LR-N12-0366, Kld TR-499, Revision 0, Development of Evacuation Time Estimates, Appendix K-1 Through K-75

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Kld TR-499, Revision 0, Development of Evacuation Time Estimates, Appendix K-1 Through K-75
ML13052A681
Person / Time
Site: Salem, Hope Creek  PSEG icon.png
Issue date: 11/28/2012
From:
KLD Engineering, PC
To:
Office of Nuclear Reactor Regulation, Public Service Enterprise Group
References
LR-N12-0366 KLD TR-499, Rev. 0
Download: ML13052A681 (76)
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Text

APPENDIX K Evacuation Roadway Network K. EVACUATION ROADWAY NETWORK As discussed in Section 1.3, a link-node analysis network was constructed to model the roadway network within the study area. Figure K-1 provides an overview of the link-node analysis network. The figure has been divided up into 56 more detailed figures (Figure K-2 through Figure K-57) which show each of the links and nodes in the network.The analysis network was calibrated using the observations made during the field survey conducted in August 2011. Table K-1 lists the characteristics of each roadway section modeled in the ETE analysis.

Each link is identified by its road name and the upstream and downstream node numbers. The geographic location of each link can be observed by referencing the grid map number provided in Table K-1. The roadway type identified in Table K-1 is based on the following criteria:* Freeway: limited access highway, 2 or more lanes in each direction, high free flow speeds" Freeway ramp: ramp on to or off of a limited access highway" Major arterial:

3 or more lanes in each direction" Minor arterial:

2 or more lanes in each direction" Collector:

single lane in each direction" Local roadways:

single lane in each direction, local roads with low free flow speeds The term, "No. of Lanes" in Table K-1 identifies the number of lanes that extend throughout the length of the link. Many links have additional lanes on the immediate approach to an intersection (turn pockets);

these have been recorded and entered into the input stream for the DYNEV II System.As discussed in Section 1.3, lane width and shoulder width were not physically measured during the road survey. Rather, estimates of these measures were based on visual observations and recorded images.Table K-2 identifies each node in the network that is controlled and the type of control (stop sign, yield sign, pre-timed signal, actuated signal, traffic control point) at that node.Uncontrolled nodes are not included in Table K-2. The location of each node can be observed by referencing the grid map number provided.Salem-Hope Creek NGS K-1 KILD Engineering, P.C.Evacuation Time Estimate Rev. 0 Figure K-1. Salem-Hope Creek NGS Link-Node Analysis Network Salem-Hope Creek NGS Evacuation Time Estimate K-2 KLD Engineering, P.C.Rev. 0 Figure K-2. Link-Node Analysis