEW AVE COLLECTOR 2346 1 12 1 1575 35 27 865 648 649 BAYVIEW AVE COLLECTOR 1464 1 12 1 1575 35 25 866 649 650 BAYVIEW AVE COLLECTOR 1147 1 12 1 1750 35 25 867 650 172 BUTLER BLVD COLLECTOR 4717 1 12 4 1750 40 25 868 651 650 BAYVIEW AVE COLLECTOR 1692 1 12 1 1750 35 25 869 651 652 BAYVIEW AVE COLLECTOR 1843 1 12 1 1575 35 25 870 652 653 BAY BLVD COLLECTOR 3438 1 12 4 1575 35 25 871 652 725 BAY BLVD COLLECTOR 1346 1 12 4 1750 30 28 Oyster Creek Generating Station Evacuation Time Estimate K-89 KLD Engineering, P.C.Rev. 0 872 653 173 BAY BLVD COLLECTOR 1490 1 12 4 1750 35 25 873 654 655 WESTERN BLVD LOCAL ROADWAY 2221 1 12 4 1700 45 24 874 654 659 NORTHERN BLVD LOCAL ROADWAY 3890 1 12 1 1750 45 24 875 655 637 WESTERN BLVD LOCAL ROADWAY 2572 1 12 4 1750 45 24 876 655 654 WESTERN BLVD LOCAL ROADWAY 2221 1 12 4 1700 45 24 877 655 1308 MARYLAND AVE LOCAL ROADWAY 5635 1 12 4 1575 35 25 878 656 657 MARYLAND AVE LOCAL ROADWAY 1645 1 12 4 1575 35 25 879 657 658 STATION RD LOCAL ROADWAY 1870 1 12 4 1750 35 25 880 658 174 ROUTE 9 COLLECTOR 629 1 12 4 1700 45 25 881 659 660 GRAND CENTRAL PKWY LOCAL ROADWAY 3622 1 12 4 1750 35 24 882 659 676 GRAND CENTRAL PKWY LOCAL ROADWAY 3338 1 12 4 1700 45 24 883 660 659 GRAND CENTRAL PKWY LOCAL ROADWAY 3622 1 12 4 1750 35 24 884 660 661 FOREST HILLS PKWY COLLECTOR 1523 2 12 4 1750 45 24 GSP ON RAMP FROM 885 661 47 FOREST HILLS PKWY FREEWAY RAMP 1277 1 12 4 1700 45 24 886 661 662 FOREST HILLS PKWY COLLECTOR 805 1 12 4 1575 45 24 887 662 663 ROUTE 618 COLLECTOR 2587 1 12 4 1750 45 24 888 663 664 ROUTE 618 COLLECTOR 13789 1 12 4 1750 45 23 889 663 704 DOUBLE TROUBLE RD COLLECTOR 2952 1 12 4 1700 40 24 890 664 1016 DOVER RD COLLECTOR 5546 1 12 4 1700 55 23 891 664 1158 ROUTE 530 COLLECTOR 605 1 12 4 1700 50 12 892 664 1159 ROUTE 530 COLLECTOR 802 1 12 4 1700 45 12 893 665 666 ROUTE 530 COLLECTOR 2965 1 12 4 1700 55 12 894 666 667 ROUTE 530 COLLECTOR 1328 1 12 4 1700 55 12 895 667 668 ROUTE 530 COLLECTOR 6428 1 12 4 1700 55 12 896 668 669 ROUTE 530 COLLECTOR 1716 1 12 4 1700 S5 12 897 669 1289 ROUTE 530 COLLECTOR 1220 1 12 4 1700 55 11 Oyster Creek Generating Station Evacuation Time Estimate K-90 KLD Engineering, P.C.Rev. 0 898 670 671 ROUTE 530 COLLECTOR 2346 1 12 4 1700 55 11 899 671 672 ROUTE 530 COLLECTOR 2763 1 12 4 1700 55 11 900 672 590 ROUTE 530 COLLECTOR 2427 1 12 4 1750 45 11 901 673 709 ROUTE 530 COLLECTOR 6024 1 12 4 1750 40 15 902 673 1128 DAVENPORT RD COLLECTOR 1893 1 12 4 1700 45 15 903 673 1158 ROUTE 530 COLLECTOR 8886 1 12 4 1700 50 12 904 674 168 ROUTE 9 COLLECTOR 1303 1 12 4 1700 45 27 905 674 643 ROUTE 9 COLLECTOR 1309 1 12 4 1750 50 27 906 675 674 LAUREL BLVD COLLECTOR 9045 2 12 4 1750 35 27 907 676 677 PINEWALD RD LOCAL ROADWAY 1316 1 12 4 1700 45 24 908 677 678 PINEWALD RD LOCAL ROADWAY 2133 1 12 4 1350 30 24 909 677 684 BERKELEY AVE LOCAL ROADWAY 1092 1 12 1 1575 35 24 910 678 679 PINEWALD RD LOCAL ROADWAY 1066 1 12 4 1350 30 15 911 679 680 PINEWALD RD LOCAL ROADWAY 1546 1 12 4 1350 30 15 912 679 682 BEACHWOOD BLVD LOCAL ROADWAY 2277 1 12 4 1750 35 15 913 680 681 SURF AVE LOCAL ROADWAY 1369 1 12 4 1750 35 15 914 681 690 SURFAVE LOCAL ROADWAY 2530 1 12 4 1575 35 15 915 681 691 BIRCH ST LOCAL ROADWAY 2030 1 12 4 1750 35 15 916 682 681 BIRCH ST LOCAL ROADWAY 1414 1 12 4 1750 35 15 917 682 689 BEACHWOOD BLVD LOCAL ROADWAY 2530 1 12 4 1575 35 15 918 683 678 PINE ST LOCAL ROADWAY 1093 1 12 4 1575 35 15 919 683 1315 MERMAID AVE LOCAL ROADWAY 585 1 12 4 1575 35 15 920 684 685 BERKELEY AVE LOCAL ROADWAY 610 1 12 1 1575 35 24 921 685 686 BERKELEY AVE LOCAL ROADWAY 4677 1 12 1 1575 35 24 922 686 687 BIRCH ST LOCAL ROADWAY 1434 1 12 4 1575 35 15 923 686 692 BERKELEY AVE LOCAL ROADWAY 2369 1 12 1 1575 35 15 924 687 682 BIRCH ST LOCAL ROADWAY 1645 1 12 4 1750 35 15 Oyster Creek Generating Station Evacuation Time Estimate K-91 KLD Engineering, P.C.Rev. 0 925 687 1314 MERMAID AVE LOCAL ROADWAY 624 1 12 4 1575 35 15 926 688 689 BOWLINE ST LOCAL ROADWAY 1635 1 12 4 1575 35 15 927 688 1310 MERMAID AVE LOCAL ROADWAY 641 1 12 4 1575 35 15 928 688 1314 MERMAID AVE LOCAL ROADWAY 1905 1 12 4 1575 35 15 929 689 682 BEACHWOOD BLVD LOCAL ROADWAY 2530 1 12 4 1750 35 15 930 689 697 BEACHWOOD BLVD LOCAL ROADWAY 1262 1 12 4 1575 35 15 931 689 1311 BOWLINE ST LOCAL ROADWAY 238 1 12 4 1575 35 15 932 690 681 SURFAVE LOCAL ROADWAY 2529 1 12 4 1750 35 15 933 690 698 SURF AVE LOCAL ROADWAY 1262 1 12 4 1575 35 15 934 691 708 DOUBLE TROUBLE RD COLLECTOR 2135 1 12 4 1700 40 15 935 692 693 RAILROAD AVE LOCAL ROADWAY 336 1 12 1 1575 35 15 936 693 702 MIZZEN AVE LOCAL ROADWAY 2164 1 12 4 1750 35 15 937 693 1309 BOWLINE ST LOCAL ROADWAY 485 1 12 4 1575 35 15 938 694 695 RAILROAD AVE LOCAL ROADWAY 1763 1 12 4 1575 35 15 939 695 696 RAILROAD AVE LOCAL ROADWAY 185 1 12 4 1575 35 15 940 696 703 BEACHWOOD BLVD LOCAL ROADWAY 152 1 12 4 1750 30 15 941 697 689 BEACHWOOD BLVD LOCAL ROADWAY 1262 1 12 4 1575 35 15 942 697 696 BEACHWOOD BLVD LOCAL ROADWAY 530 1 12 4 1575 35 15 943 697 1312 WAVE ST LOCAL ROADWAY 242 1 12 4 1575 35 15 944 698 690 SURF AVE LOCAL ROADWAY 1262 1 12 4 1575 35 15 945 698 699 SURF AVE LOCAL ROADWAY 197 1 12 4 1750 30 15 946 699 700 SURF AVE LOCAL ROADWAY 1284 1 12 4 1350 30 15 947 699 1040 ROUTE 9 COLLECTOR 1706 2 12 4 1900 40 15 948 700 701 SURFAVE LOCAL ROADWAY 167 1 12 4 1750 30 15 949 701 715 ROUTE 166 COLLECTOR 2792 1 12 6 1575 35 15 950 702 178 ROUTE 9 COLLECTOR 1527 1 12 4 1575 35 16 951 703 699 ROUTE 9 COLLECTOR 1371 2 12 4 1750 50 15 Oyster Creek Generating Station Evacuation Time Estimate K-92 KLD Engineering, P.C.Rev. 0 952 704 663 DOUBLE TROUBLE RD COLLECTOR 2942 1 12 4 1750 40 24 953 704 705 DOUBLE TROUBLE RD COLLECTOR 895 1 12 4 1700 40 24 954 705 706 DOUBLE TROUBLE RD COLLECTOR 4220 1 12 4 1700 40 24 955 706 707 DOUBLE TROUBLE RD COLLECTOR 4686 1 12 4 1700 40 15 956 707 691 DOUBLE TROUBLE RD COLLECTOR 1433 1 12 4 1750 40 15 957 708 709 DOUBLE TROUBLE RD COLLECTOR 609 1 12 4 1750 40 15 958 709 180 ROUTE 530 COLLECTOR 1046 2 12 4 1750 40 15 959 709 673 ROUTE 530 COLLECTOR 6021 1 12 4 1750 40 15 960 710 180 ROUTE 530 COLLECTOR 1306 1 12 4 1750 40 15 961 710 711 MAIN ST LOCAL ROADWAY 948 1 12 4 1750 35 15 962 710 716 MAIN ST LOCAL ROADWAY 2518 1 12 4 1750 35 15 963 711 180 ROUTE 9 COLLECTOR 857 2 12 4 1750 35 15 964 711 710 MAIN ST LOCAL ROADWAY 948 1 12 4 1750 35 15 965 712 710 DOVER RD COLLECTOR 761 1 12 4 1750 40 15 966 713 712 DOVER RD COLLECTOR 764 1 12 4 1700 40 15 967 714 700 FLINT RD COLLECTOR 1044 1 12 4 1700 40 15 968 714 713 DOVER RD COLLECTOR 341 1 12 4 1700 40 15 969 715 716 MAINT ST COLLECTOR 443 1 12 4 1750 40 15 970 715 1034 ROUTE 166 MINOR ARTERIAL 493 2 12 4 1900 30 15 971 716 1034 MAIN ST COLLECTOR 214 1 12 4 1350 30 15 972 717 718 ROUTE 166 COLLECTOR 540 1 12 4 1750 30 15 973 717 720 LAKEHURST RD COLLECTOR 567 2 12 4 1750 40 15 974 718 844 ROUTE 166 COLLECTOR 2208 1 12 4 1750 35 13 975 719 717 WATER ST MINOR ARTERIAL 622 2 12 4 1750 35 15 976 720 721 LAKEHURST RD COLLECTOR 1419 1 12 4 1750 40 15 977 721 857 LAKEHURST RD COLLECTOR 1554 1 12 4 1750 40 13 978 721 1009 HIGHLAND PKWY COLLECTOR 167 1 12 4 1125 25 13 Oyster Creek Generating Station Evacuation Time Estimate K-93 KLD Engineering, P.C.Rev. 0 979 722 179 ROU I L 9 LULLL- I UK 4ý14 z Iz 4 1900 50 15 979 723 722 ROUTE 166 COLLECTOR 969 12 4 1750 5 15 981 723 1039 ROUTE 166 COLLECTOR 1239 1 12 4 1575 35 15 982 724 737 VEEDER LN COLLECTOR 3308 1 12 4 1575 35 28 983 725 652 BAY BLVD COLLECTOR 1347 1 12 4 1575 35 28 984 725 724 BAYVIEW AVE COLLECTOR 6360 1 12 4 1750 35 28 985 726 724 BAYVIEW AVE COLLECTOR 4950 1 11 0 1750 30 28 986 727 726 BAYVIEW AVE COLLECTOR 1364 1 11 0 1350 30 19 987 727 728 BAYVIEW AVE COLLECTOR 1778 1 11 0 1350 30 19 988 728 756 BAYVIEW AVE COLLECTOR 1217 1 11 0 1350 30 19 989 729 730 OCEAN GATE DR COLLECTOR 487 1 11 0 1575 35 16 990 729 731 OCEAN GATE DR COLLECTOR 1236 1 11 0 1575 35 16 991 730 757 CHELSEA AVE COLLECTOR 1867 1 11 0 1700 40 16 992 731 729 OCEAN GATE DR COLLECTOR 1236 1 11 0 1750 35 16 993 731 734 OCEAN GATE DR COLLECTOR 1031 1 11 0 1575 35 16 994 731 740 POINT PLEASANT AVE COLLECTOR 2059 1 11 0 1350 30 16 995 732 1303 POINT PLEASANT AVE COLLECTOR 1216 1 11 0 1350 30 19 996 733 734 LOUIS AVE COLLECTOR 5075 1 11 0 1350 30 19 997 733 1302 ANGELSEA AVE COLLECTOR 475 1 11 0 1350 30 19 998 734 731 OCEAN GATE DR COLLECTOR 1031 1 11 0 1575 35 16 999 734 735 LOUIS AVE COLLECTOR 1869 1 11 0 1350 30 16 1000 734 736 OCEAN GATE DR COLLECTOR 2874 1 11 0 1750 35 16 1001 735 736 MILL CREEK RD COLLECTOR 1896 1 11 0 1750 30 16 1002 735 740 MILL CREEK RD COLLECTOR 1550 1 11 0 1350 30 16 1003 736 175 OCEAN GATE DR COLLECTOR 436 1 12 4 1750 30 25 1004 736 735 MILL CREEK RD COLLECTOR 1899 1 11 0 1350 30 16 1005 737 736 VEEDER LN COLLECTOR 2894 1 12 4 1750 35 25 Oyster Creek Generating Station Evacuation Time Estimate K-94 KLD Engineering, P.C.Rev. 0 1006 738 741 CHELSEA AVE COLLECTOR 829 1 11 0 1350 30 16 1007 739 738 MILL CREEK RD COLLECTOR 549 1 11 0 1750 30 16 1008 740 735 MILL CREEK RD COLLECTOR 1550 1 11 0 1350 30 16 1009 740 739 MILL CREEK RD COLLECTOR 1071 1 11 0 1350 30 16 1010 741 742 CHELSEA AVE COLLECTOR 1367 1 11 0 1350 30 16 1011 742 746 CHELSEA AVE COLLECTOR 369 1 11 0 1350 30 16 1012 743 1307 MONUMENT RD COLLECTOR 277 1 11 0 1350 30 16 1013 744 749 PENNSYLVANIA AVE COLLECTOR 792 1 11 0 1350 30 16 1014 745 752 PENNSYLVANIA AVE COLLECTOR 3143 1 11 0 1750 30 16 1015 746 745 STATION AVE COLLECTOR 1611 1 11 0 1350 30 16 1016 746 748 PROSPECT AVE COLLECTOR 2480 1 11 0 1350 30 16 1017 747 746 STATION AVE COLLECTOR 1363 1 11 0 1350 30 16 1018 748 753 PROSPECT AVE COLLECTOR 1804 1 11 0 1350 30 16 1019 749 1318 BARNEGAT BLVD COLLECTOR 271 1 11 0 1350 30 16 1020 750 177 JOHN F KENNEDY BLVD COLLECTOR 2768 1 11 0 1350 30 16 1021 751 702 ROUTE 9 COLLECTOR 1895 1 12 4 1750 35 16 1022 752 744 PENNSYLVANIA AVE COLLECTOR 786 1 11 0 1350 30 16 1023 752 751 MOTOR RD COLLECTOR 1651 1 11 0 1750 30 16 1024 753 743 PROSPECT AVE COLLECTOR 731 1 11 0 1350 30 16 1025 753 752 MOTOR RD COLLECTOR 914 1 11 0 1750 30 16 1026 754 1039 STARBOARD COLLECTOR 726 1 11 0 1350 30 15 1027 755 723 BEACHWOOD BLVD COLLECTOR 729 1 11 0 1750 30 15 1028 755 1322 BARNEGAT BLVD COLLECTOR 643 1 11 0 1350 30 15 1029 756 1301 BAYVIEW AVE COLLECTOR 6367 1 11 0 1350 30 19 1030 757 738 CHELSEA AVE COLLECTOR 1265 1 11 0 1750 40 16 1031 759 596 MANCHESTER BLVD COLLECTOR 5607 1 12 4 1750 35 11 1032 759 764 PLEASANT VALLEY RD COLLECTOR 1457 1 12 4 1575 35 11 Oyster Creek Generating Station Evacuation Time Estimate K-95 KLD Engineering, P.C.Rev. 0 1033 759 765 MANCHESTER BLVD COLLECTOR 2483 1 12 4 1575 35 11 1034 760 759 PLEASANT VALLEY RD COLLECTOR 766 1 12 4 1750 35 11 1035 761 760 WANGLEBROOK RD COLLECTOR 3431 1 12 4 1575 35 11 1036 762 761 WANGLEBROOK RD COLLECTOR 1404 1 12 4 900 20 11 1037 763 672 WANGLEBROOK RD COLLECTOR 4276 1 12 4 1750 35 11 1038 763 762 WANGLEBROOK RD COLLECTOR 2618 1 12 4 1575 35 11 1039 764 456 ROUTE 70 COLLECTOR 6093 1 12 4 1750 60 11 1040 764 457 ROUTE 70 COLLECTOR 3136 1 12 4 1750 60 11 1041 765 457 MANCHESTER BLVD COLLECTOR 987 1 12 4 1750 35 11 1042 766 1160 WHITING LACEY RD COLLECTOR 1540 1 12 4 1750 45 11 1043 767 596 WHITING LACEY RD COLLECTOR 1483 1 12 4 1750 45 11 1044 768 769 ROUTE 35 COLLECTOR 1550 1 12 4 1350 30 28 1045 769 770 ROUTE35 MINOR ARTERIAL 1768 2 12 4 1900 30 28 1046 770 772 ROUTE 35 MINOR ARTERIAL 716 2 12 4 1900 25 20 1047 771 773 J ST COLLECTOR 367 1 12 4 1575 35 20 1048 771 774 ROUTE 35 MINOR ARTERIAL 2556 3 12 4 1900 35 20 1049 772 1170 ROUTE 35 MINOR ARTERIAL 2236 2 12 4 1900 35 20 1050 773 771 J ST COLLECTOR 368 1 12 4 1750 35 20 1051 773 776 BOULEVARD COLLECTOR 3534 1 12 4 1750 35 20 1052 774 775 ROUTE 35 MINOR ARTERIAL 1005 2 12 4 1750 35 20 1053 774 777 ROUTE 35 MINOR ARTERIAL 835 3 12 4 1900 35 20 1054 775 780 ROUTE 37 COLLECTOR 1530 1 12 4 1575 35 20 1055 775 781 ROUTE 35 MINOR ARTERIAL 538 2 12 4 1750 35 20 1056 776 775 HAMILTON AVE LOCAL ROADWAY 469 1 12 4 1750 35 20 1057 776 1175 BOULEVARD COLLECTOR 529 1 12 4 1750 35 20 1058 777 778 ROUTE 35 MAJOR ARTERIAL 287 3 12 4 1900 35 20 1059 778 779 ROUTE 35 MINOR ARTERIAL 898 2 12 4 1900 35 20 Oyster Creek Generating Station Evacuation Time Estimate K-96 KLD Engineering, P.C.Rev. 0 1060 778 827 ROUTE35 MINOR ARTERIAL 1152 2 12 4 1900 35 20 1061 779 780 ROUTE 35 COLLECTOR 486 1 12 4 1575 35 20 1062 780 789 ROUTE37 MINOR ARTERIAL 934 2 12 4 1900 35 20 1063 781 775 ROUTE 35 COLLECTOR 537 1 12 4 1750 35 20 1064 781 782 ROUTE 35 COLLECTOR 468 2 12 4 1750 35 20 1065 781 1175 SUMNER AVE COLLECTOR 478 1 12 4 1750 35 20 1066 782 781 ROUTE 35 COLLECTOR 469 2 12 4 1750 35 20 1067 782 783 ROUTE 35 COLLECTOR 2342 1 12 4 1750 35 20 1068 782 1176 GRANT AVE COLLECTOR 477 1 12 4 1750 35 20 1069 783 782 ROUTE 35 COLLECTOR 2343 1 12 4 1750 35 20 1070 783 793 ROUTE 35 MINOR ARTERIAL 603 2 12 4 1900 35 20 1071 784 785 ROUTE 35 MINOR ARTERIAL 801 2 12 4 1900 35 20 1072 785 783 ROUTE 35 MINOR ARTERIAL 687 2 12 4 1750 35 20 1073 785 786 ROUTE 35 MAJOR ARTERIAL 958 3 12 4 1900 35 20 1074 786 785 ROUTE 35 MAJOR ARTERIAL 960 3 12 4 1900 35 20 1075 786 787 ROUTE 35 MAJOR ARTERIAL 1121 3 12 4 1900 35 20 1076 787 786 ROUTE 35 MAJOR ARTERIAL 1121 3 12 4 1900 35 20 1077 787 788 ROUTE 35 MINOR ARTERIAL 720 2 12 4 1900 35 20 1078 788 787 ROUTE 35 MINOR ARTERIAL 719 3 12 4 1900 35 20 ROUTE 37 ON RAMP 1079 788 789 FROM ROUTE 35 FREEWAY RAMP 1165 1 12 4 1575 35 20 1080 789 790 ROUTE 37 MINOR ARTERIAL 1502 3 12 4 1750 50 20 1081 790 791 ROUTE37 MINOR ARTERIAL 7607 3 12 4 1750 50 19 1082 791 828 ROUTE 37 MAJOR ARTERIAL 2602 3 12 4 1750 50 19 1083 792 1179 ROUTE 35 COLLECTOR 836 1 12 4 1750 35 18 1084 793 1178 ROUTE 35 MINOR ARTERIAL 1198 2 12 4 1750 35 20 1085 794 795 ROUTE 35 MINOR ARTERIAL 518 2 12 12 1750 35 18 Oyster Creek Generating Station Evacuation Time Estimate K-97 KLD Engineering, P.C.Rev. 0 lU1b /95 /9b KOUTE 35 MINUKAKIKEIAL 1981 z 1 11 1/S Ub 16 1087 796 797 ROUTE 35 MINOR ARTERIAL 524 2 12 12 1900 35 18 1088 797 798 ROUTE 35 MINOR ARTERIAL 1911 2 12 12 1750 35 18 1089 798 799 ROUTE 35 MINOR ARTERIAL 1659 2 12 12 1750 35 18 1090 799 800 ROUTE 35 MINOR ARTERIAL 1666 2 12 12 1750 35 18 1091 800 801 ROUTE 35 MINOR ARTERIAL 2273 2 12 12 1750 35 18 1092 801 802 ROUTE 35 MINOR ARTERIAL 1472 2 12 12 1750 35 18 1093 801 812 CARMEL DR LOCAL ROADWAY 677 1 12 4 1750 35 18 1094 802 803 ROUTE 35 MINOR ARTERIAL 2095 2 12 12 1750 35 18 1095 802 810 KITTIWAKE AVE LOCAL ROADWAY 700 1 12 4 1750 35 18 1096 803 804 ROUTE 35 MINOR ARTERIAL 2160 2 12 12 1750 35 9 1097 803 808 STRICKLAND BLVD LOCAL ROADWAY 790 1 12 4 1750 35 9 1098 804 805 ROUTE35 MINOR ARTERIAL 990 2 12 12 1750 35 9 1099 805 1262 ROUTE 35 MINOR ARTERIAL 8763 2 12 12 1900 35 9 1100 806 804 2ND AVE LOCAL ROADWAY 466 1 12 4 1750 25 9 1101 807 803 STRICKLAND BLVD LOCAL ROADWAY 591 1 12 4 1750 25 9 1102 808 803 STRICKLAND BLVD LOCAL ROADWAY 790 1 12 4 1750 25 9 1103 808 810 ROUTE 35 MINOR ARTERIAL 2095 2 12 12 1750 35 9 1104 809 802 KITTIWAKE AVE LOCAL ROADWAY 560 1 12 4 1750 25 18 1105 810 802 KITTIWAKE AVE LOCAL ROADWAY 701 1 12 4 1750 25 18 1106 810 812 ROUTE 35 MINOR ARTERIAL 1551 2 12 12 1750 35 18 1107 811 801 CARMEL DR LOCAL ROADWAY 622 1 12 4 1750 25 18 1108 812 801 CARMEL DR LOCAL ROADWAY 677 1 12 4 1750 25 18 1109 812 1185 ROUTE 35 MINOR ARTERIAL 2295 2 12 12 1750 35 18 1110 813 1185 ORTLEY AVE LOCAL ROADWAY 308 1 12 4 1750 25 18 1111 814 800 ORTLEY AVE LOCAL ROADWAY 896 1 12 4 1750 25 18 1112 815 799 REESE AVE LOCAL ROADWAY 828 1 12 4 1750 25 18 Oyster Creek Generating Station Evacuation Time Estimate K-98 KLD Engineering, P.C.Rev. 0 illsI 6lb 1184 PHFtI.:N I b I LULAL KUAUWAY ii/ 1 1I 4 1/bU 2b 1_1114 817 798 WASHINGTON AVE LOCAL ROADWAY 905 1 12 4 1750 25 18 1115 818 1183 WASHINGTON AVE LOCAL ROADWAY 703 1 12 4 1750 25 18 1116 819 797 JERSEY CITY AVE LOCAL ROADWAY 833 1 12 4 1125 25 18 1117 820 1182 JERSEY CITY AVE LOCAL ROADWAY 1075 1 12 4 1750 25 18 1118 821 796 ELIZABETH AVE LOCAL ROADWAY 833 1 12 4 1750 25 18 1119 822 1181 ELIZABETH AVE LOCAL ROADWAY 984 1 12 4 1750 25 18 1120 823 1180 3RD AVE LOCAL ROADWAY 1367 1 12 4 1750 25 18 1121 824 795 3RD AVE LOCAL ROADWAY 856 1 12 4 1750 25 18 1122 825 794 6TH AVE LOCAL ROADWAY 843 1 12 4 1125 25 18 1123 826 792 6TH AVE LOCAL ROADWAY 1351 1 12 4 1750 25 18 1124 827 788 ROUTE35 MINOR ARTERIAL 1118 3 12 4 1900 35 20 1125 828 829 ROUTE 37 MAJOR ARTERIAL 1893 3 12 4 1750 50 19 1126 828 858 FISHER BLVD MINOR ARTERIAL 2655 2 12 4 1750 45 19 1127 829 830 ROUTE 37 MAJOR ARTERIAL 2387 3 12 4 1750 50 19 1128 830 831 ROUTE 37 MAJOR ARTERIAL 3864 3 12 4 1750 50 16 1129 830 874 COOLIDGE AVE COLLECTOR 2608 1 12 4 1750 40 16 1130 831 832 ROUTE 37 MAJOR ARTERIAL 2651 3 12 4 1750 50 16 1131 831 860 VAUGHN AVE COLLECTOR 2505 1 12 4 1750 40 14 1132 832 869 ROUTE 37 MAJOR ARTERIAL 966 3 12 4 1900 50 14 1133 833 834 ROUTE 37 MAJOR ARTERIAL 2245 3 12 4 1750 50 14 1134 834 835 ROUTE 37 MAJOR ARTERIAL 3132 3 12 4 1750 50 14 1135 834 847 CLIFTON AVE COLLECTOR 2750 1 12 4 1750 45 14 1136 834 1164 CLIFTON AVE COLLECTOR 2288 1 12 4 1750 45 14 1137 835 865 HOOPER AVE MAJOR ARTERIAL 286 3 12 4 1900 40 13 1138 835 1298 ROUTE 37 MAJOR ARTERIAL 3444 3 12 4 1900 50 13 1139 836 876 ROUTE 37 MAJOR ARTERIAL 903 3 12 4 1900 50 13 Oyster Creek Generating Station Evacuation Time Estimate K-99 KLD Engineering, P.C.Rev. 0 1140 836 1298 ROUTE 37 MAJOR ARTERIAL 263 1 12 4 1700 50 13 1141 836 1300 ROUTE 166 COLLECTOR 441 2 12 4 1750 45 13 1142 837 719 WATER ST MINOR ARTERIAL 750 2 12 4 1750 35 15 1143 837 839 HOOPER AVE MINOR ARTERIAL 632 2 12 4 1750 35 15 1144 838 719 ROBINS PKWY LOCAL ROADWAY 323 1 12 4 1750 35 15 1145 839 718 WASHINGTON ST COLLECTOR 1249 1 12 4 1750 40 15 1146 839 837 HOOPER AVE MINOR ARTERIAL 632 1 12 4 1750 35 15 1147 839 840 HOOPER AVE MINOR ARTERIAL 871 2 12 4 1750 35 15 1148 840 1334 HOOPER AVE MINOR ARTERIAL 1663 1 12 4 1750 40 13 1149 841 842 HOOPER AVE MINOR ARTERIAL 733 2 12 4 1750 40 13 1150 841 844 DAYTON AVE LOCAL ROADWAY 2765 1 12 4 1750 25 13 1151 842 835 HOOPER AVE MINOR ARTERIAL 698 2 12 4 1750 40 13 1152 843 842 TERRACE AVE LOCAL ROADWAY 1756 1 12 4 1750 25 13 1153 844 841 DAYTON AVE COLLECTOR 2764 1 12 4 1750 45 13 1154 844 1299 ROUTE 166 COLLECTOR 1305 2 12 4 1900 45 13 1155 845 840 MADISON AVE LOCAL ROADWAY 1290 1 12 4 1750 25 15 1156 845 846 HADLEY AVE LOCAL ROADWAY 916 1 12 4 1125 25 15 1157 846 839 WASHINGTON ST COLLECTOR 1501 1 12 4 1750 40 15 1158 846 847 WASHINGTON ST COLLECTOR 3384 1 12 4 1750 40 16 1159 847 834 CLIFTON AVE COLLECTOR 2750 1 12 4 1750 45 14 1160 847 846 WASHINGTON ST COLLECTOR 3384 1 12 4 1700 40 16 1161 847 848 WASHINGTON ST COLLECTOR 3285 1 12 4 1750 40 16 1162 848 832 WASHINGTON ST COLLECTOR 747 1 12 4 1750 40 16 1163 849 831 WEST END AVE COLLECTOR 990 1 12 4 1750 40 16 1164 850 849 WEST END AVE COLLECTOR 1931 1 12 4 1700 40 16 1165 851 850 WEST END AVE COLLECTOR 612 1 12 4 1700 40 16 1166 852 830 COOLIDGE AVE LOCAL ROADWAY 1254 1 12 4 1750 25 16 Oyster Creek Generating Station Evacuation Time Estimate K-100 KLD Engineering, P.C.Rev. 0 1167 853 854 LAKEHURST RD COLLECTOR 1296 1 12 4 1750 40 13 1168 854 855 LAKEHURST RD COLLECTOR 3343 1 12 4 1700 40 13 1169 855 856 LAKEHURST RD COLLECTOR 336 1 12 4 1750 40 13 1170 856 878 ROUTE 37 MAJOR ARTERIAL 802 3 12 4 1750 50 13 1171 856 879 ROUTE 37 MAJOR ARTERIAL 3268 3 12 4 1750 50 13 1172 857 853 LAKEHURST RD COLLECTOR 1787 1 12 4 1750 40 13 1173 858 859 FISHER BLVD MINOR ARTERIAL 4917 2 12 4 1750 45 17 1174 858 874 WINDSOR AVE COLLECTOR 4074 1 12 4 1750 40 17 1175 859 875 ROUTE 571 COLLECTOR 1500 1 12 4 1750 40 17 1176 859 971 FISHER BLVD MINOR ARTERIAL 1711 2 12 1 1750 45 17 1177 860 861 VAUGHN AVE COLLECTOR 4182 1 12 4 1750 40 14 1178 861 866 ROUTE 571 COLLECTOR 5240 1 12 4 1750 40 14 1179 862 901 ROUTE571 MINOR ARTERIAL 1390 2 12 4 1750 45 13 1180 862 1335 HOOPER AVE MINOR ARTERIAL 369 2 12 4 1900 45 14 1181 863 956 HOOPER AVE MINOR ARTERIAL 1371 2 12 4 1750 45 8 1182 864 866 CEDAR GROVE RD COLLECTOR 2041 1 12 4 1750 40 14 1183 864 1164 CEDAR GROVE RD COLLECTOR 1704 1 12 4 1750 40 14 1184 865 871 HOOPER AVE MAJOR ARTERIAL 1586 3 12 4 1750 40 13 1185 866 1204 ROUTE 571 COLLECTOR 551 2 12 4 1750 40 14 1186 867 864 BROOKSIDE DR COLLECTOR 2708 1 12 4 1700 40 14 1187 868 867 BROOKSIDE DR COLLECTOR 1909 1 12 4 1700 40 14 1188 869 833 ROUTE 37 MAJOR ARTERIAL 1568 3 12 4 1750 50 14 1189 869 868 BROOKSIDE DR COLLECTOR 751 1 12 4 1700 40 14 1190 870 865 CEDAR GROVE RD COLLECTOR 432 1 12 4 1700 40 13 1191 871 1198 HOOPER AVE MINOR ARTERIAL 1684 2 12 4 1750 40 14 1192 872 873 ROUTE 571 COLLECTOR 1133 2 12 4 1750 45 14 1193 873 1336 ROUTE 571 COLLECTOR 1536 2 12 4 1900 45 14 Oyster Creek Generating Station Evacuation Time Estimate K-101 KLD Engineering, P.C.Rev. 0 1194 874 860 WINDSOR AVE COLLECTOR 3568 1 12 4 1750 40 14 1195 874 875 COOLIDGE AVE COLLECTOR 4179 1 12 4 1750 40 17 1196 875 1209 ROUTE 571 COLLECTOR 1737 1 12 4 1750 40 14 GSP ON RAMP FROM 1197 876 55 ROUTE 37 FREEWAY RAMP 1356 1 12 4 1700 45 13 1198 876 836 ROUTE 37 MAJOR ARTERIAL 903 3 12 4 1750 50 13 1199 876 877 ROUTE 37 MINOR ARTERIAL 346 2 12 4 1900 45 13 1200 877 53 RT 37/GSP ON RAMP FREEWAY RAMP 790 1 12 4 1575 35 13 1201 877 876 ROUTE 37 MAJOR ARTERIAL 346 3 12 4 1900 50 13 1202 877 879 ROUTE 37 MAJOR ARTERIAL 3394 3 12 4 1750 45 13 1203 878 856 ROUTE 37 MAJOR ARTERIAL 800 3 12 4 1750 50 13 1204 878 880 ROUTE 37 MAJOR ARTERIAL 2335 3 12 4 1750 50 12 1205 879 856 ROUTE 37 MAJOR ARTERIAL 3267 3 12 4 1750 50 13 1206 879 877 ROUTE 37 MAJOR ARTERIAL 3394 3 12 4 1900 45 13 1207 880 878 ROUTE 37 MAJOR ARTERIAL 2336 3 12 4 1750 50 12 1208 880 881 ROUTE 37 MAJOR ARTERIAL 1053 3 12 4 1750 50 12 1209 881 882 ROUTE 37 MAJOR ARTERIAL 1775 3 12 4 1750 50 12 1210 882 892 ROUTE 37 MAJOR ARTERIAL 1327 3 12 4 1900 50 12 1211 883 884 ROUTE 37 MAJOR ARTERIAL 1837 3 12 4 1750 50 12 1212 884 885 ROUTE 37 MAJOR ARTERIAL 2935 3 12 4 1750 50 12 1213 885 886 ROUTE 37 MAJOR ARTERIAL 4215 2 12 4 1750 50 4 1214 886 887 ROUTE 37 MINOR ARTERIAL 3507 2 12 4 1750 55 4 1215 887 888 ROUTE 37 MINOR ARTERIAL 1906 2 12 4 1900 55 4 1216 888 889 ROUTE 37 MINOR ARTERIAL 686 2 12 4 1750 55 4 1217 889 468 COLONIAL DR LOCAL ROADWAY 3189 1 12 4 1750 35 4 1218 889 890 ROUTE 37 COLLECTOR 2202 1 12 4 1700 55 4 1219 890 891 ROUTE 37 COLLECTOR 642 1 12 4 1700 55 4 Oyster Creek Generating Station Evacuation Time Estimate K-102 KLD Engineering, P.C.Rev. 0 1220 891 484 ROUTE 37 COLLECTOR 360 1 12 4 1750 35 4 1221 892 883 ROUTE 37 MAJOR ARTERIAL 1516 3 12 4 1750 50 12 1222 893 894 ROUTE 166 COLLECTOR 5908 1 12 4 1700 45 13 1223 893 1200 OLD FREEHOLD RD COLLECTOR 623 2 12 4 1900 45 13 1224 894 895 ROUTE 166 COLLECTOR 1480 1 12 4 1750 45 13 1225 895 181 ROUTE 166 COLLECTOR 1347 1 12 4 1700 45 13 1226 895 896 LOMELL LN COLLECTOR 1344 1 12 4 1750 45 13 GSP NB ON RAMP FROM 1227 896 58 ROUTE 9 NB FREEWAY RAMP 771 1 12 4 1700 45 13 ROUTE 9 ON RAMP FROM 1228 896 895 GSP FREEWAY RAMP 1343 1 12 4 1750 45 13 1229 897 182 ROUTE 571 MINOR ARTERIAL 2316 2 12 4 1750 45 7 1230 897 896 LOMELL LN COLLECTOR 1380 1 12 4 1750 45 13 1231 898 897 ROUTE 571 MINOR ARTERIAL 2817 2 12 4 1750 45 13 1232 898 941 OLD FREEHOLD RD COLLECTOR 1596 1 12 4 1750 45 13 1233 899 900 N BAY AVE COLLECTOR 1740 1 12 4 1750 45 13 1234 899 902 ROUTE 571 COLLECTOR 1587 1 12 4 1700 45 13 1235 900 899 N BAY AVE COLLECTOR 1740 1 12 4 1750 45 13 1236 900 949 N BAY AVE COLLECTOR 2484 1 12 4 1700 45 14 1237 900 963 OAK AVE LOCAL ROADWAY 1854 1 12 4 1750 30 14 1238 901 899 ROUTE571 MINOR ARTERIAL 873 2 12 4 1750 45 13 1239 902 898 ROUTE 571 COLLECTOR 1290 1 12 4 1750 45 13 1240 903 904 ROUTE571 MINOR ARTERIAL 1667 2 12 4 1750 45 7 1241 904 905 ROUTE571 MINOR ARTERIAL 1827 2 12 4 1750 45 7 1242 905 1017 ROUTE 571 MINOR ARTERIAL 1908 2 12 4 1900 45 7 1243 906 907 ROUTE 571 MINOR ARTERIAL 2913 2 12 1 1900 45 4 1244 906 1018 WHITESVILLE RD COLLECTOR 701 1 12 4 1700 45 7 Oyster Creek Generating Station Evacuation Time Estimate K-103 KLD Engineering, P.C.Rev. 0 1245 907 922 ROUTE 571 MINOR ARTERIAL 1234 2 12 1 1750 45 4 1246 908 909 ROUTE 571 COLLECTOR 2214 1 12 4 1700 50 4 1247 909 1259 ROUTE 571 COLLECTOR 3803 1 12 4 1700 50 4 1248 910 886 COMMONWEALTH BLVD LOCAL ROADWAY 1403 1 12 4 1750 40 4 1249 911 922 COMMONWEALTH BLVD LOCAL ROADWAY 649 1 12 4 1750 40 4 1250 912 885 NORTHAMPTON BLVD LOCAL ROADWAY 1196 1 12 4 1750 35 12 1251 912 913 NORTHAMPTON BLVD LOCAL ROADWAY 2937 1 12 4 1575 35 4 1252 913 910 COMMONWEALTH BLVD LOCAL ROADWAY 2433 1 12 4 1700 40 4 1253 913 912 NORTHAMPTON BLVD LOCAL ROADWAY 2937 1 12 4 1575 35 4 1254 913 915 COMMONWEALTH BLVD LOCAL ROADWAY 3459 1 12 4 1700 40 4 1255 914 913 NORTHAMPTON BLVD LOCAL ROADWAY 1829 1 12 4 1575 35 4 1256 915 911 COMMONWEALTH BLVD LOCAL ROADWAY 3847 1 12 4 1700 40 4 1257 915 913 COMMONWEALTH BLVD LOCAL ROADWAY 3459 1 12 4 1700 40 4 1258 915 917 BURNSIDE ST LOCAL ROADWAY 2946 1 12 4 1575 35 4 1259 916 915 BURNSIDE ST LOCAL ROADWAY 1802 1 12 4 1575 35 4 1260 917 912 1ST AVE LOCAL ROADWAY 3375 1 12 4 1575 35 4 1261 917 915 BURNSIDE ST LOCAL ROADWAY 2946 1 12 4 1575 35 4 1262 918 917 1ST AVE LOCAL ROADWAY 2891 1 12 4 1575 35 4 1263 918 919 1ST AVE LOCAL ROADWAY 1140 1 12 4 1575 35 4 1264 919 920 MORNINGSIDE ST LOCAL ROADWAY 1911 1 12 4 1575 35 4 1265 920 921 MORNINGSIDE ST LOCAL ROADWAY 465 1 12 4 1575 35 4 1266 921 907 MORNINGSIDE ST LOCAL ROADWAY 900 1 12 4 1575 35 4 1267 922 471 ROUTE571 MINOR ARTERIAL 9840 2 12 1 1750 50 4 1268 923 472 WHITESVILLE RD COLLECTOR 622 2 12 4 1750 45 4 1269 924 925 WHITESVILLE RD COLLECTOR 1765 1 12 4 1700 45 7 1270 925 926 WHITESVILLE RD COLLECTOR 3172 1 12 4 1700 45 7 1271 926 1019 WHITESVILLE RD COLLECTOR 4320 1 12 4 1700 45 4 Oyster Creek Generating Station Evacuation Time Estimate K-104 KLD Engineering, P.C.Rev. 0 1272 928 473 MASSACHUSETTS AVE COLLECTOR 3392 1 12 4 1750 45 4 1273 928 923 COX CRO RD COLLECTOR 2349 1 12 4 1750 45 4 1274 929 1080 VERMONT AVE LOCAL ROADWAY 2806 1 12 4 1575 35 5 1275 929 1329 COX CRO RD COLLECTOR 2643 1 12 4 1700 45 5 1276 930 929 COX CRO RD COLLECTOR 2015 1 12 4 1750 45 7 1277 931 930 OLD FREEHOLD RD COLLECTOR 1580 1 12 4 1700 45 7 1278 932 186 CHURCH RD COLLECTOR 4112 1 12 4 1750 45 7 1279 932 931 OLD FREEHOLD RD COLLECTOR 1444 1 12 4 1750 45 7 1280 933 932 CHURCH RD COLLECTOR 1180 1 12 4 1750 45 7 1281 934 933 CHURCH RD COLLECTOR 459 1 12 4 1700 45 7 1282 934 1228 NEW HAMPSHIRE BLVD COLLECTOR 1405 1 12 4 1700 45 7 1283 935 936 NEW HAMPSHIRE BLVD COLLECTOR 2130 1 12 4 1750 45 5 1284 936 937 NEW HAMPSHIRE BLVD COLLECTOR 1377 1 12 4 1700 45 5 1285 937 944 NEW HAMPSHIRE BLVD COLLECTOR 3114 1 12 4 1750 45 5 1286 938 934 NEW HAMPSHIRE BLVD COLLECTOR 1210 1 12 4 1750 45 7 1287 939 932 OLD FREEHOLD RD COLLECTOR 1046 1 12 4 1750 45 7 1288 939 938 NEW HAMPSHIRE BLVD COLLECTOR 653 1 12 4 1700 45 7 1289 940 1031 OLD FREEHOLD RD COLLECTOR 1415 1 12 4 1750 45 7 1290 941 940 OLD FREEHOLD RD COLLECTOR 3154 1 12 4 1700 45 7 1291 942 943 OLD FREEHOLD RD COLLECTOR 1698 1 12 4 1750 45 13 1292 942 1198 CHESTNUT ST COLLECTOR 4438 1 12 4 1750 40 13 1293 942 1200 OLD FREEHOLD RD COLLECTOR 1684 1 12 4 1700 45 13 1294 943 898 OLD FREEHOLD RD COLLECTOR 3156 1 12 4 1750 45 13 1295 944 1328 NEW HAMPSHIRE BLVD COLLECTOR 1063 1 12 4 1700 45 5 1296 945 1241 NEW HAMPSHIRE BLVD MINOR ARTERIAL 1925 2 12 4 1750 45 5 1297 946 951 CHURCH RD COLLECTOR 1473 1 12 4 1750 45 8 1298 947 934 CHURCH RD COLLECTOR 2824 1 12 4 1750 45 7 Oyster Creek Generating Station Evacuation Time Estimate K-lOS KLD Engineering, P.C.Rev. 0 IZ99 94/ 946 LHUKLH ILU .ULL-L I UK 69 1Z 4 1/5U 45 /1300 948 946 CHURCH RD COLLECTOR 3600 1 12 4 1700 45 8 1301 948 947 CHURCH RD COLLECTOR 895 1 12 4 1750 45 7 1302 949 1032 N BAY AVE COLLECTOR 3490 1 12 4 1700 45 7 1303 950 948 N BAY AVE COLLECTOR 2095 1 12 4 1750 45 7 1304 951 952 CHURCH RD COLLECTOR 2254 1 12 4 1750 45 8 1305 952 953 CHURCH RD COLLECTOR 4039 1 12 4 1750 45 8 1306 953 981 HOOPER AVE MINOR ARTERIAL 1270 2 12 4 1750 45 8 1307 954 953 KETTLE CREEK RD LOCAL ROADWAY 4281 1 12 4 1750 30 9 1308 955 953 HOOPER AVE MINOR ARTERIAL 2195 2 12 4 1750 40 8 1309 956 955 HOOPER AVE MINOR ARTERIAL 2020 2 12 4 1750 40 8 1310 957 956 S SHORE DR LOCAL ROADWAY 1685 1 12 4 1750 30 8 1311 958 955 SILVER BAY RD LOCAL ROADWAY 5100 1 12 4 1750 30 8 1312 959 863 HOOPER AVE MINOR ARTERIAL 1979 2 12 4 1750 45 8 1313 960 959 HOOPER AVE MINOR ARTERIAL 2675 2 12 4 1750 45 8 1314 961 960 HOOPER AVE MINOR ARTERIAL 1653 2 12 4 1750 45 8 1315 962 961 HOOPER AVE MINOR ARTERIAL 1728 2 12 4 1750 45 8 1316 963 900 OAK AVE LOCAL ROADWAY 1854 2 12 4 1750 30 14 1317 963 962 HOOPER AVE MINOR ARTERIAL 1503 2 12 4 1750 45 14 1318 963 1230 OAK AVE LOCAL ROADWAY 691 1 12 4 1350 30 14 1319 964 1231 HOOPER AVE MINOR ARTERIAL 955 2 12 4 1900 45 14 1320 965 964 MALL ENTRANCE LOCAL ROADWAY 533 1 12 4 1750 30 14 1321 966 962 MALL ENTRANCE LOCAL ROADWAY 400 1 12 4 1750 30 14 1322 967 1229 INDIAN HILL RD LOCAL ROADWAY 1837 1 12 4 1700 40 14 1323 968 960 MALL ENTRANCE LOCAL ROADWAY 377 1 12 4 1750 30 8 1324 969 959 COLLEGE DR LOCAL ROADWAY 1773 2 12 4 1750 30 8 1325 970 952 COLLEGE DR LOCAL ROADWAY 2275 1 12 4 1750 30 8 Oyster Creek Generating Station Evacuation Time Estimate K-106 KLD Engineering, P.C.Rev. 0 1326 971 972 FISHER BLVD MINOR ARTERIAL 1921 2 12 1 1750 45 17 1327 972 973 FISHER BLVD MINOR ARTERIAL 2762 2 12 1 1750 45 14 1328 973 974 FISHER BLVD MINOR ARTERIAL 1873 2 12 4 1750 50 14 1329 974 1323 FISHER BLVD MINOR ARTERIAL 4937 2 12 4 1900 50 8 1330 975 973 YELLOWBANK RD LOCAL ROADWAY 2379 1 12 4 1750 30 14 1331 975 1207 VAUGHN AVE LOCAL ROADWAY 689 1 12 4 1350 30 14 1332 976 1203 YELLOWBANK RD LOCAL ROADWAY 3773 1 12 4 1350 30 14 1333 977 974 SHORE BLVD LOCAL ROADWAY 1558 1 12 4 1750 30 14 1334 978 972 CATTlUS ISLAND BLVD LOCAL ROADWAY 1641 1 12 4 1750 30 17 1335 979 971 OVERLOOK DR LOCAL ROADWAY 1105 1 12 4 .1750 30 17 1336 980 859 BAY AVE LOCAL ROADWAY 1612 1 12 4 1750 30 17 1337 981 1324 HOOPER AVE LOCAL ROADWAY 442 3 12 4 1900 45 8 1338 982 983 BRICK BLVD MAJOR ARTERIAL 2023 3 12 4 1900 50 8 1339 983 986 BRICK BLVD MAJOR ARTERIAL 1629 2 12 4 1750 50 6 1340 984 981 YORKTOWNE BLVD LOCAL ROADWAY 2972 1 12 4 1750 30 8 1341 985 982 MOLLY LN LOCAL ROADWAY 548 2 12 4 1750 30 8 1342 986 987 BRICK BLVD MAJOR ARTERIAL 911 2 12 4 1750 50 6 1343 986 1216 BEAVERSON BLVD COLLECTOR 696 1 12 4 1750 40 6 1344 987 1219 BRICK BLVD MAJOR ARTERIAL 1834 2 12 4 1900 50 6 1345 988 1222 BRICK BLVD MAJOR ARTERIAL 1307 2 12 4 1750 45 6 1346 989 990 BRICK BLVD MAJOR ARTERIAL 1002 3 12 4 1750 45 6 1347 990 1330 BRICK BLVD MAJOR ARTERIAL 1959 3 12 4 1750 45 6 1348 991 992 BRICK BLVD MAJOR ARTERIAL 1397 3 12 4 1750 45 9 1349 991 1075 ROUTE 528 COLLECTOR 1005 2 12 4 1750 45 6 1350 992 995 BRICK BLVD MAJOR ARTERIAL 2008 2 12 4 1750 45 9 1351 992 1332 ROUTE 549 COLLECTOR 742 2 12 4 1750 45 9 1352 993 995 ROUTE 70 MINOR ARTERIAL 1412 2 12 4 1750 50 6 Oyster Creek Generating Station Evacuation Time Estimate K-107 KLD Engineering, P.C.Rev. 0 1353 993 1339 ROUTE 70 MINOR ARTERIAL 1265 2 12 4 1900 50 6 1354 994 483 ROUTE70 MINOR ARTERIAL 1300 2 12 4 1750 50 6 1355 994 1338 ROUTE 528 MINOR ARTERIAL 346 3 12 4 1900 40 6 1356 994 1339 ROUTE 70 MINOR ARTERIAL 386 2 12 4 1900 50 6 1357 995 993 ROUTE 70 MINOR ARTERIAL 1412 2 12 4 1750 50 6 1358 995 1073 ROUTE 70 MINOR ARTERIAL 992 2 12 4 1500 50 2 1359 996 483 DUQUESNE BLVD LOCAL ROADWAY 703 1 12 4 1750 30 6 1360 997 482 MALL ENTRANCE LOCAL ROADWAY 502 2 12 4 1750 30 6 1361 998 481 SHORROCK AVE LOCAL ROADWAY 1691 2 12 4 1750 35 6 1362 999 986 BEAVERSON BLVD COLLECTOR 1003 2 12 4 1750 40 6 1363 1000 987 ESSEX DR LOCAL ROADWAY 327 1 12 4 1750 30 6 1364 1001 988 LAKE SHORE WAY LOCAL ROADWAY 369 2 12 4 1750 35 6 1365 1002 989 DRUM POINT RD LOCAL ROADWAY 593 1 12 4 1750 30 6 SHOPPING CENTER 1366 1002 1222 DRIVEWAY LOCAL ROADWAY 910 1 12 4 1750 35 6 1367 1002 1223 DRUM POINT RD COLLECTOR 3430 1 12 4 1750 40 9 1368 1003 990 LAKE SHORE DR LOCAL ROADWAY 595 1 12 4 1750 30 6 GSP SB ON RAMP FROM 1369 1005 89 ROUTE 72 WB FREEWAY RAMP 618 1 12 4 1575 35 38 1370 1006 36 GARDEN STATE PARKWAY FREEWAY 891 3 12 11 2250 75 31 GSP OFF RAMP TO ROUTE 1371 1006 534 532 FREEWAY RAMP 1502 1 12 4 1750 45 31 GSP ON RAMP FROM 1372 1007 32 ROUTE 554 FREEWAY RAMP 725 1 12 4 1700 45 36 1373 1007 408 ROUTE 554 COLLECTOR 1445 2 12 1 1750 45 36 1374 1008 50 GARDEN STATE PARKWAY FREEWAY 980 3 12 11 2250 75 15 1375 1008 51 GARDEN STATE PARKWAY FREEWAY 769 3 12 11 2250 75 15 Oyster Creek Generating Station Evacuation Time Estimate K-108 KLD Engineering, P.C.Rev. 0 GSP ON RAMP FROM WATER STREET 1376 1009 52 FREEWAY RAMP 607 1 12 4 1700 45 13 1377 1010 58 GARDEN STATE PARKWAY FREEWAY 670 3 12 11 2250 75 13 GSP NB OFF RAMP ONTO 1378 1010 1239 ROUTE 9 NB FREEWAY RAMP 519 1 12 4 1350 30 13 1379 1011 67 GARDEN STATE PARKWAY FREEWAY 1627 3 12 11 2250 75 6 GSP OFF RAMP ONTO 1380 1011 1296 ROUTE 70 FREEWAY RAMP 1364 2 12 4 1750 45 6 GSP ON RAMP FROM 1381 1012 63 ROUTE 70 FREEWAY RAMP 815 1 12 4 1700 40 6 1382 1013 582 WHITING LACEY RD COLLECTOR 8048 1 12 4 1700 55 22 1383 1014 1013 DOVER RD COLLECTOR 7919 1 12 4 1750 55 23 1384 1015 1014 DOVER RD COLLECTOR 3134 1 12 4 1700 55 23 1385 1015 1016 DOVER RD COLLECTOR 3399 1 12 4 1700 55 23 1386 1016 664 DOVER RD COLLECTOR 5546 1 12 4 1750 55 23 1387 1016 1015 DOVER RD COLLECTOR 3403 1 12 4 1700 55 23 1388 1017 185 CLAYTON AVE COLLECTOR 4396 1 12 3 1700 40 7 1389 1017 906 ROUTE S71 MINOR ARTERIAL 329 2 12 4 1750 45 7 1390 1018 906 WHITESVILLE RD COLLECTOR 706 1 12 4 1750 45 7 1391 1018 924 WHITESVILLE RD COLLECTOR 3374 1 12 4 1700 45 7 1392 1019 923 WHITESVILLE RD COLLECTOR 436 2 12 4 1750 45 4 1393 1020 472 ROUTE70 MINOR ARTERIAL 2454 2 12 4 1750 50 4 1394 1020 473 ROUTE 70 MINOR ARTERIAL 1033 2 12 4 1750 50 4 1395 1021 1020 LAKE RIDGE BLVD COLLECTOR 1295 2 12 4 1750 45 4 ROUTE 9 ON RAMP FROM 1396 1022 189 ROUTE 70 FREEWAY RAMP 1454 1 12 4 1750 45 5 1397 1022 476 ROUTE 70 MINOR ARTERIAL 2054 2 12 4 1750 50 5 Oyster Creek Generating Station Evacuation Time Estimate K-109 KLD Engineering, P.C.Rev. 0 1 I98 lUzz 123 RUUIE /U MINUKARILtKIAL IU14 z 11 4 IWUU bU 5 1399 1023 474 ROUTE 70 MINOR ARTERIAL 2214 2 12 4 1900 50 5 1400 1023 1022 ROUTE 70 MINOR ARTERIAL 1014 2 12 4 1900 50 5 ROUTE 9 ON RAMP FROM 1401 1023 1024 ROUTE 70 FREEWAY RAMP 695 1 12 4 1575 35 5 1402 1024 189 ROUTE 9 COLLECTOR 716 1 12 4 1750 45 5 ROUTE 70 ON RAMP 1403 1024 1023 FROM ROUTE 9 FREEWAY RAMP 685 1 12 4 1575 35 5 1404 1024 1027 ROUTE 9 COLLECTOR 732 1 12 4 1750 45 5 1405 1025 189 ROUTE 9 COLLECTOR 1040 1 12 4 1750 45 5 1406 1025 190 ROUTE 9 COLLECTOR 570 1 12 4 1700 45 5 SHOPPING CENTER 1407 1026 1025 ENTRANCE LOCAL ROADWAY 825 1 12 4 1750 35 5 1408 1027 188 ROUTE 9 COLLECTOR 4238 1 12 4 1700 45 5 1409 1027 1024 ROUTE 9 COLLECTOR 732 1 12 4 1700 45 5 SHOPPING CENTER 1410 1028 1027 ENTRANCE LOCAL ROADWAY 577 1 12 4 1750 35 5 1411 1029 939 OLD FREEHOLD RD COLLECTOR 3359 1 12 4 1700 45 7 1412 1030 184 WHITTY RD COLLECTOR 1530 1 12 4 1750 45 7 1413 1030 1029 WHITTY RD COLLECTOR 1787 1 12 4 1750 45 7 1414 1031 1029 OLD FREEHOLD RD COLLECTOR 637 1 12 4 1750 45 7 1415 1032 950 N BAY AVE COLLECTOR 2271 1 12 4 1700 45 7 1416 1033 1031 WHITTY RD COLLECTOR 2212 1 12 4 1750 45 7 1417 1033 1032 WHITTY RD COLLECTOR 1649 1 12 4 1700 45 7 1418 1034 717 ROUTE 166 COLLECTOR 338 2 12 4 1750 30 15 1419 1035 721 HIGHLAND PKWY COLLECTOR 1109 1 12 4 1750 45 13 1420 1036 720 IRONS ST LOCAL ROADWAY 375 1 12 4 1750 35 15 Oyster Creek Generating Station Evacuation Time Estimate K-110 KLD Engineering, P.C.Rev. 0 1421 1037 837 WATER ST MINOR ARTERIAL 523 2 12 4 1750 35 15 1422 1038 848 WHITTIER AVE COLLECTOR 1278 1 12 4 1750 45 16 1423 1039 701 ROUTE 166 COLLECTOR 130 1 12 4 1750 35 15 1424 1040 711 ROUTE 9 COLLECTOR 449 2 12 4 1750 35 15 1425 1041 722 ROUTE 9 COLLECTOR 226 2 12 4 1750 40 15 1426 1041 723 ROUTE 166 COLLECTOR 1179 1 12 4 1750 35 15 1427 1042 1043 SYLVAN LAKE BLVD LOCAL ROADWAY 1459 1 12 4 1575 35 25 1428 1043 176 SYLVAN LAKE BLVD LOCAL ROADWAY 1893 1 12 4 1750 35 16 1429 1044 176 ROUTE 9 COLLECTOR 2475 1 12 4 1750 35 16 1430 1045 1044 CHAIN BLVD LOCAL ROADWAY 2204 1 12 4 1750 35 25 1431 1046 175 ROUTE 9 COLLECTOR 1802 1 12 4 1750 40 25 1432 1047 1046 MOORAGE LOCAL ROADWAY 2901 1 12 4 1750 35 25 1433 1048 167 ROUTE 9 COLLECTOR 1719 1 12 4 1750 45 27 1434 1049 1048 1ST ST COLLECTOR 1055 1 12 4 1750 35 27 1435 1050 166 ROUTE 9 COLLECTOR 2794 1 12 4 1750 45 32 1436 1050 1048 ROUTE 9 COLLECTOR 2467 1 12 4 1750 45 27 1437 1051 1050 SUNRISE BLVD LOCAL ROADWAY 3831 2 12 4 1750 35 32 1438 1052 1051 SUNRISE BLVD LOCAL ROADWAY 3302 1 12 4 1575 35 32 1439 1053 166 E LACEY RD LOCAL ROADWAY 2761 1 12 4 1750 35 32 1440 1054 165 ROUTE 9 COLLECTOR 2059 1 12 4 1750 45 32 1441 1055 1054 TAYLOR LN LOCAL ROADWAY 1328 1 12 4 1575 35 32 1442 1056 161 BAY PKWY LOCAL ROADWAY 2857 1 12 4 1750 35 32 1443 1057 159 ROUTE 9 COLLECTOR 2464 1 12 4 1750 45 32 1444 1057 1058 LIGHTHOUSE DR LOCAL ROADWAY 667 1 12 4 1750 35 32 1445 1058 558 MAIN ST LOCAL ROADWAY 3040 1 12 4 1750 35 32 1446 1058 1057 LIGHTHOUSE DR LOCAL ROADWAY 667 1 12 4 1750 35 32 1447 1059 1058 LIGHTHOUSE DR LOCAL ROADWAY 3514 1 12 4 1575 35 32 Oyster Creek Generating Station Evacuation Time Estimate K-Ill KLD Engineering, P.C.Rev. 0 1446 1UbU 15/ MAIN 5I LOLAL KRADWAY lbU/ 1 11 4 15//b 3b 3_1449 1061 147 ROUTE 9 COLLECTOR 1792 1 12 4 1700 50 39 1450 1062 1007 ROUTE 554 COLLECTOR 441 2 12 1 1750 45 36 1451 1063 487 ROUTE 554 COLLECTOR 1645 1 12 1 1750 45 36 1452 1064 1065 BARNEGAT BLVD LOCAL ROADWAY 2543 1 12 4 1575 35 36 1453 1064 1118 BARNEGAT BLVD LOCAL ROADWAY 2163 1 12 4 1750 35 36 1454 1065 1066 GUNNING RIVER RD LOCAL ROADWAY 1497 1 12 4 1575 35 36 1455 1065 1067 GUNNING RIVER RD LOCAL ROADWAY 1101 1 12 4 1575 35 36 1456 1066 1063 GUNNING RIVER RD LOCAL ROADWAY 1783 1 12 4 1750 35 36 1457 1067 1061 GUNNING RIVER RD LOCAL ROADWAY 2024 1 12 4 1750 35 36 1458 1068 397 GEORGETOWN RD LOCAL ROADWAY 2273 1 12 4 1750 35 38 1459 1069 127 ROUTE 9 COLLECTOR 741 1 12 4 1700 40 52 1460 1070 1069 GREAT BAY BLVD LOCAL ROADWAY 1573 1 12 4 1750 35 52 1461 1071 126 GIFFRODTOWN LN COLLECTOR 667 1 12 4 1750 40 52 1462 1072 120 MATHISTOWN RD COLLECTOR 4617 1 12 4 1750 40 52 1463 1073 995 ROUTE 70 MINOR ARTERIAL 992 2 12 4 1750 50 2 1464 1074 992 ROUTE 549 COLLECTOR 1473 2 12 4 1750 45 9 1465 1075 994 ROUTE 528 COLLECTOR 1113 2 12 4 1750 45 6 1466 1076 1075 MALL ENTRANCE LOCAL ROADWAY 666 1 12 4 1750 30 6 1467 1077 1074 ROUTE 549 COLLECTOR 854 2 12 4 1900 45 9 1468 1077 1331 ROUTE 528 COLLECTOR 1802 2 12 4 1750 45 9 1469 1078 477 BUCKINGHAM DR LOCAL ROADWAY 2719 1 12 4 1750 35 6 1470 1079 478 TOWBIN AVE LOCAL ROADWAY 786 1 12 4 1750 35 5 1471 1080 929 VERMONT AVE LOCAL ROADWAY 2806 1 12 4 1750 35 5 1472 1080 1226 VERMONT AVE LOCAL ROADWAY 4813 1 12 4 1750 35 5 1473 1081 471 ROUTE 70 COLLECTOR 4792 1 12 4 1750 50 4 1474 1081 1277 ROUTE 70 COLLECTOR 3209 1 12 4 1750 50 4 Oyster Creek Generating Station Evacuation Time Estimate K-112 KLD Engineering, P.C.Rev. 0 1475 1082 1081 GREEN ACRES RD LOCAL ROADWAY 2016 1 12 4 1750 35 4 1476 1083 908 RENAISSANCE DR LOCAL ROADWAY 764 1 12 4 1750 35 4 1477 1084 470 BUCKINGHAM DR LOCAL ROADWAY 677 1 12 4 1750 35 4 1478 1085 1084 BUCKINGHAM DR LOCAL ROADWAY 1870 1 12 4 1575 35 4 1479 1086 464 CENTER ST LOCAL ROADWAY 727 1 12 4 1750 35 4 1480 1087 463 ORCHARD ST LOCAL ROADWAY 994 1 12 4 1750 35 4 1481 1088 1089 PASADENA RD COLLECTOR 3631 1 12 4 1700 50 21 PASADENA WOODMANSE 1482 1088 1096 RD COLLECTOR 7042 1 12 4 1700 50 21 1483 1089 1090 PASADENA RD COLLECTOR 1942 1 12 4 1700 50 22 1484 1090 1091 PASADENA RD COLLECTOR 835 1 12 4 1700 50 22 1485 1091 1092 PASADENA RD COLLECTOR 2234 1 12 4 1700 50 22 1486 1092 1093 PASADENA RD COLLECTOR 5418 1 12 4 1700 50 22 1487 1093 1094 PASADENA RD COLLECTOR 3547 1 12 4 1700 50 11 1488 1094 1095 LINCOLN BLVD COLLECTOR 364 1 12 4 1350 35 11 1489 1095 449 LINCOLN BLVD COLLECTOR 2267 1 12 4 1700 50 11 1490 1096 1097 MT. MISERY RD COLLECTOR 239 1 12 4 900 20 21 1491 1097 1098 SAVOY RD COLLECTOR 6822 1 12 4 1700 50 21 1492 1098 1099 SAVOY RD COLLECTOR 1483 1 12 4 1700 50 21 1493 1099 323 SAVOY RD COLLECTOR 8903 1 12 4 1700 50 21 1494 1101 314 IVY RD COLLECTOR 318 1 12 4 1750 35 35 1495 1102 1101 SYCAMORE ACCESS RD COLLECTOR 1282 1 12 4 1575 35 35 1496 1103 308 NAUTILUS DR COLLECTOR 1613 3 12 4 1750 30 37 1497 1104 1105 RECOVERY RD COLLECTOR 985 3 12 4 1750 40 37 1498 1105 306 RECOVERY RD COLLECTOR 642 2 12 4 1750 40 37 GSP ON RAMP FROM 1499 1105 1107 ROUTE 72 FREEWAY RAMP 378 1 12 4 1700 40 37 Oyster Creek Generating Station Evacuation Time Estimate K-113 KLD Engineering, P.C.Rev. 0 1500 1106 90 GARDEN STATE PARKWAY FREEWAY 898 3 12 11 2250 75 37 GSP OFF RAMP TO ROUTE 1501 1106 1107 72 FREEWAY RAMP 822 1 12 4 1575 35 37 GSP ON RAMP FROM 1502 1107 90 ROUTE 72 FREEWAY RAMP 724 1 12 4 1700 40 37 GSP OFF RAMP TO ROUTE 1503 1107 1105 72 FREEWAY RAMP 378 1 12 4 1750 35 37 1504 1108 301 MALL ENTRANCE COLLECTOR 682 1 12 4 1750 35 43 1505 1109 220 ROUTE 72 MINOR ARTERIAL 865 2 12 4 1750 45 49 1506 1110 211 11TH ST LOCAL ROADWAY 390 1 12 4 1750 25 49 1507 1111 243 3RD STREET LOCAL ROADWAY 1105 1 12 4 1750 25 49 1508 1111 247 BARNEGAT AVE COLLECTOR 2128 1 12 4 1575 35 49 1509 1112 205 28TH STREET LOCAL ROADWAY 357 1 12 4 1750 25 48 1510 1112 214 CENTRAL AVE COLLECTOR 533 1 12 4 1700 40 48 1511 1113 198 LONG BEACH BLVD COLLECTOR 777 2 12 4 1750 45 54 1512 1114 1113 WINIFRED AVE COLLECTOR 1130 1 12 4 1750 25 54 1513 1115 1113 WINIFRED AVE COLLECTOR 739 1 12 4 1750 25 54 1514 1116 32 GARDEN STATE PARKWAY FREEWAY 1944 3 12 11 2250 75 36 GSP OFF RAMP ONTO 1515 1116 1007 ROUTE 554 FREEWAY RAMP 1369 1 12 4 1750 45 36 1516 1117 1062 SANDPIPER AVE COLLECTOR 2077 1 12 4 1750 45 36 1517 1118 487 BARNEGAT BLVD LOCAL ROADWAY 634 2 12 4 1750 35 36 1518 1119 444 NUGENTOWN RD COLLECTOR 1533 1 12 4 1750 45 52 1519 1120 443 FROG POND RD COLLECTOR 6659 1 12 4 1750 45 52 1520 1121 97 GARDEN STATE PARKWAY FREEWAY 1185 3 12 11 2250 75 41 GSP OFF RAMP ONTO 1521 1121 439 ROUTE 539 FREEWAY RAMP 772 1 12 4 1750 45 41 Oyster Creek Generating Station Evacuation Time Estimate K-114 KLD Engineering, P.C.Rev. 0 1522 1122 880 MULE RD MINOR ARTERIAL 18U5 2 12 4 I/bU 14 1523 1123 1132 MULE RD MINOR ARTERIAL 1259 2 12 4 1750 45 12 1524 1124 1125 DAVENPORT RD COLLECTOR 1928 1 12 4 1750 45 12 1525 1124 1133 MULE RD MINOR ARTERIAL 1513 2 12 4 1750 45 12 1526 1125 1124 DAVENPORT RD COLLECTOR 1928 1 12 4 1750 45 12 1527 1125 1237 DAVENPORT RD COLLECTOR 1160 1 12 4 1700 45 12 1528 1126 1127 DAVENPORT RD COLLECTOR 1519 1 12 4 1700 45 12 1529 1126 1237 DAVENPORT RD COLLECTOR 1108 1 12 4 1750 45 12 1530 1127 1126 DAVENPORT RD COLLECTOR 1518 1 12 4 1700 45 12 1531 1127 1128 DAVENPORT RD COLLECTOR 1654 1 12 4 1700 45 12 1532 1128 673 DAVENPORT RD COLLECTOR 1893 1 12 4 1750 45 15 1533 1128 1127 DAVENPORT RD COLLECTOR 1654 1 12 4 1700 45 12 1534 1129 1124 MULE RD MINOR ARTERIAL 2984 2 12 4 1750 45 12 1535 1130 1124 DAVENPORT RD COLLECTOR 944 1 12 4 1750 45 12 1536 1131 1122 MULE RD MINOR ARTERIAL 561 2 12 4 1750 45 12 1537 1132 1131 MULE RD MINOR ARTERIAL 983 2 12 4 1750 45 12 1538 1133 1123 MULE RD MINOR ARTERIAL 513 2 12 4 1750 45 12 1539 1134 1122 PLAZA DR LOCAL ROADWAY 1779 1 12 4 1750 30 12 1540 1135 882 BANANIER DR LOCAL ROADWAY 1068 1 12 4 1750 30 12 1541 1135 1146 JAMAICA BLVD LOCAL ROADWAY 2453 1 12 4 1350 30 12 1542 1136 1135 BANANIER DR LOCAL ROADWAY 3037 1 12 4 1750 30 12 1543 1137 1134 PLAZA DR LOCAL ROADWAY 399 1 12 4 1350 30 12 1544 1137 1135 JAMAICA BLVD LOCAL ROADWAY 1271 1 12 4 1750 30 12 1545 1138 1140 JAMAICA BLVD LOCAL ROADWAY 967 1 12 4 1350 30 12 1546 1139 1132 EDGEBOOK DR N LOCAL ROADWAY 2380 1 12 4 1750 30 12 1547 1140 1132 FORT DE FRANCE AVE LOCAL ROADWAY 2901 1 12 4 1750 30 12 1548 1140 1137 JAMAICA BLVD LOCAL ROADWAY 2794 1 12 4 1350 30 12 Oyster Creek Generating Station Evacuation Time Estimate K-115 KLD Engineering, P.C.Rev. 0 1549 1141 1142 BIMINI DR LOCAL ROADWAY 1770 1 12 4 1350 30 12 1550 1142 1143 BIMINI DR LOCAL ROADWAY 2063 1 12 4 1350 30 12 1551 1143 1144 BIMINI DR LOCAL ROADWAY 754 1 12 4 1350 30 12 1552 1144 1145 BIMINI DR LOCAL ROADWAY 1899 1 12 4 1750 30 12 1553 1145 884 BIMINI DR LOCAL ROADWAY 2001 1 12 4 1750 30 12 1554 1146 883 ST. CATHERINE BLVD LOCAL ROADWAY 1514 1 12 4 1750 30 12 1555 1146 1145 JAMAICA BLVD LOCAL ROADWAY 2487 1 12 4 1750 30 12 1556 1147 1156 BIMINI DR LOCAL ROADWAY 2675 1 12 4 1350 30 12 1557 1148 1149 WESTBROOK DR LOCAL ROADWAY 2880 1 12 4 1350 30 12 1558 1149 1150 WESTBROOK DR LOCAL ROADWAY 2381 1 12 4 1350 30 12 1559 1150 1123 WESTBROOK DR LOCAL ROADWAY 3253 1 12 4 1750 30 12 1560 1151 1133 SANTIAGO DR LOCAL ROADWAY 1387 1 12 4 1750 30 12 1561 1152 1125 FREEPORT BLVD LOCAL ROADWAY 867 1 12 4 1750 30 12 1562 1153 1152 FREEPORT BLVD LOCAL ROADWAY 1479 1 12 4 1350 30 12 1563 1154 1153 FREEPORT BLVD LOCAL ROADWAY 1117 1 12 4 1350 30 12 1564 1154 1155 ORLANDO BLVD LOCAL ROADWAY 1986 1 12 4 1350 30 12 1565 1155 1151 ORLANDO BLVD LOCAL ROADWAY 1082 1 12 4 1350 30 12 1566 1156 1141 BIMINI DR LOCAL ROADWAY 730 1 12 4 1350 30 12 1567 1157 1131 CHARLOTTEVILLE DR LOCAL ROADWAY 1039 1 12 4 1750 30 12 1568 1158 664 ROUTE 530 COLLECTOR 604 1 12 4 1750 50 12 1569 1158 673 ROUTE 530 COLLECTOR 8886 1 12 4 1750 50 12 1570 1158 1159 ROUTE 530 LOCAL ROADWAY 1220 1 12 4 1350 30 12 1571 1159 665 ROUTE 530 COLLECTOR 8669 1 12 4 1700 55 12 1572 1160 767 WHITING LACEY RD COLLECTOR 1063 1 12 4 1700 45 11 1573 1161 574 LAKE BARNEGAT DR N LOCAL ROADWAY 1940 1 12 4 1750 40 26 1574 1162 853 STOCKTON DR LOCAL ROADWAY 492 1 12 4 1750 30 13 1575 1163 854 HOSPITAL DR LOCAL ROADWAY 631 1 12 4 1750 30 13 Oyster Creek Generating Station Evacuation Time Estimate K-116 KLD Engineering, P.C.Rev. 0 1576 1163 879 HOSPITAL DR LOCAL ROADWAY 791 1 12 4 1750 30 13 1577 1164 870 CEDAR GROVE RD COLLECTOR 2375 1 12 4 1700 40 14 1578 1165 833 BACHELOR AVE COLLECTOR 1116 1 12 4 1750 45 14 1579 1166 829 GARFIELD AVE COLLECTOR 1937 1 12 4 1750 45 19 1580 1167 828 ROUTE 571 COLLECTOR 1934 1 12 4 1750 45 19 1581 1168 791 DOUGLAS ST COLLECTOR 316 1 12 4 1750 35 19 1582 1169 790 CATALINA AVE COLLECTOR 302 1 12 4 1750 35 20 1583 1170 771 ROUTE 35 MINOR ARTERIAL 1627 2 12 4 1900 35 20 1584 1171 573 CENTRAL AVE COLLECTOR 803 1 12 4 1125 25 28 1585 1172 1171 CENTRAL AVE COLLECTOR 18810 1 12 4 1575 35 28 1586 1173 776 HAMILTON AVE LOCAL ROADWAY 830 1 12 4 1750 35 20 1587 1174 781 SUMNER AVE COLLECTOR 536 1 12 4 1750 35 20 1588 1175 1176 BOULEVARD COLLECTOR 489 1 12 4 1575 35 20 1589 1176 793 BOULEVARD COLLECTOR 2624 1 12 4 1575 35 20 1590 1177 782 GRANT AVE COLLECTOR 579 1 12 4 1750 35 20 1591 1178 794 ROUTE 35 MINOR ARTERIAL 843 2 12 4 1900 35 20 1592 1179 784 ROUTE 35 COLLECTOR 1054 1 12 4 1575 35 20 1593 1180 792 ROUTE 35 MINOR ARTERIAL 481 2 12 12 1750 35 18 1594 1180 795 6TH AVE LOCAL ROADWAY 489 1 12 4 1750 25 18 1595 1181 796 ELIZABETH AVE LOCAL ROADWAY 505 1 12 4 1750 25 18 1596 1181 1180 ROUTE 35 MINOR ARTERIAL 2011 2 12 12 1750 35 18 1597 1182 797 JERSEY CITY AVE LOCAL ROADWAY 466 1 12 4 1125 25 18 1598 1182 1181 ROUTE 35 MINOR ARTERIAL 516 2 12 12 1750 35 18 1599 1183 798 WASHINGTON AVE LOCAL ROADWAY 480 1 12 4 1750 25 18 1600 1183 1182 ROUTE35 MINOR ARTERIAL 1899 2 12 12 1750 35 18 1601 1184 1183 ROUTE35 MINOR ARTERIAL 1972 2 12 12 1750 35 18 1602 1185 800 ORTLEY AVE LOCAL ROADWAY 480 1 12 4 1750 25 18 Oyster Creek Generating Station Evacuation Time Estimate K-117 KLD Engineering, P.C.Rev. 0 1603 1185 1184 ROUTE 35 MINOR ARTERIAL 1344 2 12 12 1750 35 18 1604 1186 1179 FIELDER AVE LOCAL ROADWAY 857 1 12 4 1750 35 20 1605 1187 1178 FIELDER AVE LOCAL ROADWAY 807 1 12 4 1750 35 20 1606 1188 878 CARDINAL AVE COLLECTOR 4419 1 12 4 1750 45 13 1607 1189 856 OAK RIDGE PKWY COLLECTOR 3333 1 12 4 1750 45 13 1608 1190 881 BJ'S COLLECTOR 938 1 12 4 1750 40 12 1609 1191 887 BUCKINGHAM DR COLLECTOR 2913 1 12 4 1750 40 4 1610 1192 1191 BUCKINGHAM DR COLLECTOR 1970 1 12 4 1700 40 4 1611 1193 904 GARDENIA WAY LOCAL ROADWAY 606 1 12 4 1750 35 7 1612 1194 905 LEAWOOD AVE LOCAL ROADWAY 1254 1 12 4 1750 40 7 1613 1195 903 GREEN ST LOCAL ROADWAY 834 1 12 4 1750 40 7 1614 1196 897 INTERMEDIATE N WAY COLLECTOR 262 1 12 4 1750 45 13 1615 1196 941 INTERMEDIATE N WAY COLLECTOR 1636 1 12 4 1750 45 13 1616 1197 901 SHOPPING CENTER COLLECTOR 345 1 12 4 1750 40 13 1617 1198 942 CHESTNUT ST COLLECTOR 4438 1 12 4 1750 40 13 1618 1198 1199 HOOPER AVE MINOR ARTERIAL 1646 2 12 4 1900 40 14 1619 1199 862 HOOPER AVE MINOR ARTERIAL 709 2 12 4 1750 40 14 1620 1199 943 MAPLETREE ST COLLECTOR 4228 1 12 4 1750 40 13 1621 1200 871 WALNUT ST COLLECTOR 4889 1 12 4 1750 40 13 1622 1200 893 OLD FREEHOLD RD COLLECTOR 623 2 12 4 1750 45 13 1623 1200 942 OLD FREEHOLD RD COLLECTOR 1684 1 12 4 1750 45 13 1624 1201 873 OCEAN COUNTY MALL COLLECTOR 425 1 12 4 1750 35 14 1625 1202 872 OAK AVE COLLECTOR 1286 1 12 4 1750 40 14 1626 1203 967 YELLOWBANK RD LOCAL ROADWAY 1158 1 12 4 1350 30 14 1627 1204 872 ROUTE 571 COLLECTOR 1098 2 12 4 1750 45 14 1628 1205 967 INDIAN HILL RD COLLECTOR 1146 1 12 4 1700 40 14 1629 1205 1208 INDIAN HILL RD COLLECTOR 2050 1 12 4 1750 40 14 Oyster Creek Generating Station Evacuation Time Estimate K-118 KLD Engineering, P.C.Rev. 0 1630 1206 861 VAUGHN AVE LOCAL ROADWAY 1832 1 12 4 1750 30 14 1631 1207 1206 VAUGHN AVE LOCAL ROADWAY 1383 1 12 4 1350 30 14 1632 1208 1204 INDIAN HILL RD COLLECTOR 1146 1 12 4 1750 40 14 1633 1209 861 ROUTE 571 COLLECTOR 1737 1 12 4 1750 40 14 1634 1210 1209 DUNEDIN ST COLLECTOR 2835 1 12 4 1750 40 14 1635 1211 858 WINDSOR AVE COLLECTOR 1045 1 12 4 1750 40 17 1636 1212 951 MT. CARMEL BLVD COLLECTOR 4014 1 12 4 1750 40 8 1637 1213 947 TODD RD COLLECTOR 3728 1 12 4 1750 40 7 1638 1214 1216 HOOPER AVE COLLECTOR 2122 1 12 4 1750 40 6 1639 1215 1214 A ST LOCAL ROADWAY 624 1 12 4 1750 35 6 1640 1216 1217 ROUTE 549 COLLECTOR 1166 1 12 4 1700 45 6 1641 1217 1223 ROUTE 549 COLLECTOR 4696 1 12 4 1750 45 9 1642 1218 1214 HOOPER AVE COLLECTOR 1216 1 12 4 1750 40 8 1643 1219 988 BRICK BLVD MAJOR ARTERIAL 294 2 12 4 1750 50 6 1644 1222 989 BRICK BLVD MAJOR ARTERIAL 444 3 12 4 1750 45 6 1645 1223 1224 ROUTE 549 COLLECTOR 1214 1 12 4 1700 45 9 1646 1224 1325 ROUTE 549 COLLECTOR 1354 1 12 4 1700 45 9 1647 1225 1077 ROUTE 528 COLLECTOR 836 2 12 4 1750 40 9 1648 1226 476 VERMONT AVE LOCAL ROADWAY 638 1 12 4 1750 35 5 1649 1226 944 LOCUST AVE COLLECTOR 3454 1 12 4 1750 40 5 1650 1227 936 HAMPSHIRE HILLS RD COLLECTOR 1331 1 12 4 1750 40 5 1651 1228 931 SILVERTON RD COLLECTOR 2169 1 12 4 1750 40 7 1652 1228 935 NEW HAMPSHIRE BLVD COLLECTOR 2865 1 12 4 1700 45 7 1653 1229 961 INDIAN HILL RD LOCAL ROADWAY 1122 1 12 4 1750 40 8 1654 1230 1231 OAK AVE LOCAL ROADWAY 672 1 12 4 1350 30 14 1655 1231 963 HOOPER AVE MINOR ARTERIAL 332 2 12 4 1750 45 14 1656 1232 177 ROUTE 9 COLLECTOR 1535 1 12 4 1575 35 16 Oyster Creek Generating Station Evacuation Time Estimate K-119 KLD Engineering, P.C.Rev. 0 1657 1233 428 ROUTE 532 COLLECTOR 4242 1 12 4 1700 55 34 1658 1234 725 BAY BLVD COLLECTOR 651 1 12 4 1750 35 28 1659 1235 650 BUTLER BLVD LOCAL ROADWAY 2284 1 12 4 1750 35 25 1660 1236 654 NORTHERN BLVD LOCAL ROADWAY 1781 1 12 4 1700 45 24 1661 1237 1125 DAVENPORT RD COLLECTOR 1161 1 12 4 1750 45 12 1662 1237 1126 DAVENPORT RD COLLECTOR 1111 1 12 4 1700 45 12 1663 1238 65 GARDEN STATE PARKWAY FREEWAY 4522 3 12 11 2250 75 1 1664 1238 66 GARDEN STATE PARKWAY FREEWAY 583 3 12 11 2250 75 1 GSP NB OFF RAMP ONTO 1665 1239 896 ROUTE 9 NB FREEWAY RAMP 420 1 12 4 1750 30 13 1666 1240 1242 NEW HAMPSHIRE BLVD MINOR ARTERIAL 2983 2 12 4 1750 45 1 1667 1241 1240 NEW HAMPSHIRE BLVD MINOR ARTERIAL 3350 2 12 4 1750 45 1 1668 1242 1245 ROUTE 528 MINOR ARTERIAL 1614 2 12 4 1750 40 1 1669 1243 945 NEW HAMPSHIRE BLVD MINOR ARTERIAL 1408 2 12 4 1900 45 5 NEW HAMPSHIRE JUG 1670 1243 1244 HANDLE COLLECTOR 715 1 12 4 1350 30 5 1671 1244 475 ROUTE 70 MINOR ARTERIAL 399 3 12 4 1750 50 5 1672 1244 478 ROUTE 70 MINOR ARTERIAL 2162 2 12 4 1750 50 5 1673 1245 1247 ROUTE 528 MINOR ARTERIAL 3901 2 12 4 1750 40 1 1674 1246 1242 ROUTE 528 MINOR ARTERIAL 2985 2 12 4 1750 40 1 1675 1247 1256 ROUTE 528 MINOR ARTERIAL 451 2 12 4 1900 40 1 GSP ON RAMP FROM 1676 1248 1249 ROUTE 528 FREEWAY RAMP 289 1 12 4 1700 40 1 1677 1248 1281 ROUTE 528 COLLECTOR 307 1 12 4 1750 45 1 GSP ON RAMP FROM 1678 1249 1250 ROUTE 528 FREEWAY RAMP 561 2 12 4 1900 35 6 Oyster Creek Generating Station Evacuation Time Estimate K-120 KLD Engineering, P.C.Rev. 0 GSP ON RAMP FROM ROUTE 528 1679 1250 1251 FREEWAY RAMP 1679 2 12 4 1900 35 6 GSP ON RAMP FROM 1680 1251 64 ROUTE 528 FREEWAY RAMP 729 1 12 4 1700 40 6 1681 1252 1240 PINE ST LOCAL ROADWAY 2789 1 12 4 1750 40 1 1682 1253 1241 OAK ST LOCAL ROADWAY 2600 1 12 4 1750 40 5 1683 1254 1245 OBERLIN AVE LOCAL ROADWAY 823 1 12 4 1750 40 1 1684 1255 1247 AIRPORT RD LOCAL ROADWAY 706 1 12 4 1750 40 1 1685 1256 1248 ROUTE 528 MINOR ARTERIAL 1830 2 12 4 1900 40 1 1686 1258 1257 ROUTE 571 COLLECTOR 1387 1 12 4 1700 50 4 1687 1259 1258 ROUTE 571 COLLECTOR 2830 1 12 4 1750 50 4 1688 1260 1261 ROUTE 547 COLLECTOR 6413 1 12 8 1700 40 4 1689 1261 1258 ROUTE 547 COLLECTOR 1821 1 12 8 1750 40 4 1690 1262 1263 ROUTE 35 COLLECTOR 4227 1 12 12 1700 35 9 1691 1263 1264 ROUTE 35 MINOR ARTERIAL 1085 1 12 12 1750 35 9 1692 1264 1265 ROUTE 35 COLLECTOR 1643 1 12 12 1700 35 9 1693 1264 1266 ROUTE 528 COLLECTOR 2066 1 12 4 1700 45 9 1694 1266 1264 ROUTE 528 COLLECTOR 2066 1 12 4 1750 45 9 1695 1266 1267 ROUTE 528 COLLECTOR 4455 1 12 4 1700 45 9 1696 1267 1268 ROUTE 528 COLLECTOR 1813 1 12 4 1700 45 9 1697 1268 1269 ROUTE 528 COLLECTOR 2379 1 12 4 1750 45 9 1698 1269 1270 ROUTE 528 COLLECTOR 1198 1 12 4 1700 45 9 1699 1270 1271 ROUTE 528 COLLECTOR 2684 1 12 4 1700 45 9 1700 1271 1272 ROUTE 528 COLLECTOR 2095 1 12 4 1750 45 9 1701 1272 1273 ROUTE 528 COLLECTOR 2163 1 12 4 1700 45 9 1702 1273 1274 ROUTE 528 COLLECTOR 1199 1 12 4 1700 45 9 1703 1274 1225 ROUTE 528 COLLECTOR 3097 1 12 4 1700 45 9 Oyster Creek Generating Station Evacuation Time Estimate K-121 KLD Engineering, P.C.Rev. 0 1704 1276 805 6TH AVE COLLECTOR 4/U 1 12 4 1750 45 9 1705 1277 472 ROUTE70 MINOR ARTERIAL 1084 2 12 4 1750 50 4 1706 1277 1081 ROUTE 70 COLLECTOR 3208 1 12 4 1750 50 4 1707 1278 808 ROUTE 35 MINOR ARTERIAL 815 2 12 4 1750 35 9 1708 1279 468 COLONIAL DR LOCAL ROADWAY 1162 1 12 4 1750 35 4 1709 1280 470 BUCKINGHAM DR LOCAL ROADWAY 639 1 12 4 1750 35 4 GSP ON RAMP FROM 1710 1281 1249 ROUTE 528 FREEWAY RAMP 172 1 12 4 1700 40 1 GSP ON RAMP JUG HANDLE FROM ROUTE 1711 1282 1283 528 COLLECTOR 308 1 12 4 1350 30 6 GSP ON RAMP JUG HANDLE FROM ROUTE 1712 1283 1281 528 COLLECTOR 273 1 12 4 1750 30 1 ROUTE 9 SB ON RAMP 1713 1285 143 FROM ROUTE 72 COLLECTOR 416 1 12 4 1350 30 43 1714 1286 668 TOWNSHIP LINE RD LOCAL ROADWAY 1617 1 12 4 1575 35 12 1715 1287 669 FOX ST LOCAL ROADWAY 528 1 12 4 1575 35 11 1716 1288 669 FOXST LOCAL ROADWAY 795 1 12 4 1575 35 11 1717 1289 670 ROUTE 530 COLLECTOR 1104 1 12 4 1700 55 11 1718 1290 1289 CONGASIA RD LOCAL ROADWAY 2016 1 12 4 1575 35 11 1719 1291 244 CENTRAL AVE COLLECTOR 453 2 12 10 1900 40 49 1720 1292 512 BENGAL BLVD LOCAL ROADWAY 861 1 12 4 1750 30 39 1721 1293 629 LAKE BARNEGAT DR N LOCAL ROADWAY 1214 1 12 4 1700 40 26 1722 1293 630 LAKE BARNEGAT DR N LOCAL ROADWAY 697 1 12 4 1700 40 26 GSP ON RAMP FROM 1723 1294 488 ROUTE 554 FREEWAY RAMP 664 1 12 4 1350 30 36 1724 1295 479 ROUTE 70 MINOR ARTERIAL 477 2 12 4 1750 50 6 Oyster Creek Generating Station Evacuation Time Estimate K-122 KLD Engineering, P.C.Rev. 0