Network -Grid 1 Salem-Hope Creek NGS Evacuation Time Estimate K-3 KLD Engineering, P.C.Rev. 0 Figure K-3. Link-Node Analysis Network -Grid 2 Salem-Hope Creek NGS Evacuation Time Estimate K-4 KLD Engineering, P.C.Rev. 0 Figure K-4. Link-Node Analysis Network -Grid 3 Salem-Hope Creek NGS Evacuation Time Estimate K-5 KLD Engineering, P.C.Rev. 0 Figure K-5. Link-Node Analysis Network -Grid 4 Salem-Hope Creek NGS Evacuation Time Estimate K-6 KLD Engineering, P.C.Rev. 0 Figure K-6. Link-Node Analysis Network -Grid 5 Salem-Hope Creek NGS Evacuation Time Estimate K-7 KLD Engineering, P.C.Rev. 0 Figure K-7. Link-Node Analysis Network -Grid 6 Salem-Hope Creek NGS Evacuation Time Estimate K-8 KLD Engineering, P.C.Rev. 0 Figure K-8. Link-Node Analysis Network -Grid 7 Salem-Hope Creek NGS Evacuation Time Estimate K-9 KLD Engineering, P.C.Rev. 0 Figure K-9. Link-Node Analysis Network -Grid 8 Salem-Hope Creek NGS Evacuation Time Estimate K-10 KLD Engineering, P.C.Rev. 0 Figure K-10. Link-Node Analysis Network -Grid 9 Salem-Hope Creek NGS Evacuation Time Estimate K-11 KLD Engineering, P.C.Rev. 0 Slate Ol!1%920~4 %---I- /Nt°r ri 1121 -~'l' 'r 8 9 1 p'5-*10101 Nod'~e 2 ,1,15Ml ig~, 919 ~2 ERPA Ide GidoI /o~12 41-AA 100 ('~125raaaO' S £27 iý I B6S~a9' 'a* oe '2 1 0 1 65 -100e Rings rRPA ijindxo2i Figure K-11. Link-Node Analysis Network -Grid 10 Salem-Hope Creek NGS K-12 KLD Engineering, P.C.Evacuation Time Estimate Rev. 0 Figure K-12. Link-Node Analysis Network -Grid 11 Salem-Hope Creek NGS Evacuation Time Estimate K-13 KLD Engineering, P.C.Rev. 0 Figure K-13. Link-Node Analysis Network -Grid 12 Salem-Hope Creek NGS Evacuation Time Estimate K-14 KLD Engineering, P.C.Rev. 0 I Figure K-14. Link-Node Analysis Network -Grid 13 Salem-Hope Creek NGS Evacuation Time Estimate K-15 KLD Engineering, P.C.Rev. 0 Figure K-15. Link-Node Analysis Network -Grid 14 Salem-Hope Creek NGS Evacuation Time Estimate K-16 KLD Engineering, P.C.Rev. 0 Figure K-16. Link-Node Analysis Network -Grid 15 Salem-Hope Creek NGS Evacuation Time Estimate K-17 KLD Engineering, P.C.Rev. 0 Figure K-17. Link-Node Analysis Network -Grid 16 Salem-Hope Creek NGS Evacuation Time Estimate K-18 KLD Engineering, P.C.Rev. 0 0 Figure K-18. Link-Node Analysis Network -Grid 17 Salem-Hope Creek NGS Evacuation Time Estimate K-19 KLD Engineering, P.C.Rev. 0 Figure K-19. Link-Node Analysis Network -Grid 18 Salem-Hope Creek NGS Evacuation Time Estimate K-20 KLD Engineering, P.C.Rev. 0 Figure K-20. Link-Node Analysis Network -Grid 19 Salem-Hope Creek NGS Evacuation Time Estimate K-21 KLD Engineering, P.C.Rev. 0 Figure K-21. Link-Node Analysis Network -Grid 20 Salem-Hope Creek NGS Evacuation Time Estimate K-22 KLD Engineering, P.C.Rev. 0 92 ,. -" -I 0 74 Ora 807 i~~7 72 so-J H. --I II 75." tI +7 .. ++.., , r .o, ...603, ++ ,,,.&,1PneI It/ IPA( / 72iI~ 60219 4 LI/ / .+'++?<7 C + -0 0 -'73--HNS"ShdwRgo S i~ ikNd~ayi~tokiue.