/1 _ Zlb 1 bSP Nb//U IUKNAKUUNLU CULLL-.IUIUK 41b 1 1 4 I/UU 4U b GSP OFF RAMP ONTO 1726 1296 479 ROUTE 70 FREEWAY RAMP 358 2 12 4 1750 45 6 1727 1297 295 MARSHA DR COLLECTOR 871 1 12 4 1750 30 46 1728 1298 836 ROUTE 37 MAJOR ARTERIAL 269 3 12 4 1750 50 13 ROUTE 166 ON RAMP 1729 1298 1299 FROM ROUTE 37 MAJOR ARTERIAL 448 1 12 4 1700 50 13 1730 1299 836 ROUTE 166 COLLECTOR 207 2 12 4 1750 45 13 1731 1300 893 ROUTE 166 COLLECTOR 940 1 12 4 1750 45 13 1732 1301 729 BAYVIEW AVE COLLECTOR 623 1 11 0 1750 30 16 1733 1302 732 ANGELSEA AVE COLLECTOR 536 1 11 0 1350 30 19 1734 1303 1304 POINT PLEASANT AVE COLLECTOR 125 1 11 0 1350 30 19 1735 1304 1305 POINT PLEASANT AVE COLLECTOR 275 1 11 0 1350 30 19 1736 1305 1306 POINT PLEASANT AVE COLLECTOR 1731 1 11 0 1350 30 19 1737 1306 731 POINT PLEASANT AVE COLLECTOR 1530 1 11 0 1350 30 16 1738 1306 1301 OCEAN GATE AVE LOCAL ROADWAY 803 1 12 4 1350 30 16 1739 1307 744 MONUMENT RD COLLECTOR 617 1 11 0 1350 30 16 1740 1308 655 MARYLAND AVE LOCAL ROADWAY 5636 1 12 4 1575 35 25 1741 1308 656 MARYLAND AVE LOCAL ROADWAY 1147 1 12 4 1575 35 25 1742 1309 688 BOWLINE ST LOCAL ROADWAY 696 1 12 4 1575 35 15 1743 1310 694 MERMAID AVE LOCAL ROADWAY 166 1 12 4 1575 35 15 1744 1311 690 BOWLINE ST LOCAL ROADWAY 1133 1 12 4 1575 35 15 1745 1312 1313 WAVE ST LOCAL ROADWAY 477 1 12 4 1575 35 15 1746 1313 698 WAVE ST LOCAL ROADWAY 680 1 12 4 1575 35 15 1747 1314 687 MERMAID AVE LOCAL ROADWAY 624 1 12 4 1575 35 15 1748 1314 688 MERMAID AVE LOCAL ROADWAY 1904 1 12 4 1575 35 15 1749 1315 1316 MERMAID AVE LOCAL ROADWAY 1287 1 12 4 1575 35 15 Oyster Creek Generating Station Evacuation Time Estimate K-123 KLD Engineering, P.C.Rev. 0 1750 1316 1317 MERMAID AVE LOCAL ROADWAY 633 1 12 4 1575 35 15 1751 1317 687 MERMAID AVE LOCAL ROADWAY 644 1 12 4 1575 35 15 1752 1318 1319 BARNEGAT BLVD COLLECTOR 639 1 11 0 1350 30 16 1753 1319 1320 BARNEGAT BLVD COLLECTOR 623 1 11 0 1350 30 16 1754 1320 1321 BARNEGAT BLVD COLLECTOR 645 1 11 0 1350 30 15 1755 1321 755 BARNEGAT BLVD COLLECTOR 635 1 11 0 1350 30 15 1756 1322 754 BARN EGAT BLVD COLLECTOR 637 1 11 0 1350 30 15 1757 1323 863 FISHER BLVD MINOR ARTERIAL 746 1 12 4 1750 50 8 1758 1324 982 BRICK BLVD LOCAL ROADWAY 831 3 12 4 1750 45 8 1759 1324 1218 HOOPER AVE LOCAL ROADWAY 1361 1 12 4 1700 40 8 1760 1325 1077 ROUTE 549 COLLECTOR 771 2 12 4 1750 45 9 1761 1326 1272 CHURCH RD LOCAL ROADWAY 557 1 12 2 1750 30 9 1762 1327 1269 ADAMSTON RD LOCAL ROADWAY 1126 1 12 4 1750 30 9 1763 1328 475 NEW HAMPSHIRE BLVD COLLECTOR 644 3 12 4 1750 45 5 1764 1329 187 COX CRO RD COLLECTOR 734 2 12 4 1750 45 5 1765 1330 991 BRICK BLVD MAJOR ARTERIAL 476 3 12 4 1750 45 6 1766 1330 1331 JACKSON AVE COLLECTOR 625 1 12 4 1750 40 6 1767 1331 991 ROUTE 528 COLLECTOR 362 2 12 4 1750 45 6 1768 1332 993 ROUTE 549 COLLECTOR 708 1 12 4 1750 45 6 1769 1333 1332 MALL ENTRANCE LOCAL ROADWAY 356 1 12 4 1750 35 6 1770 1334 841 HOOPER AVE MINOR ARTERIAL 365 1 12 4 1750 40 13 1771 1335 964 HOOPER AVE MINOR ARTERIAL 1177 2 12 4 1750 45 14 BAY AVE ON RAMP FROM 1772 1335 1336 CR-549 COLLECTOR 764 1 12 4 1700 40 14 1773 1336 862 ROUTE 571 COLLECTOR 225 3 12 4 1750 45 14 1774 1337 1334 HADLEY AVE COLLECTOR 596 1 12 4 1750 40 13 1775 1338 1282 ROUTE 528 MINOR ARTERIAL 3874 2 12 4 1900 40 6 Oyster Creek Generating Station Evacuation Time Estimate K-124 KLD Engineering, P.C.Rev. 0 1776 1338 1339 ROUTE 70 JUG HANDLE COLLECTOR 1065 1 12 4 1700 40 6 1777 1339 993 ROUTE 70 MINOR ARTERIAL 1265 2 12 4 1750 50 6 1778 1339 994 ROUTE 70 MINOR ARTERIAL 386 3 12 4 1750 50 6 1779 1340 637 VETERANS BLVD COLLECTOR 3473 1 12 4 1750 45 24 1780 1340 641 VETERANS BLVD COLLECTOR 884 1 12 4 1700 45 25 1781 1341 1340 EASTERN BLVD LOCAL ROADWAY 1980 1 12 4 1700 40 25 1782 1342 1340 EASTERN BLVD LOCAL ROADWAY 1174 1 12 4 1700 40 25 1783 1343 172 CENTRAL PKWY COLLECTOR 1836 1 12 4 1750 40 25 1784 1343 642 CENTRAL PKWY COLLECTOR 1715 1 12 4 1700 40 25 1785 1344 1343 MARLIN DR LOCAL ROADWAY 692 1 12 4 1700 40 25 1786 1345 634 LAKE BARN EGAT DR LOCAL ROADWAY 1405 1 12 4 1575 35 27 1787 1346 632 GROVE RD LOCAL ROADWAY 1306 1 12 4 1575 35 26 1788 1347 1293 STEUBEN AVE COLLECTOR 1148 1 12 4 1700 40 26 1789 1348 411 BUCCANEER LN COLLECTOR 764 1 12 4 1700 40 36 1790 1349 407 SKIPPER RD LOCAL ROADWAY 1508 1 12 0 1350 35 35 1791 1350 403 COMPASS RD LOCAL ROADWAY 1520 1 12 0 1350 35 35 1792 8003 3 GARDEN STATE PARKWAY FREEWAY 4234 2 12 4 2250 75 51 EXIT LINK 3 8003 GARDEN STATE PARKWAY FREEWAY 4221 2 12 4 2250 75 51 EXIT LINK 65 8065 GARDEN STATE PARKWAY FREEWAY 2071 3 12 4 2250 75 1 EXIT LINK 190 8190 ROUTE 9 COLLECTOR 727 1 12 4 1700 45 5 EXIT LINK 758 8758 LACEY RD COLLECTOR 4762 12 4 1700 45 11 EXIT LINK 453 8453 ROUTE 70 COLLECTOR 4336 1 12 4 1700 60 10 Oyster Creek Generating Station Evacuation Time Estimate K-125 KLD Engineering, P.C.Rev. 0 EXI I LINK 927 8927 WHITESVILLE RD COLLECTOR 949 1 12 4 1700 45 4 EXIT LINK 1073 8483 ROUTE 70 MINOR ARTERIAL 1403 2 12 4 1500 50 2 EXIT LINK 1100 8323 ROUTE 72 COLLECTOR 4596 1 12 4 1700 60 21 EXIT LINK 1257 8909 ROUTE 571 COLLECTOR 2259 1 12 4 1700 50 4 EXIT LINK 1265 8805 ROUTE 35 COLLECTOR 2022 1 12 12 1700 35 9 EXIT LINK 1284 8284 ROUTE 532 COLLECTOR 10623 1 12 4 1700 45 29 Oyster Creek Generating Station Evacuation Time Estimate K-126 KLD Engineering, P.C.Rev. 0 Table K-2. Nodes in the Link-Node Analysis Network which are Controlled 1 537171 280459 TCP -Actuated 52 32 562566 337820 TCP -Uncontrolled 36 43 570545 374528 TCP -Uncontrolled 26 44 571176 376099 TCP -Uncontrolled 26 51 573903 404595 TCP -Uncontrolled 15 81 565681 349516 TCP -Uncontrolled 31 83 562090 337292 TCP -Uncontrolled 36 120 524954 278150 Actuated 52 125 532851 279836 TCP -Uncontrolled 52 126 533429 279892 Actuated 52 127 535323 279723 TCP -Uncontrolled 52 132 542121 284691 TCP -Uncontrolled 53 144 559938 314052 TCP -Actuated 43 145 561589 317980 TCP -Actuated 38 150 569949 335092 TCP -Actuated 39 152 570711 336986 Stop 39 154 572762 340483 TCP -Actuated 39 155 573914 342222 Actuated 39 157 576784 346930 Stop 32 159 577722 349098 TCP -Actuated 32 161 576734 355290 TCP -Actuated 32 162 576023 358043 TCP -Actuated 32 165 577526 364604 TCP -Actuated 32 166 578892 366801 TCP -Actuated 32 167 582250 372920 TCP -Actuated 27 169 585099 376944 TCP -Uncontrolled 27 170 585623 379292 TCP -Actuated 27 172 587492 385678 TCP -Actuated 25 173 588095 387334 TCP -Actuated 25 175 589034 394505 TCP -Actuated 25 176 585290 397281 TCP -Actuated 16 177 583756 398793 Stop 16 180 574210 404208 TCP -Actuated 15 182 573018 422376 TCP -Actuated 7 184 572753 425075 Actuated 7 185 572358 426292 Stop 7 186 571723 428373 Actuated 7 187 569426 435949 Actuated 5 Oyster Creek Generating Station Evacuation Time Estimate K-127 KLD Engineering, P.C.Rev. 0 189 570052 442498 Actuated 5 194 573196 279710 Actuated 54 195 573649 280459 Actuated 54 196 574094 281163 Actuated 54 197 575058 282828 Actuated 54 198 575775 284029 TCP -Actuated 54 199 576548 285456 Actuated 54 200 577674 287438 Actuated 54 201 578296 288527 Actuated 54 202 578860 289581 Actuated 54 203 579232 290299 Actuated 48 204 580114 291851 Actuated 48 205 580716 293055 Actuated 49 206 581000 293512 Actuated 49 207 581284 294000 Actuated 49 208 581720 294651 Actuated 49 209 582288 295509 Actuated 49 210 582703 296183 Actuated 49 211 583137 296855 Actuated 49 212 583393 297302 Actuated 49 213 583533 297566 Yield 49 214 580690 293705 Stop 49 215 581381 294844 Actuated 49 216 581942 295699 Actuated 49 217 583037 297517 Actuated 49 218 583202 297761 Actuated 49 219 580784 295890 Stop 49 220 582133 298033 Actuated 49 221 582334 298361 Actuated 49 223 602824 336857 Yield 40 224 602564 336287 Actuated 40 225 601233 333400 TCP -Actuated 40 226 595746 320004 TCP -Actuated 40 227 595251 318491 TCP -Actuated 40 228 594683 317276 Actuated 40 229 593677 314938 TCP -Actuated 50 230 592744 313043 TCP -Actuated 47 231 591971 311460 TCP -Actuated 47 232 588171 305009 TCP -Actuated 47 Oyster Creek Generating Station Evacuation Time Estimate K-128 KLD Engineering, P.C.Rev. 0 S S Coto Grd a Node Corint Coorinat Typ Number 233 587351 303720 Actuated 49 234 586503 302352 Actuated 49 235 585805 301165 TCP -Actuated 49 236 585041 300035 Actuated 49 237 583929 298243 Actuated 49 238 587819 305190 TCP -Uncontrolled 47 239 587030 303879 Actuated 49 240 586732 303442 Stop 49 241 586178 302544 Actuated 49 242 585506 301363 TCP -Actuated 49 243 584760 300201 Actuated 49 244 583661 298431 Stop 49 246 584568 301949 TCP -Actuated 49 247 582735 298985 Stop 49 248 581676 295313 Stop 49 293 571654 304440 TCP -Actuated 46 295 569967 305940 TCP -Actuated 46 296 565905 308611 TCP -Actuated 43 297 561634 311598 TCP -Actuated 43 300 558696 314472 TCP -Uncontrolled 43 301 557438 315730 Actuated 43 303 555667 317562 TCP -Actuated 38 304 554589 319344 TCP -Uncontrolled 38 305 553894 320451 TCP -Uncontrolled 37 306 553542 320984 TCP -Actuated 37 307 553079 321719 Stop 37 308 552637 322514 TCP -Actuated 37 310 550895 325373 TCP -Actuated 37 311 550030 326752 TCP -Actuated 37 312 547986 330194 TCP -Actuated 35 313 547130 331533 Stop 35 314 546134 333123 Actuated 35 316 543492 337512 TCP -Uncontrolled 35 318 539177 343879 TCP -Actuated 30 319 537268 345037 TCP -Actuated 30 320 527345 350688 TCP -Actuated 30 323 494202 369514 Stop 21 333 558050 311187 TCP -Actuated 43 341 566293 306919 Stop 43 Oyster Creek Generating Station Evacuation Time Estimate K-129 KLD Engineering, P.C.Rev. 0 S S Coto Grd a Nod Corint Corint Typ Number (ft (ft 342 566747 307212 Stop 43 344 567757 304889 Stop 46 348 568192 303161 Stop 48 359 570192 304444 Stop 46 366 564624 311336 TCP -Actuated 43 367 562289 312690 Actuated 43 368 561764 312983 TCP -Actuated 43 370 560046 314206 Stop 43 373 570013 304471 Stop 46 380 556778 314131 TCP -Actuated 43 381 556035 314800 TCP -Actuated 43 382 554849 315673 Actuated 43 383 553813 316223 Actuated 42 384 555255 317671 Actuated 38 385 555461 317397 Actuated 38 392 557621 310234 TCP -Actuated 43 395 562293 319742 TCP -Actuated 38 397 566000 327580 Actuated 38 398 564623 324843 Stop 38 401 559187 338161 TCP -Actuated 36 403 553804 333398 Stop 35 404 553444 331765 Stop 35 406 554735 326795 Stop 38 408 561440 337510 TCP -Actuated 36 411 556219 330461 Stop 36 419 550261 327989 Stop 37 424 553613 329596 Stop 37 428 529050 337928 Stop 34 439 535781 299435 Actuated 41 440 536138 298307 Stop 41 443 536462 288410 Actuated 52 444 536930 282907 Actuated 52 448 524260 392614 Stop 22 449 523364 400892 Stop 11 452 522869 409730 Actuated 11 456 522311 410546 TCP -Actuated 11 457 529225 416660 Actuated 11 460 537566 427149 TCP -Uncontrolled 3 461 540610 428808 TCP -Uncontrolled 4 Oyster Creek Generating Station Evacuation Time Estimate K-130 KLD Engineering, P.C.Rev. 0 0 y Coto Grd a Nod Coriae CoriaeTyeNme 462 541129 1 429457 TCP -Uncontrolled 4 463 543464 430319 Actuated 4 464 544921 430319 TCP -Actuated 4 465 546356 429816 TCP -Uncontrolled 4 466 547020 429518 TCP -Actuated 4 468 550125 429633 TCP -Actuated 4 470 554695 432166 Actuated 4 471 556694 433501 TCP -Actuated 4 472 564219 438591 Actuated 4 473 567103 440553 Actuated 5 475 577068 443409 Actuated 5 476 573524 442723 Actuated 5 477 582044 444374 Actuated 6 478 579587 443870 Actuated 5 479 584250 444812 Actuated 6 481 587020 445308 Actuated 6 482 588665 445639 Actuated 6 483 590176 445922 Actuated 6 484 546805 429384 TCP -Actuated 4 485 540697 429270 TCP -Uncontrolled 4 486 541243 429139 TCP -Uncontrolled 4 487 564371 336711 Actuated 36 488 561857 336050 TCP -Uncontrolled 36 489 561036 336803 Actuated 36 490 556954 338818 Actuated 36 491 556210 339015 Stop 36 512 568594 339670 Actuated 39 513 565885 338148 Stop 36 514 565276 337786 Actuated 36 517 575729 339306 Stop 39 521 575481 341432 Stop 39 522 576062 342480 Stop 39 523 574817 341764 Stop 39 530 566464 339582 Stop 36 533 570814 349517 Actuated 32 534 566998 350418 TCP -Actuated 32 535 565393 350794 TCP -Uncontrolled 31 540 548116 349779 TCP -Uncontrolled 31 553 575127 344553 Stop 32 Oyster Creek Generating Station Evacuation Time Estimate K-131 KLD Engineering, P.C.Rev. 0 S 0 Coto Grd a Nod Corint Corint Typ Number~-~a (ft (ft 554 576310 1 346414 Actuated 32 558 578731 348832 TCP -Actuated 32 559 576223 357538 TCP -Actuated 32 570 575707 360811 TCP -Actuated 32 574 576805 370544 Actuated 26 575 575894 372012 Stop 26 576 574888 373682 TCP -Actuated 26 577 572662 374625 Actuated 26 578 571364 375166 TCP -Uncontrolled 26 579 571217 375238 Actuated 26 585 536619 398577 TCP -Uncontrolled 11 586 534616 399691 TCP -Uncontrolled 11 590 530431 405702 TCP -Actuated 11 591 533654 398548 Stop 11 592 529431 403381 Stop 11 596 526100 408290 Actuated 11 598 531110 397878 Stop 11 603 574603 368016 Stop 32 606 573037 370449 Stop 26 613 570774 372255 Stop 26 619 573363 369371 Stop 26 621 576470 365310 Stop 32 624 572812 370418 Stop 26 625 575579 372665 TCP -Actuated 26 626 577473 375533 TCP -Actuated 26 628 581047 373439 Stop 27 630 578365 371198 Stop 26 632 579488 377021 Stop 26 634 581906 376207 Stop 27 637 578677 385287 TCP -Actuated 24 643 584460 375745 Actuated 27 644 589534 378413 Stop 27 650 592027 384383 TCP -Actuated 25 652 592933 387458 Stop 25 654 578103 390044 Stop 24 655 578342 387836 Stop 24 658 588523 388298 TCP -Actuated 25 659 574241 389582 TCP -Actuated 24 660 574699 385989 TCP -Actuated 24 Oyster Creek Generating Station Evacuation Time Estimate K-132 KID Engineering, P.C.Rev. 0 S 0 Coto Grd a Node Coorint Coodiat Typ Number (ft (ft 661 573185 385829 Actuated 24 663 570427 387793 TCP -Actuated 24 664 559640 396383 TCP -Actuated 12 668 541909 405287 Stop 12 669 540224 405607 Stop 11 672 532845 405456 Actuated 11 673 567856 401135 TCP -Actuated 15 674 583726 374662 TCP -Actuated 27 678 574560 396237 Stop 15 681 574775 399963 Actuated 15 682 575939 399160 TCP -Actuated 15 687 577292 398225 Stop 15 688 578735 400301 Stop 15 689 577391 401232 Stop 15 690 576262 402009 Stop 15 691 573111 401126 Actuated 15 693 579722 399653 Stop 15 694 579193 400966 Stop 15 696 578406 402708 Stop 15 698 576969 403055 Stop 15 699 577057 403231 TCP -Actuated 15 700 577897 404202 Stop 15 701 578043 404284 TCP -Actuated 15 702 581238 401198 TCP -Actuated 16 703 578376 402858 TCP -Actuated 15 709 573242 403812 TCP -Actuated 15 710 575394 404758 Actuated 15 711 575006 403893 Actuated 15 716 576445 407046 Actuated 15 717 576636 407532 TCP -Actuated 15 718 576783 408051 TCP -Actuated 15 719 577178 407227 Actuated 15 720 576151 407825 Actuated 15 721 575068 408706 Actuated 13 722 579641 402595 TCP -Actuated 15 723 579020 403331 TCP -Actuated 15 724 595527 393726 TCP -Actuated 28 725 594263 387666 TCP -Actuated 28 729 592366 398780 TCP -Actuated 16 Oyster Creek Generating Station Evacuation Time Estimate K-133 KLD Engineering, P.C.Rev. 0

( f t Sft I.S 730 592506 399247 Stop 16 731 591406 398007 Stop 16 732 596157 397867 Stop 19 734 591060 397036 Stop 16 735 589261 396529 Stop 16 736 589441 394661 TCP -Actuated 25 738 589440 399694 TCP -Actuated 16 740 589348 398077 Stop 16 744 582346 401716 Stop 16 746 587452 401121 Stop 16 751 582621 399901 TCP -Actuated 16 752 583096 401483 TCP -Actuated 16 753 583352 402360 Stop 16 754 578581 404727 Stop 15 755 579522 403859 Stop 15 759 527981 413572 Actuated 11 764 526903 414552 Stop 11 771 610784 399789 TCP -Actuated 20 773 611152 399777 TCP -Uncontrolled 20 774 611082 402327 TCP -Uncontrolled 20 775 611152 403330 Actuated 20 776 611618 403281 TCP -Actuated 20 781 611235 403861 TCP -Actuated 20 782 611320 404322 Actuated 20 783 611598 406648 Actuated 20 790 607329 404352 Actuated 20 791 600086 406675 TCP -Actuated 19 792 611847 408987 Actuated 18 793 612086 406893 Yield 20 795 612420 409429 Actuated 18 796 612654 411396 Actuated 18 797 612700 411918 Stop 18 798 612945 413813 Actuated 18 799 613162 415458 Actuated 18 800 613329 417115 TCP -Actuated 18 801 613830 419332 Actuated 18 802 614056 420787 Actuated 18 803 614476 422839 Actuated 9 804 615010 424932 Actuated 9 Oyster Creek Generating Station Evacuation Time Estimate K-134 KLD Engineering, P.C.Rev. 0 Nd Coriae CodntTye.