IU~WrGrid G 1091E 21.~D, 767 6B 0 699 ERPA: C goo0 4-,/ /11986 E A: A*~1 N1e22, 1-~~~or Lik ,Wt~~~~0 3R0r::Ide Figure K-22. Link-Node Analysis Network -Grid 21 Salem-Hope Creek NGS Evacuation Time Estimate K-23 KLD Engineering, P.C.Rev. 0 Figure K-23. Link-Node Analysis Network -Grid 22 Salem-Hope Creek NGS Evacuation Time Estimate K-24 KLD Engineering, P.C.Rev. 0 0 Figure K-24. Link-Node Analysis Network -Grid 23 Salem-Hope Creek NGS Evacuation Time Estimate K-25 KLD Engineering, P.C.Rev. 0 Figure K-25. Link-Node Analysis Network -Grid 24 Salem-Hope Creek NGS Evacuation Time Estimate K-26 KLD Engineering, P.C.Rev. 0 Figure K-26. Link-Node Analysis Network -Grid 25 Salem-Hope Creek NGS Evacuation Time Estimate K-27 KLD Engineering, P.C.Rev. 0 Figure K-27. Link-Node Analysis Network -Grid 26 Salem-Hope Creek NGS Evacuation Time Estimate K-28 KLD Engineering, P.C.Rev. 0 0 Figure K-28. Link-Node Analysis Network -Grid 27 Salem-Hope Creek NGS Evacuation Time Estimate K-29 KLD Engineering, P.C.Rev. 0 42.2 4%04%, Rd'd 415 1ý411 4295 , 1231 P. 0 *'412/ERPA: 2 107~; <1497',27d 40 0442082900 e~Y / 1d1% 84;ý- 281 S 09.282 ,- d-21 1" z228 I <11016 a, ~~283/-~:a 0- 332 0. 2 a Hý a1WBIe~ 334 R 285 ~ -- 409 at0~-I ~ ~ ~~~3338 ,ChyR9.Ea,,4Rd 401 336 396 b 400 336 a Legend T SHCNGS Evacuation Time Estimate*SHCNGS Shadow Region Link-Node Analysis Network Figures* Node 2, 5, 10, 15 Mile Rings-0. Link gb Water Grid 28~?ERPA LED Index Grid 0 0.5 Figure K-29. Link-Node Analysis Network -Grid 28 Salem-Hope Creek NGS K-30 KLD Engineering, P.C.Evacuation Time Estimate Rev. 0 Figure K-30. Link-Node Analysis Network -Grid 29 Salem-Hope Creek NGS Evacuation Time Estimate K-31 KLD Engineering, P.C.Rev. 0 Figure K-31. Link-Node Analysis Network -Grid 30 Salem-Hope Creek NGS Evacuation Time Estimate K-32 KLD Engineering, P.C.Rev. 0 Figure K-32. Link-Node Analysis Network -Grid 31 Salem-Hope Creek NGS Evacuation Time Estimate K-33 KLD Engineering, P.C.Rev. 0 Figure K-33. Link-Node Analysis Network -Grid 32 Salem-Hope Creek NGS Evacuation Time Estimate K-34 KLD Engineering, P.C.Rev. 0 Figure K-34. Link-Node Analysis Network -Grid 33 Salem-Hope Creek NGS Evacuation Time Estimate K-35 KLD Engineering, P.C.Rev. 0 Figure K-35. Link-Node Analysis Network -Grid 34 Salem-Hope Creek NGS Evacuation Time Estimate K-36 KLD Engineering, P.C.Rev. 0 0 Figure K-36. Link-Node Analysis Network -Grid 35 Salem-Hope Creek NGS Evacuation Time Estimate K-37 KLD Engineering, P.C.Rev. 0 Figure K-37. Link-Node Analysis Network -Grid 36 Salem-Hope Creek