Nube 805 615211 1 425902 Actuated 9 808 613708 423026 Actuated 9 810 613377 420957 Actuated 18 812 613159 419421 Stop 18 828 597495 406913 TCP -Actuated 19 829 595604 406980 Actuated 19 830 593224 407173 TCP -Actuated 16 831 589395 407637 TCP -Actuated 16 832 586846 408362 TCP -Actuated 16 833 584614 409564 Actuated 14 834 582632 410618 TCP -Actuated 14 835 579731 411660 TCP -Actuated 13 836 576027 411693 TCP -Actuated 13 837 577919 407106 TCP -Actuated 15 839 577991 407732 TCP -Actuated 15 840 578208 408575 Actuated 15 841 579087 410383 Actuated 13 842 579425 411033 Actuated 13 844 576340 410214 Actuated 13 846 579484 407612 Stop 15 847 582857 407877 Actuated 16 848 586116 408288 Actuated 16 850 589136 404729 Stop 16 853 572177 410131 Actuated 13 854 571118 410878 Actuated 13 856 568262 413165 Actuated 13 857 573698 409312 Actuated 13 858 597497 409563 Actuated 17 859 595079 413845 TCP -Actuated 17 860 589874 410081 Actuated 14 861 590123 414255 Actuated 14 862 581079 417310 TCP -Actuated 14 863 588806 426267 TCP -Actuated 8 864 584036 413572 Stop 14 865 579880 411904 Stop 13 866 585069 415332 Actuated 14 869 585986 408803 TCP -Uncontrolled 14 871 580642 413295 Actuated 14 872 583562 416001 Actuated 14 Oyster Creek Generating Station Evacuation Time Estimate K-135 KLD Engineering, P.C.Rev. 0 x .Coto Grd .a Node s Coordinat CoriateTyeume 873 582479 1 416241 Actuated 14 874 593429 409773 Actuated 17 875 593583 413949 Actuated 17 878 567548 413524 Actuated 13 879 571452 412457 Actuated 13 880 565651 414887 TCP -Actuated 12 881 564809 415519 Actuated 12 882 563390 416586 TCP -Actuated 12 883 561312 418497 TCP -Actuated 12 884 559837 419592 TCP -Actuated 12 885 557464 421319 TCP -Actuated 12 886 553924 423609 TCP -Actuated 4 887 550975 425505 Actuated 4 889 548896 427022 TCP -Actuated 4 893 575520 412977 TCP -Actuated 13 895 573245 419972 Actuated 13 896 574017 421043 Actuated 13 897 575219 421720 Actuated 13 898 577085 419915 TCP -Actuated 13 899 579684 419047 Actuated 13 900 580420 420624 Actuated 13 901 580157 418314 Actuated 13 903 572304 422316 Actuated 7 904 570678 422407 Actuated 7 905 569768 423927 Actuated 7 906 567921 425165 Actuated 7 907 565505 426793 Stop 4 908 555211 434644 Actuated 4 912 557733 422484 Stop 4 913 557075 425347 Stop 4 915 560436 426161 Stop 4 917 561015 423273 Stop 4 922 564533 427553 Actuated 4 923 564531 438053 Actuated 4 928 566713 437183 Actuated 4 929 572491 434531 Actuated 5 931 574302 431774 Actuated 7 932 575168 430619 Actuated 7 934 576612 431143 Actuated 7 Oyster Creek Generating Station Evacuation Time Estimate K-136 KLD Engineering, P.C.Rev. 0 936 575903 437367 Actuated 5 939 575667 429700 TCP -Uncontrolled 7 941 577164 421509 Actuated 13 942 576349 415130 Actuated 13 943 576772 416774 Actuated 13 944 576866 441714 Actuated 5 947 579379 430578 Actuated 7 948 580274 430551 Actuated 7 951 585257 431148 Actuated 8 952 587503 430957 Actuated 8 953 591538 430795 TCP -Actuated 8 955 590969 428684 Actuated 8 956 589994 426950 Actuated 8 959 587097 425270 TCP -Actuated 8 960 584822 423862 Actuated 8 961 583713 422753 Actuated 8 962 582793 421291 Actuated 14 963 582141 419936 Actuated 14 964 581654 418745 Actuated 14 967 583929 419802 Stop 14 971 594174 415297 Actuated 17 972 593225 416967 Actuated 14 973 591845 419359 Actuated 14 974 590958 421009 Actuated 14 981 591716 432053 Actuated 8 982 591781 433324 Actuated 8 986 592062 436965 Actuated 6 987 592133 437874 Actuated 6 988 592296 439995 Actuated 6 989 592366 441745 Actuated 6 990 592343 442747 Actuated 6 991 593064 444892 Actuated 6 992 593717 446128 Actuated 9 993 592764 447212 Actuated 6 994 591435 446246 Actuated 6 995 593835 448132 TCP -Actuated 9 1006 565997 349433 TCP -Uncontrolled 31 1007 562839 337149 TCP -Actuated 36 1009 574935 408606 Stop 15 Oyster Creek Generating Station Evacuation Time Estimate K-137 KLD Engineering, P.C.Rev. 0 0

• Coto Grd a Node Corint Coorinat Typ Number (ft) (ft 1013 1 542577 388830 TCP -Actuated 23 1014 548969 393506 TCP -Uncontrolled 23 1017 568171 424950 Stop 7 1020 566275 439933 Actuated 4 1024 569947 441790 Stop 5 1025 570192 443529 Actuated 5 1027 569870 441062 Actuated 5 1029 575722 426373 Actuated 7 1031 575963 425791 Actuated 7 1032 579680 426441 Stop 7 1034 576569 407204 Stop 15 1039 578112 404173 Stop 15 1041 579872 402516 TCP -Uncontrolled 15 1044 587321 395867 TCP -Actuated 16 1046 589014 392703 TCP -Actuated 25 1048 581465 371389 Actuated 27 1050 580256 369239 TCP -Actuated 26 1054 576480 362830 Stop 32 1057 577259 351519 Actuated 32 1058 577910 351666 TCP -Actuated 32 1061 567319 330994 TCP -Actuated 39 1062 563265 337034 Actuated 36 1063 565947 336244 TCP -Actuated 36 1065 565231 333156 Stop 36 1069 536049 279810 TCP -Actuated 52 1075 592297 445542 Actuated 6 1077 595013 444306 Actuated 9 1081 560674 436170 Actuated 4 1103 553684 323724 TCP -Actuated 37 1105 553138 320491 Actuated 37 1111 583836 300807 Stop 49 1113 575385 283357 Actuated 54 1116 562278 335900 TCP -Uncontrolled 36 1122 564588 413428 Actuated 12 1123 563796 410801 TCP -Actuated 12 1124 563227 408866 TCP -Actuated 12 1125 564245 407229 TCP -Actuated 12 1131 564345 412972 TCP -Actuated 12 1132 564030 412038 TCP -Actuated 12 Oyster Creek Generating Station Evacuation Time Estimate K-138 KLD Engineering, P.C.Rev. 0