NGS Evacuation Time Estimate K-38 KLD Engineering, P.C.Rev. 0 Figure K-38. Link-Node Analysis Network -Grid 37 Salem-Hope Creek NGS Evacuation Time Estimate K-39 KLD Engineering, P.C.Rev. 0 Figure K-39. Link-Node Analysis Network -Grid 38 Salem-Hope Creek NGS Evacuation Time Estimate K-40 KLD Engineering, P.C.Rev. 0 SHCNGS Evacuation Time Estimate Link-Node Analysis Network Figures Figure K-40. Link-Node Analysis Network -Grid 39 0 Salem-Hope Creek NGS Evacuation Time Estimate K-41 KLD Engineering, P.C.Rev. 0 Figure K-41. Link-Node Analysis Network -Grid 40 Salem-Hope Creek NGS Evacuation Time Estimate K-42 KLD Engineering, P.C.Rev. 0 153 778 <6 ERPA: B,-i 38 39 876 7 4~. ?817 9 7 1293, 722.774\7 78 I /t 718 ~ ' *E'2 7154 aRR 19 41 *F,, 35 716 728 4 P 4 `t M"989 l! .MIT 27 Il*S 5209%\ ~ 986/J._-F~Oksrojfdf Rd 984 91 -984---9 RdRd 997 Legend e- HNSEautoTieEtm e* SHCNGS ShadowiRegion Link-Node Analysis Network Figures* Node 2, 5,10, 15 Mile Rings-op., Link gi WaterGrd4 e2 ERPA [= Index Grid Figure K-42. Link-Node Analysis Network -Grid 41 Salem-Hope Creek NGS Evacuation Time Estimate K-43 KLD Engineering, P.C.Rev. 0 Figure K-43. Link-Node Analysis Network -Grid 42 Salem-Hope Creek NGS Evacuation Time Estimate K-44 KLD Engineering, P.C.Rev. 0 Figure K-44. Link-Node Analysis Network -Grid 43 K-45 KID Engineering, P.C.Salem-Hope Creek NGS Evacuation Time Estimate K-45 KLD Engineering, P.C.Rev. 0 Figure K-45. Link-Node Analysis Network -Grid 44 Salem-Hope Creek NGS Evacuation Time Estimate K-46 KLD Engineering, P.C.Rev. 0 Figure K-46. Link-Node Analysis Network -Grid 45 Salem-Hope Creek NGS Evacuation Time Estimate K-47 KLD Engineering, P.C.Rev. 0 Figure K-47. Link-Node Analysis Network -Grid 46 Salem-Hope Creek NGS Evacuation Time Estimate K-48 KLD Engineering, P.C.Rev. 0 Figure K-48. Link-Node Analysis Network -Grid 47 Salem-Hope Creek NGS Evacuation Time Estimate K-49 KLD Engineering, P.C.Rev. 0 Figure K-49. Link-Node Analysis Network -Grid 48 Salem-Hope Creek NGS Evacuation Time Estimate K-50 KLD Engineering, P.C.Rev. 0 Figure K-50. Link-Node Analysis Network -Grid 49 Salem-Hope Creek NGS Evacuation Time Estimate K-51 KLD Engineering, P.C.Rev. 0 Figure K-51. Link-Node Analysis Network -Grid 50 Salem-Hope Creek NGS Evacuation Time Estimate K-52 KLD Engineering, P.C.Rev. 0 Figure K-52. Link-Node Analysis Network -Grid 51 0 Salem-Hope Creek NGS Evacuation Time Estimate K-53 KLD Engineering, P.C.Rev. 0 Figure K-53. Link-Node Analysis Network -Grid 52 Salem-Hope Creek NGS Evacuation Time Estimate K-54 