.Y Coto Grd a 1133 563725 410294 TCP -Actuated 12 1135 562609 415955 TCP -Actuated 12 1140 561274 412943 TCP -Uncontrolled 12 1145 558569 418045 TCP -Actuated 12 1159 558996 396862 Yield 12 1160 528283 407047 Actuated 11 1164 582470 412901 Actuated 14 1170 610600 398172 TCP -Uncontrolled 20 1175 611710 403802 Actuated 20 1176 611796 404284 Actuated 20 1178 612258 408078 Actuated 20 1179 611728 408160 Actuated 20 1180 611931 409460 Stop 18 1181 612154 411459 Stop 18 1182 612237 411968 Actuated 18 1183 612465 413853 Actuated 18 1184 612684 415812 Actuated 18 1185 612849 417147 TCP -Actuated 18 1198 580784 414973 Actuated 14 1204 584556 415532 Actuated 14 1209 591852 414093 Actuated 14 1214 592998 434731 Actuated 6 1216 592747 436838 Actuated 6 1222 592369 441300 Actuated 6 1223 596364 441307 Actuated 9 1240 579038 450055 Actuated 1 1241 577489 447085 Actuated 5 1242 580458 452678 Actuated 1 1245 581871 451898 Actuated 1 1247 585320 450075 Actuated 1 1249 587148 448367 Yield 1 1258 547433 438747 Actuated 4 1264 618150 439667 Actuated 9 1269 607738 441576 Actuated 9 1272 601788 441751 Actuated 9 1281 587299 448448 Actuated 1 1289 539005 405572 Stop 11 1293 579052 371314 Stop 26 1296 584389 445140 Yield 6 Oyster Creek Generating Station Evacuation Time Estimate K-139 KLD Engineering, P.C.Rev. 0 S

• Coto Grd .a Node Corint Corint Typ Number (ft (ft 1301 1 592989 398767 Stop 16 1302 596174 397330 Stop 19 1303 594942 397915 Stop 19 1306 592950 397965 Stop 16 1307 582545 402299 Stop 16 1308 583935 388528 Stop 25 1309 579307 399904 Stop 15 1310 579108 400823 Stop 15 1311 577194 401365 Stop 15 1312 577914 402391 Stop 15 1313 577536 402680 Stop 15 1314 577645 398739 Stop 15 1315 575832 396118 Stop 15 1316 576583 397163 Stop 15 1317 576939 397686 Stop 15 1318 581368 402113 Stop 16 1319 580906 402554 Stop 16 1320 580461 402990 Stop 15 1321 579986 403426 Stop 15 1322 579037 404281 Stop 15 1331 593325 444756 Actuated 6 1332 593176 446636 Actuated 6 1334 578908 410064 Actuated 13 1340 582124 385715 Stop 25 1343 585665 385503 Stop 25 1Coordinates are in the North American Datum of 1983 New Jersey State Plane Zone Oyster Creek Generating Station Evacuation Time Estimate K-140 KLD Engineering, P.C.Rev. 0 APPENDIX I ERPA Boundaries L. ERPA BOUNDARIES ERPA 1 County: Ocean Defined as the area within the following boundary:

consists of a portion of Lacey Township.

It is bounded on the north by Deer Head Lake, Lake Barnegat, Lower Lake and the Forked River. Barnegat Bay is the eastern Boundary and lower Oyster Creek is the southern boundary.

The Garden State Parkway forms the western boundary.ERPA 2 County: Ocean Defined as the area within the following boundary:

consists of a portion of Ocean Township.

It is bounded on the north by Oyster Creek. The boundary to the east is Barnegat Bay. The southern boundary is Barnegat Beach Drive, Route 9, Route 532 (Waretown-Brookville Road). The Garden State Parkway is the western border.ERPA 3 County: Ocean Defined as the area within the following boundary:

consists of a portion of Ocean Township and a portion of Barnegat Township.

Its northern boundary is Route 532 (Waretown-Brookville Road) to Route 9, Route 9 southward to Barnegat Beach Drive and Barnegat Beach Drive eastward to the Bay. Barnegat Bay forms its eastern boundary.

Route 554 (Bay Avenue) is the southern boundary.

The Garden State Parkway is the western boundary.ERPA 4 County: Ocean Defined as the area within the following boundary:

consists of a portion of Ocean Township and a small portion of Barnegat Township.

It is bounded on the north by the Lacey/Ocean Township line and a small portion of Route 532 (Wells Mills Road). The Garden State Parkway forms the eastern boundary.Route 554 (Straight Road) is the southern boundary.

The western boundary is a small portion of Brookville Road and the Ocean/Barnegat Township line.ERPA 5 County: Ocean Defined as the area within the following boundary:

is a portion of Lacey Township.

The northern boundary is Lacey Road (Route 614). The Garden State Parkway is the eastern boundary.

The southern border is a small portion of Route 532 (Wells Mills Road) and the Lacey/Ocean Township line. The Factory Branch Creek forms the western boundary.Oyster Creek Generating Station L-1 KLD Engineering, P.C.Evacuation Time Estimate Rev. 0 ERPA 6 County: Ocean Defined as the area within the following boundary:

consists of a portion of Lacey Township.

The Cedar Creek is its northern border, with Barnegat Bay its eastern boundary.

The Forked River, Lower Lake, Lake Barnegat and Deer Head Lake make up the southern boundary.

The western border is the Garden State Parkway.ERPA 7 County: Ocean Defined as the area within the following boundary:

consists of a portion of Barnegat and Stafford Townships.

It is bounded on the north by Route 554 and Bay Avenue (Route 609), and on the east by the Barnegat Bay shore line south to Route 72. The southern boundary is Route 72 west to Shoreline drive (a.k.a.Jennings Drive), south to Newell Avenue, west along Ridgeway Avenue to Route 9 south, and west along Oak Avenue (Sprague Road) to the Garden State Parkway, the western border.ERPA 8 County: Ocean Defined as the area within the following boundary:

consists of portions of Stafford and Barnegat Townships.

Route 554 (Straight Road) is the northern border and the Garden State Parkway is the eastern boundary.

Route 72 is the southern and western boundary.ERPA 9 County: Ocean Defined as the area within the following boundary:

consists of portions of Berkeley and Lacey Townships.

Route 618 (Pinewald-Keswick Road) is the northern border. The Garden State Parkway forms the eastern border. Lacey Road (Route 614) is its southern boundary and Dover Road (Route 618) forms its western border.ERPA 10 County: Ocean Defined as the area within the following boundary:

consists of a portion of Berkeley Township, the boroughs of Ocean Gate and Pine Beach, and portions of Beachwood and South Toms River. The Toms River is the northern boundary.

Barnegat Bay is the eastern border. The Cedar Creek is its southern boundary and the Garden State Parkway is the western border.Oyster Creek Generating Station L-2 KLD Engineering, P.C.Evacuation Time Estimate Rev. 0 ERPA 11 County: Ocean Defined as the area within the following boundary:

consists of portions of Stafford and Barnegat Townships.

Its northern boundary is the Barnegat/Lacey Township line. The eastern border follows the Barnegat/Ocean Township line southward to a small section of Brookville Road then proceeds west a short distance on Route 554 (Straight Road) to Route 72. The eastern border continues southward along Route 72 to the Garden State Parkway. The southern border is along the Garden State Parkway from Route 72 southbound to Micaja's Road, north to Cervetto Road to Route 539 (Warren Grove-Whiting Road). The western boundary is Route 539 (Cedar Bridge-Whiting Road) to the Barnegat/Lacey Township line.ERPA 12 County: Ocean Defined as the area within the following boundary:

consists of a portion of Lacey Township.

Its northern border is Lacey Road (Route 614). Factory Branch Creek forms its eastern border. The Lacey/Barnegat Township line is the southern boundary.

Route 539 (Cedar Bridge-Whiting Road) and the Manchester/Lacey Township line form the western border.ERPA 13 County: Ocean Defined as the area within the following boundary:

consists of portions of Lacey and Berkeley Townships.

Its northern border is Route 50 (Pinewald-Keswick Road). The eastern boundary is Dover Road (Route 618). Lacey Road (Route 614) is the southern border and the Manchester/Lacey Township line forms the western boundary.ERPA 14 County: Ocean Defined as the area within the following boundary:

contains portions of Berkeley and Toms River Townships, and South Toms River and Beachwood Boroughs.

The northern border is Lakehurst Road. The eastern border is the Garden State Parkway. The Pinewald-Keswick Road (Routes 618 and 530)forms its southern boundary.

The Davenport Creek and Mule Road are the western border.ERPA 15 County: Ocean Defined as the area within the following boundary:

contains a portion of Toms River Township and all of Island Heights. The northern boundary is Route 37.Barnegat Bay forms the eastern border. The Toms River is its southern boundary and the Garden State Parkway is its western boundary.ERPA 16 County: Ocean Defined as the area within the following boundary:

It is the portion of the Seaside Peninsula including Seaside Park Borough and south.Oyster Creek Generating Station L-3 KLD Engineering, P.C.Evacuation Time Estimate Rev. 0 ERPA 17 County: Ocean ERPA 18 ERPA 19 Defined as the area within the following boundary:

consists of the portion of Long Beach Island north of Surf City.County: Ocean Defined as the area within the following boundary:

It is that portion of Barnegat Bay south of an imaginary line drawn from the Oyster Creek Generating Station stack to the Barnegat Lighthouse.

It consists of all the water and uninhabited islands of the Bay between this line and the Long Beach Island Causeway, Route 72 (Manahawkin Bay Bridge).County: Ocean Defined as the area within the following boundary:

It is that portion of Barnegat Bay north of an imaginary line drawn from the Oyster Creek Generating Station stack to the Barnegat Lighthouse.

It contains all the water and uninhabited islands of the Bay between this line and the Seaside Causeway, Route 37 (the Tunney and Mathis Bridges).County: Ocean Defined as the area within the following boundary:

It is that portion of the Atlantic Ocean adjacent to Island Beach State Park and the part of Long Beach Island north of Surf City and off shore for a distance of three miles.ERPA 20 Oyster Creek Generating Station Evacuation Time Estimate L-4 KLD Engineering, P.C.Rev. 0 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 more rapidly), how would the ETE be affected?

The case considered was Scenario 1, Region 3; a summer, midweek, midday, good weather evacuation of the entire EPZ. Table M-1 presents the results of this study.Table M-1. Evacuation Time Estimates for Trip Generation Sensitivity Study I I *TrpEauto ieEsiaefrEtr P Generation-

.3 Hours 6:30 9:10 3 Hours 30 Minutes 6:30 9:10 4 Hours (Base) 6:30 9:10 As discussed in Section 7.3, traffic congestion persists within the EPZ for approximately 9 hours1.041667e-4 days <br />0.0025 hours <br />1.488095e-5 weeks <br />3.4245e-6 months <br />.Thus, the ETE for both the 90th and 100th percentiles are not affected by the trip generation time because even if evacuees mobilize faster, ETE are dictated by the time needed to clear traffic congestion.

Oyster Creek Generating Station Evacuation Time Estimate M-1 KLD Engineering, P.C.Rev. 0 M.2 Effect of Changes in the Number of People in the Shadow Region Who Relocate A sensitivity study was conducted to determine the effect on ETE of changes in the percentage of people who decide to relocate from the Shadow Region. The case considered was Scenario 1, Region 3; a summer, midweek, midday, with good weather evacuation of the entire EPZ. The movement of people in the Shadow Region has the potential to impede vehicles evacuating from an Evacuation Region within the EPZ. Refer to Sections 3.2 and 7.1 for additional information on population within the Shadow Region.Table M-2 presents the evacuation time estimates for each of the cases considered.

The results show that reducing the shadow evacuation to 0% reduces the 9 0 th and 1 0 0 th percentile ETE by 5 minutes and 15 minutes, respectively

-not a significant change. Tripling the shadow percentage increases the ETE by 50 minutes and 35 minutes for the 9 0 th and 1 0 0 th percentiles, respectively

-a significant change. Evacuation of the entire Shadow Region increases the ETE by 1 hour1.157407e-5 days <br />2.777778e-4 hours <br />1.653439e-6 weeks <br />3.805e-7 months <br /> and 35 minutes and 1 hour1.157407e-5 days <br />2.777778e-4 hours <br />1.653439e-6 weeks <br />3.805e-7 months <br /> for the 9 0 th and 1 0 0 th percentiles, respectively

-a significant change.There is significant population in the cities to the north of the EPZ. Evacuation of this population exacerbates northbound congestion in the EPZ, prolonging ETE.Table M-2. Evacuation Time Estimates for Shadow Sensitivity Study 0 0 6:25 8:55 20 (Base) 16,087 6:30 9:10 60 48,261 7:20 9:45 100 80,435 8:05 10:10 Oyster Creek Generating Station Evacuation Time Estimate M-2 KLD Engineering, P.C.Rev. 0 M.3 Effect of Changes in EPZ Resident Population A sensitivity study was conducted to determine the effect on ETE of changes in the resident population within the study area (EPZ plus Shadow Region). As population in the study area changes over time, the time required to evacuate the public may increase, decrease, or remain the same. Since the ETE is related to the demand to capacity ratio present within the study area, changes in population will cause the demand side of the equation to change.As per the NRC's response to the Emergency Planning Frequently Asked Question (EPFAQ)2013-001, the ETE population sensitivity study must be conducted to determine what percentage increase in permanent resident population causes an increase in the 90th percentile ETE of 25 percent or 30 minutes, whichever is less. The sensitivity study must use the scenario with the longest 9 0 th percentile ETE (excluding the roadway impact scenario and the special event scenario if it is a 1 day per year special event).Thus, the sensitivity study was conducted using the following parameters:

1. The percent change in population within the study area was increased by up to 10%.Changes in population were applied to permanent residents only (as per federal guidance), in both the EPZ area and in the Shadow Region.2. The transportation infrastructure remained fixed; the presence of new roads or highway capacity improvements was not considered.

3. The study was performed for the 2-Mile Region (R01), the 5-Mile Region (R02) and the entire EPZ (R03).4. The scenario (excluding special event and roadway impact) with the highest 9 0 th percentile ETE values was selected as the case to be considered in this sensitivity study (Scenario 8 -winter, midweek, midday with snow').Table M-3 presents the results of the sensitivity study.Section IV of Appendix E to 10 CFR Part 50, and NUREG/CR-7002, Section 5.4, require licensees to provide an updated ETE analysis to the NRC when a population increase within the EPZ causes ETE values (for the 2-Mile Region, 5-Mile Region or entire EPZ) to increase by 25 percent or 30 minutes, whichever is less. Note that all of the base ETE values are greater than 2 hours2.314815e-5 days <br />5.555556e-4 hours <br />3.306878e-6 weeks <br />7.61e-7 months <br />; 25 percent of the base ETE is always greater than 30 minutes. Therefore, 30 minutes is the lesser and is the criterion for updating.Those percent population changes which result in 90th percentile ETE changes greater than 30 minutes are highlighted in red below -a 10% increase or greater in the EPZ population.

Exelon will have to estimate the EPZ population on an annual basis. If the EPZ population increases by 10% or more, an updated ETE analysis will be needed.'Although the longest 90th percentile ETE for the entire EPZ (Region R03) is Scenario 4, the scenario with the longest 90th percentile ETE for the 2-Mile and 5-Mile Regions is Scenario 8.Oyster Creek Generating Station M-3 KLD Engineering, P.C.Evacuation Time Estimate Rev. 0 Table M-3. ETE Variation with Population Change ropulation Lnange Region Base 8% 1 9% 1 10%2-MILE 6:05 6:05 6:05 6:05 5-MILE 6:15 6:15 6:15 6:15 FULL EPZ 9:35 9:55 10:00 DRUM M.4 Seasonal Resident Occupancy Sensitivity Study Seasonal household (HH) vehicle occupancy data was estimated based on discussions with local realtors.

A sensitivity study was conducted to determine the impact seasonal resident vehicle occupancy has on ETE because of the large seasonal population present within the EPZ during the summer season. A summer, weekend, midday, good weather scenario (Scenario

3) was chosen to test the impact since it is the scenario with the highest number of seasonal residents and vehicles; see Table 6-4. An evacuation of the entire EPZ (Region R03) was considered with the number of vehicles per seasonal household ranging from 1 and 3 vehicles.

Table M-4 presents the results of the sensitivity study.Table M-4. Seasonal Resident Vehicle Sensitivity Study -Scenario 3 Region 3 If seasonal households use 1 vehicle, ETE decreases at the 90oh and 100th percentiles by 45 minutes and 55 minutes, respectively.

If households use 3 vehicles, ETE increases at the 9 0 th and 100th percentiles by 1 hour1.157407e-5 days <br />2.777778e-4 hours <br />1.653439e-6 weeks <br />3.805e-7 months <br /> and 5 minutes and 2 hours2.314815e-5 days <br />5.555556e-4 hours <br />3.306878e-6 weeks <br />7.61e-7 months <br /> and 50 minutes, respectively.

Due to the large number of seasonal residences and limited evacuation routes along the barrier islands, the ETE is extremely sensitive to the number of vehicles per seasonal household.

Oyster Creek Generating Station Evacuation Time Estimate M-4 KLD Engineering, P.C.Rev. 0 M.5 Route 72 Bridge Contraflow Sensitivity Study As shown in Figure 7-3 through Figure 7-9, congestion along Route 72 westbound leaving Long Beach Island persists for over 7 hours8.101852e-5 days <br />0.00194 hours <br />1.157407e-5 weeks <br />2.6635e-6 months <br />. This is due to the high seasonal population on the island and the fact that all evacuees must evacuate westbound along Route 72 and over the bridge.An additional sensitivity study was conducted to determine the impact to ETE of contraflowing the Route 72 Bridge. Both the eastbound and westbound sides of the bridge were used as outbound lanes from the intersection of Barnegat Ave to the intersections of Marsha Drive (where one lane crosses back and merges with the eastbound side) and Mill Creek Road (where the second lane crosses back and merges with the eastbound side). An evacuation of the full EPZ during a summer, weekend, midday, good weather scenario (Scenario

3) was selected since it is when the Long Beach Island population is at its peak. Table M-5 presents the results of the sensitivity study.Table M-S. Contraflow Sensitivity Study -Scenario 3 Region 3 Base 6:35 Contraflow 6:45 Base 9:25 Contraflow 9:35 Contraflowing Route 72 actually increases the 9 0 th and 1 0 0 th percentile ETE by 10 minutes each.As shown in Figure 7-8 and 7-9, the traffic evacuating Long Beach Island overwhelms Route 72 westbound to the interchange with County Route 554, and the GSP and Route 9 southbound until the interchange of these 2 roads approximately 5 miles beyond the Shadow Region.Contraflowing the bridge exacerbates the bottlenecks on the mainland, increasing ETE slightly.Contraflow would only be effective in reducing ETE if the contraflow were continued west on Route 70 to County Route 554 and south on the GSP and Route 9 for about 10 miles beyond the EPZ boundary.