KLD Engineering, P.C.Rev. 0 Figure K-54. Link-Node Analysis Network -Grid 53 0 Salem-Hope Creek NGS Evacuation Time Estimate K-55 KLD Engineering, P.C.Rev. 0 Figure K-55. Link-Node Analysis Network -Grid 54 Salem-Hope Creek NGS Evacuation Time Estimate K-56 KLD Engineering, P.C.Rev. 0 Figure K-56. Link-Node Analysis Network -Grid 55 Salem-Hope Creek NGS Evacuation Time Estimate K-57 KLD Engineering, P.C.Rev. 0 Figure K-57. Link-Node Analysis Network -Grid 56 Salem-Hope Creek NGS Evacuation Time Estimate K-58 KLD Engineering, P.C.Rev. 0 Table K-1. Evacuation Roadway Network Characteristics 1 1 489 ALLUWAY LKtI:K NILK RD 7015 1 12 4 1700 55 36 COLLECTOR 2 2 332 JERICHO RD COLLECTOR 841 1 12 4 1700 50 28 3 3 4 SR 1 RAMP FREEWAY RAMP 602 1 12 4 1700 40 54 4 3 6 US 13 MINOR ARTERIAL 3592 2 12 4 1750 50 52 5 3 798 US 13 MINOR ARTERIAL 1273 2 12 4 1900 50 54 6 4 3 SR 1 RAMP FREEWAY RAMP 601 1 12 4 1750 40 54 7 4 5 SR 1 RAMP FREEWAY RAMP 1772 1 12 4 1700 50 54 8 5 11 SR 1 FREEWAY 2240 2 12 12 2250 65 55 9 5 15 SR 1 FREEWAY 3530 2 12 12 2250 65 54 10 6 3 US 13 MINOR ARTERIAL 3592 2 12 4 1750 50 52 11 6 17 US 13 MINOR ARTERIAL 1886 2 12 4 1900 35 52 12 7 8 US 13 MINOR ARTERIAL 2090 2 12 4 1900 50 55 13 7 798 US 13 MINOR ARTERIAL 3296 2 12 4 1900 50 54 14 8 7 US 13 MINOR ARTERIAL 2090 2 12 4 1750 50 55 15 8 9 US 13 MINOR ARTERIAL 3510 2 12 4 1900 50 55 16 9 8 US 13 MINOR ARTERIAL 3510 2 12 4 1900 50 55 17 9 10 US 13 MINOR ARTERIAL 2242 2 12 4 1900 50 55 18 10 9 US 13 MINOR ARTERIAL 2242 2 12 4 1900 50 55 19 11 5 SR 1 FREEWAY 2240 2 12 12 2250 65 55 20 11 12 SR 1 FREEWAY 3364 2 12 12 2250 65 55 21 12 11 SR I FREEWAY 3364 2 12 12 2250 65 55 22 12 13 SR 1 FREEWAY 4277 2 12 12 2250 65 55 23 13 12 SR 1 FREEWAY 4280 2 12 12 2250 65 55 Salem-Hope Creek NGS Evacuation Time Estimate is K-59 KLD Engineering, P.C.Rev. 0 24 13 14 1SRI1 FREEWAY 1996 2 12 12 2250 65 55 25 14 13 SR 1 FREEWAY 1996 2 12 12 2250 65 55 26 15 4 SR 1 RAMP FREEWAY RAMP 1899 1 12 4 1700 40 54 27 15 5 SR 1 FREEWAY 3535 2 12 12 2250 65 54 28 15 971 SR 1 FREEWAY 1841 2 12 12 2250 65 52 29 16 20 SR 1 FREEWAY 2883 2 12 12 2250 65 52 30 16 971 SR 1 FREEWAY 3983 2 12 12 2250 65 52 31 17 6 US 13 MINOR ARTERIAL 1886 2 12 4 1750 35 52 32 17 18 US 13 MINOR ARTERIAL 2673 2 12 4 1750 35 52 33 18 17 US 13 MINOR ARTERIAL 2673 2 12 4 1900 35 52 34 18 19 US 13 MINOR ARTERIAL 1478 2 12 4 1750 35 52 35 18 973 SR 6 COLLECTOR 966 1 12 4 1750 35 52 36 19 18 US 13 MINOR ARTERIAL 1478 2 12 4 1750 35 52 37 19 21 US 13 MINOR ARTERIAL 4232 2 12 4 1750 40 52 38 19 747 SR 