Accomplishing a contraflow of this magnitude would require significant manpower and equipment.

M.6 Enhancements in Evacuation Time This appendix documents sensitivity studies on critical variables that could impact ETE." Reducing the trip generation time has no impact on ETE because traffic congestion persists well beyond trip generation time (Section M.1). Thus, public outreach encouraging evacuees to mobilize more quickly will not impact ETE." Shadow evacuation has a significant impact on ETE (Section M.2). Public outreach could be considered to inform those people within the EPZ (and potentially beyond the EPZ) that if Oyster Creek Generating Station M-5 KLD Engineering, P.C.Evacuation Time Estimate Rev. 0 they are not advised to evacuate, they should not, as they may delay those who are most at risk." Population growth results in more evacuating vehicles which could significantly increase ETE (Section M.3). Public outreach to inform those people within the EPZ to evacuate as a family in a single vehicle would reduce the number of evacuating vehicles and could reduce ETE or offset the impact of increased population.

• An increase in seasonal population vehicles could significantly increase ETE (Section M.4).Public outreach to inform those people renting seasonal homes within the EPZ to evacuate as a family in a single vehicle would reduce the number of evacuating vehicles and could reduce ETE." Contraflowing the Route 72 bridge leaving Long Beach Island increases ETE (Section M.5)and is not recommended." As discussed in Section 9 and in Appendix G, implementing a new TCP at the GSP southbound on-ramp from the intersection of Recovery Rd and Stafford Park Blvd reduces ETE by as much as 40 minutes.Oyster Creek Generating Station Evacuation Time Estimate M-6 KLD Engineering, P.C.Rev. 0 APPENDIX N ETE Criteria Checklist N. ETE CRITERIA CHECKLIST Table N-1. ETE Review Criteria Checklist R Reie Crtei Crtro Addese Comments 1.0 Introduction

a. The emergency planning zone (EPZ) and surrounding area Yes Section 1.2 should be described.

b. A map should be included that identifies primary features Yes Figure 1-1 of the site, including major roadways, significant topographical features, boundaries of counties, and population centers within the EPZ.c. A comparison of the current and previous ETE should be Yes Table 1-3 provided and includes similar information as identified in Table 1-1, "ETE Comparison," of NUREG/CR-7002.

1.1 Approach a. A discussion of the approach and level of detail obtained Yes Section 1.3 during the field survey of the roadway network should be provided.b. Sources of demographic data for schools, special facilities, Yes Section 2.1 large employers, and special events should be identified.

Section 3 c. Discussion should be presented on use of traffic control Yes Section 1.3, Section 2.3, Section 9, plans in the analysis.

Appendix G d. Traffic simulation models used for the analyses should be Yes Section 1.3, Table 1-3, Appendix B, identified by name and version. Appendix C Oyster Creek Generating Station Evacuation Time Estimate N-1 KLD Engineering, P.C.Rev. 0 R Reie Crtei Crteio Addese Coment e. Methods used to address data uncertainties should be described.

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

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

b. Assumptions consistent with Table 1-2, "General Yes Sections 2.2, 2.3 Assumptions," of NUREG/CR-7002 should be provided and include the basis to support their use.1.3 Scenario Development

a. The ten scenarios in Table 1-3, Evacuation Scenarios, Yes Tables 2-1, 6-2 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 3-1, Figure 6-1 (ERPAs) should be included.b. A table should be provided identifying the ERPAs Yes Tables 6-1, 7-5, H-1 considered for each ETE calculation by downwind direction in each sector.Oyster Creek Generating Station Evacuation Time Estimate N-2 KLD Engineering, P.C.Rev. 0 R Reie Crtei Crteio Addr ese Comet 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 Tables 6-1, 7-5, H-1 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 1.76 persons per vehicle -Table 1-3 or justification should be provided for other values.b. Major employers should be listed. Yes Appendix E -Table E-4 Oyster Creek Generating Station Evacuation Time Estimate N-3 KLD Engineering, P.C.Rev. 0 NRC Review Criteria Criterion Addressed Comments in ETE Analysis 2.1.2 Transient Population

a. A list of facilities which attract transient populations Yes Sections 3.3, 3.4, Appendix E should be included, and peak and average attendance for these facilities should be listed. The source of information used to develop attendance values should be provided.b. The average population during the season should be used, Yes Tables 3-5, 3-6 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 -see page 6-1.c. The percent of permanent residents assumed to be at Yes Sections 3.3, 3.4 facilities should be estimated.

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

Yes Sections 3.3, 3.4, Section 6 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 3-6 -transients of NUREG/CR-7002, showing the population distribution Figure 3-8 -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.Oyster Creek Generating Station Evacuation Time Estimate N-4 KLD Engineering, P.C.Rev. 0 R Reie Crtei Crtro Addesse Coment 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 8-1 -transit dependents information should be provided that the existing Section 8.5 -special needs registration programs were used in developing the estimate.g. A summary table of the total number of buses, Yes Sections 8.4 -page 8-5 ambulances, or other transport needed to support Table 8-5 evacuation should be provided and the quantification of resources should be detailed enough to assure double counting has not occurred.2.3 Special Facility Residents a. A list of special facilities, including the type of facility, Yes Appendix E, Tables E-1 through E-3 -list location, and average population should be provided, facilities, type, location, and population Special facility staff should be included in the total special facility population.

b. A discussion should be provided on how special facility Yes Sections 8.2, 8.3 data was obtained.Oyster Creek Generating Station Evacuation Time Estimate N-5 KLD Engineering, P.C.Rev. 0 NRC Review Criteria Criterion Addressed Comments in ETE Analysis c. The number of wheelchair and bed-bound individuals should be provided.Yes Grouped as "non-ambulatory";

Section 8.3, Table 8-4 d. An estimate of the number and capacity of vehicles Yes Section 8.3 needed to support the evacuation of the facility should be Tables 8-4, 8-5 provided.e. The logistics for mobilizing specially trained staff (e.g., Yes Section 8.4 -Medical facilities medical support or security support for prisons, jails, and Section 8.6 -Correctional Facilities 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, Section 8.2 schools should be based on 100% of the school capacity.c. The estimate of high school students who will use their Yes Section 8.2 personal vehicle to evacuate should be provided and a basis for the values used should be discussed.

d. The need for return trips should be identified if necessary.

Yes There are sufficient resources to evacuate schools in a single wave. However, Section 8.4 -page 8-8 and Figure 8-1 discuss the potential for a multiple wave evacuation Oyster Creek Generating Station Evacuation Time Estimate N-6 KLD Engineering, P.C.Rev. 0 NRC Review Criteria Criterion Addressed Comments in ETE Analysis 2.5.1 Special Events a. A complete list of special events should be provided and Yes Section 3.7 -only one event suggested by includes information on the population, estimated NJSP duration, and season of the event.b. The special event that encompasses the peak transient Yes Section 3.7 population should be analyzed in the ETE.c. The percent of permanent residents attending the event Yes Section 3.7 should be estimated.

2.5.2 Shadow Evacuation

a. A shadow evacuation of 20 percent should be included for Yes Section 2.2 -Assumption 5 areas outside the evacuation area extending to 15 miles Figure 2-1 from the NPP.Section 3.2 b. Population estimates for the shadow evacuation in the 10 Yes Section 3.2 to 15 mile area beyond the EPZ are provided by sector. Figure 3-4 Table 3-3 c. The loading of the shadow evacuation onto the roadway Yes Section 5 -Table 5-9 network should be consistent with the trip generation time generated for the permanent resident population.

2.5.3 Background and Pass Through Traffic a. The volume of background traffic and pass through traffic Yes Sections 3.6, 6 is based on the average daytime traffic. Values may be Table 3-7, 6-3, and 6-4 reduced for nighttime scenarios.

Oyster Creek Generating Station Evacuation Time Estimate N-7 KLD Engineering, P.C.Rev. 0 in ET Analysi b. Pass through traffic is assumed to have stopped entering the EPZ about two hours after the initial notification.

Yes Section 2.3- Assumption 5 Section 3.6 Table 6-3 -External Through Traffic footnote 2.6 Summary of Demand Estimation

a. A summary table should be provided that identifies the Yes total populations and total vehicles used in analysis for Tables 3-8, 3-9 permanent residents, transients, transit dependent residents, special facilities, schools, shadow population, and pass-through demand used in each scenario.3.0 Roadway Capacity a. The method(s) used to assess roadway capacity should be Yes Section 4 discussed.

3.1 Roadway Characteristics

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

b. Information should be provided describing the extent of Yes Section 1.3, Appendix D the survey, and types of information gathered and used in the analysis.c. A table similar to that in Appendix A, "Roadway Yes Appendix K, Table K-i Characteristics," of NUREG/CR-7002 should be provided.d. Calculations for a representative roadway segment should Yes Section 4 be provided.Oyster Creek Generating Station Evacuation Time Estimate N-8 KLD Engineering, P.C.Rev. 0 NRC Review Criteria Criterion Addressed Comments in ETE Analysis e. A legible map of the roadway system that identifies node numbers and segments used to develop the ETE should be provided and should be similar to Figure 3-1, "Roadway Network Identifying Nodes and Segments," of NUREG/CR-7002.Yes Appendix K, Figures K-1 through K-55 present the entire link-node analysis network at a scale suitable to identify all links and nodes 3.2 Capacity Analysis a. The approach used to calculate the roadway capacity for Yes Section 4 the transportation network should be described in detail and identifies factors that should be expressly used in the modeling.b. The capacity analysis identifies where field information Yes Section 1.3, Section 4 should be used in the ETE calculation.

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

b. Characteristics for the 10 highest volume intersections Yes Table J-1 within the EPZ are provided including the location, signal cycle length, and turn lane queue capacity.c. Discussion should be provided on how signal cycle time is Yes Section 4.1, Appendix C.used in the calculations.

3.4 Adverse Weather 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 should be considered.

Oyster Creek Generating Station Evacuation Time Estimate N-9 KLD Engineering, P.C.Rev. 0

-R Reie Crtei Crtro Adrse Comments b. The speed and capacity reduction factors identified in Table 3-1, "Weather Capacity Factors," of NUREG/CR-7002 should be used or a basis should be provided for other values.Yes Table 2-2 -based on HCM 2010. The factors provided in Table 3-1 of NUREG/CR-7002 are from HCM 2000.c. The study identifies assumptions for snow removal on Yes Section 5.3 -page 5-9 streets and driveways, when applicable.

Appendix F -Section F.2.3 -page F-8 4.0 Development of Evacuation Times 4.1 Trip Generation Time a. The process used to develop trip generation times should Yes Section 5 be identified.

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

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

Oyster Creek Generating Station Evacuation Time Estimate N-10 KLD Engineering, P.C.Rev. 0 R Reie Crtei Crtro Adrese Comment 4.1.1 Permanent Residents and Transient Population

a. Permanent residents are assumed to evacuate from their homes but are not assumed to be at home at all times.Trip generation time includes the assumption that a percentage of residents will need to return home prior to evacuating.

Yes Section 5 discusses trip generation for households with and without returning commuters.

Table 6-3 presents the percentage of households with returning commuters and the percentage of households either without returning commuters or with no commuters.

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

Section 2.3, Assumption 3 b. Discussion should be provided on the time and method Yes Section 5.4.3 used to notify transients.

The trip generation time discusses any difficulties notifying persons in hard to reach areas such as on lakes or in campgrounds.

c. The trip generation time accounts for transients Yes Section 5.4.3, Figure 5-1 potentially returning to hotels prior to evacuating.

d. Effect of public transportation resources used during Yes Section 3.7 special events where a large number of transients should be expected should be considered.

e. The trip generation time for the transient population Yes Section 5, Table 5-9 should be integrated and loaded onto the transportation network with the general public.Oyster Creek Generating Station Evacuation Time Estimate N-11 KLD Engineering, P.C.Rev. 0 NRC Review Criteria Criterion Addressed Comments in ETE Analysis 4.1.2 Transit Dependent Residents a. If available, existing plans and bus routes should be used Yes Section 8.4 -page 8-6. Pre-established bus in the ETE analysis.

If new plans should be developed with routes exist and are distributed annually the ETE, they have been agreed upon by the responsible through public information

-see Figures 8-authorities.

2 through 8-7, Table 8-10 b. Discussion should be included on the means of evacuating Yes Section 8.4, 8.5 ambulatory and non-ambulatory residents.

c. The number, location, and availability of buses, and other Yes Section 8.4, Table 8-5 resources needed to support the demand estimation should be provided.d. Logistical details, such as the time to obtain buses, brief Yes Section 8.4, Figure 8-1 drivers, and initiate the bus route should be provided.e. Discussion should identify the time estimated for transit Yes Section 8.4 dependent residents to prepare and travel to a bus pickup point, and describes the expected means of travel to the pickup point.f. The number of bus stops and time needed to load Yes Section 8.4, Tables 8-11 through 8-13 passengers should be discussed.

g. A map of bus routes should be included.

Yes Figure 8-2 through 8-7 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.Oyster Creek Generating Station Evacuation Time Estimate N-12 KLD Engineering, P.C.Rev. 0 R Reie Crtei Crtro Adrese Coment i. Information should be provided to supports analysis of return trips, if necessary.

Yes Sections 8.Figure 8-1 Tables 8-1.4, 8.5 1 through 8-13 4.1.3 Special Facilities

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

Tables 8-7 through 8-9, and Tables 8-14 through 8-16 b. Discussion should be provided on the inbound and Yes Sections 8.4 outbound speeds.c. The number of wheelchair and bed-bound individuals Yes Section 8.4 should be provided, and the logistics of evacuating these Tables 8-4, 8-14 through 8-16 residents should be discussed.

d. Time for loading of residents should be provided Yes Section 8.4 e. Information should be provided that indicates whether the Yes Section 8.4 evacuation can be completed in a single trip or if additional trips should be needed.f. If return trips should be needed, the destination of Yes Section 8.4 vehicles should be provided.g. Discussion should be provided on whether special facility Yes Section 8.4 residents are expected to pass through the reception center prior to being evacuated to their final destination.

Oyster Creek Generating Station Evacuation Time Estimate N-13 KLD Engineering, P.C.Rev. 0 SReie Crtei Crtro Addesse Comment h. Supporting information should be provided to quantify the time elements for the return trips.Yes Section 8.4 Tables 8-7 through 8-9 and Tables 8-14 through 8-16 4.1.4 Schools a. Information on evacuation logistics and mobilization time Yes Section 8.4 should be provided.b. Discussion should be provided on the inbound and Yes School bus routes are presented in Table outbound speeds. 8-7.School bus speeds are presented in Tables 8-7 (good weather), 8-8 (rain) and 8-9 (snow).Section 8.4 discusses inbound and outbound speeds c. Time for loading of students should be provided.

Yes Tables 8-7 through 8-9 Discussion in Section 8.4 d. Information should be provided that indicates whether the Yes Section 8.4 -page 8-5 evacuation can be completed in a single trip or if Table 8-5 additional trips are needed.e. If return trips are needed, the destination of school buses Yes Return trips are not needed. Sufficient should be provided, resources to evacuate in single wave -page 8-5 Oyster Creek Generating Station Evacuation Time Estimate N-14 KLD Engineering, P.C.Rev. 0 NRC Review Criteria Criterion Addressed Comments in ETE Analysis f. If used, reception centers should be identified.

Discussion should be provided on whether students are expected to pass through the reception center prior to being evacuated to their final destination.

Yes Table 8-3. Students are evacuated to host schools where they will be picked up by parents or guardians.

g. Supporting information should be provided to quantify the Yes Return trips are not needed. Tables 8-7 time elements for the return trips, through 8-9 provide time needed to arrive at host school, which could be used to compute a second wave evacuation if necessary 4.2 ETE Modeling a. General information about the model should be provided Yes DYNEV II (Ver. 4.0.18.0).

Section 1.3, Table and demonstrates its use in ETE studies. 1-3, Appendix B, Appendix C.b. If a traffic simulation model is not used to conduct the ETE No Not applicable as a traffic simulation calculation, sufficient detail should be provided to validate model was used.the analytical approach used. All criteria elements should have been met, as appropriate.

4.2.1 Traffic Simulation Model Input a. Traffic simulation model assumptions and a representative Yes Appendices B and C describe the set of model inputs should be provided, simulation model assumptions and algorithms Table J-2 -model inputs Oyster Creek Generating Station Evacuation Time Estimate N-15 KLD Engineering, P.C.Rev. 0

.R Reie Crtei Crteio Addese Comments b. A glossary ot terms snoulcd be provided Tor the Key performance measures and parameters used in the analysis.Yes AppenaIx A Tables C-1, C-2 4.2.2 Traffic Simulation Model Output a. A discussion regarding whether the traffic simulation Yes Appendix B model used must be in equilibration prior to calculating the ETE should be provided.b. The minimum following model outputs should be provided Yes 1. Table J-5.to support review: 2. Table J-3.1. Total volume and percent by hour at each EPZ exit 3. Table J-1.node. 4. Table J-3.2. Network wide average travel time. 5. Figures J-1 through J-14 (one plot 3. Longest queue length for the 10 intersections with the for each scenario considered).

highest traffic volume. 6. Table J-4. Network wide average 4. Total vehicles exiting the network. speed also provided in Table J-3.5. A plot that provides both the mobilization curve and evacuation curve identifying the cumulative percentage of evacuees who have mobilized and exited the EPZ.6. Average speed for each major evacuation route that exits the EPZ.c. Color coded roadway maps should be provided for various Yes Figures 7-3 through 7-9 times (i.e., at 2, 4, 6 hrs., etc.) during a full EPZ evacuation scenario, identifying areas where long queues exist including level of service (LOS) "E" and LOS "F" conditions, if they occur.Oyster Creek Generating Station Evacuation Time Estimate N-16 KLD Engineering, P.C.Rev. 0 R Reie Crtei Crtro Addese Comment 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 7-2 -1 0 0 th percentile ETE for general public c. Tables should be provided for the 90 and 100 percent ETEs Yes Tables 7-3, 7-4 similar to Table 4-3, "ETEs for Staged Evacuation Keyhole," of NUREG/CR-7002.

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

Tables 8-14 through 8-16 5.0 Other Considerations 5.1 Development of Traffic Control Plans a. Information that responsible authorities have approved Yes Section 9, Appendix G the traffic control plan used in the analysis should be provided.b. A discussion of adjustments or additions to the traffic Yes Section 9, Appendix G control plan that affect the ETE should be provided.5.2 Enhancements in Evacuation Time a. The results of assessments for improvement of evacuation Yes Appendix M, Section M.6 time should be provided.Oyster Creek Generating Station Evacuation Time Estimate N-17 KLD Engineering, P.C.Rev. 0 R Reie Crtei Crteio Addr ese Cments b. A statement or discussion regarding presentation of enhancements to local authorities should be provided.Yes The local authorities were engaged in the ETE development and informed of the study results. In particular, sensitivity study information was provided to show potential impacts of selected ETE variables.

5.3 State and Local Review a. A list of agencies contacted and the extent of interaction Yes Table 1-1 with these agencies should be discussed.

b. Information should be provided on any unresolved issues Yes There are no outstanding issues that may affect the ETE.5.4 Reviews and Updates a. A discussion of when an updated ETE analysis is required Yes Appendix M, Section M.3 to be performed and submitted to the NRC.5.5 Reception Centers and Congregate Care Center a. A map of congregate care centers and reception centers Yes Figure 10-1 should be provided.b. If return trips are required, assumptions used to estimate Yes Section 8.4 discusses a multi-wave return times for buses should be provided, evacuation procedure.

Figure 8-1 c. It should be clearly stated if it is assumed that passengers Yes Congregate care centers are not are left at the reception center and are taken by separate considered -Section 10 buses to the congregate care center.Oyster Creek Generating Station Evacuation Time Estimate N-18 KLD Engineering, P.C.Rev. 0 Technical Reviewer Date Technical Reviewer Date Supervisory Review Date Oyster Creek Generating Station Evacuation Time Estimate N-19 KLD Engineering, P.C.Rev. 0