300 COLLECTOR 1379 1 12 4 1750 35 52 39 20 16 SR 1 FREEWAY 2883 2 12 12 2250 65 52 40 20 22 SR 1 FREEWAY 3594 2 12 12 2250 65 52 41 21 19 US 13 MINOR ARTERIAL 4232 2 12 4 1750 35 52 42 21 911 US 13 MINOR ARTERIAL 2114 2 12 4 1750 50 52 43 22 20 SR 1 FREEWAY 3594 2 12 12 2250 65 52 44 22 25 SR 1 FREEWAY 4148 2 12 12 2250 65 52 45 23 24 SR 1 RAMP FREEWAY RAMP 685 1 12 4 1700 40 52 46 23 738 US 13 MINOR ARTERIAL 3502 2 12 4 1750 60 52 47 23 911 US 13 MINOR ARTERIAL 1728 2 12 4 1750 50 52 48 24 23 SR 1 RAMP FREEWAY RAMP 685 1 12 4 1750 40 52 Salem-Hope Creek NGS Evacuation Time Estimate K-60 KLD Engineering, P.C.Rev. 0 49 24 25 SR I FREEWAY RAMP 1019 1 12 4 1700 40 52 50 25 22 SR 1 FREEWAY 4148 2 12 12 2250 65 52 51 25 857 SR 1 FREEWAY 1647 2 12 12 2250 65 52 52 26 29 US 13 MINOR ARTERIAL 1567 2 12 4 1750 50 44 53 26 738 US 13 MINOR ARTERIAL 5925 2 12 4 1750 60 44 54 27 28 SR 1 FREEWAY 9913 2 12 12 2250 65 44 55 27 857 SR 1 FREEWAY 4817 2 12 12 2250 65 44 56 28 27 SR 1 FREEWAY 9911 2 12 12 2250 65 44 57 28 35 SR 1 FREEWAY 5023 2 12 12 2250 65 41 58 29 26 US 13 MINOR ARTERIAL 1567 2 12 4 1900 60 44 59 29 30 US 13 MINOR ARTERIAL 2949 2 12 4 1750 60 44 60 30 29 US 13 MINOR ARTERIAL 2949 2 12 4 1750 50 44 61 30 32 US 13 MINOR ARTERIAL 1759 2 12 4 1900 60 41 62 31 790 ANCHOR INN RD LOCAL ROADWAY 1285 1 12 4 1350 30 44 63 32 30 US 13 MINOR ARTERIAL 1757 2 12 4 1750 60 41 64 32 728 US 13 MINOR ARTERIAL 2215 2 12 4 1900 60 41 65 33 728 US 13 MINORARTERIAL 2314 2 12 8 1900 65 41 66 33 861 US 13 MINOR ARTERIAL 3882 2 12 4 1750 60 41 67 33 1118 RD 471 COLLECTOR 2614 1 12 2 1700 40 41 68 34 871 1-95 FREEWAY 1274 4 12 12 2250 65 11 69 34 872 1-95 FREEWAY 1112 4 12 4 2250 70 11 70 35 28 SR 1 FREEWAY 5023 2 12 12 2250 65 41 71 35 36 SR 1 FREEWAY 6103 2 12 12 2250 65 41 72 36 35 SR 1 FREEWAY 6103 2 12 12 2250 65 41 73 36 1293 SR 1 FREEWAY 2088 2 12 12 2250 65 41 Salem-Hope Creek NGS Evacuation Time Estimate K-61 KLD Engineering, P.C.Rev. 0 14 37 39 US 13 MINOR ARTERIAL 4073 2 12 4 1900 65 41 75 37 708 PINE TREE RD COLLECTOR 696 1 12 4 1700 40 41 BLACKBIRD LANDING 76 37 817 RD COLLCTO 363 1 12 2 1700 40 41 RD COLLECTOR 77 37 861 US 13 MINOR ARTERIAL 9546 2 12 4 1750 60 41 78 38 786 SR 1 FREEWAY 4145 2 12 12 2250 65 34 79 38 1293 SR 1 FREEWAY 9339 2 12 12 2250 65 41 80 39 37 US 13 MINOR ARTERIAL 4073 2 12 4 1750 60 41 81 39 787 US 13 MINOR ARTERIAL 1538 2 12 4 1900 65 34 82 40 785 SR 1 FREEWAY 2022 2 12 12 2250 65 34 83 40 786 SR I FREEWAY 3138 2 12 12 2250 65 34 84 41 787 US 13 MINOR ARTERIAL 6266 2 12 4 1900 65 34 85 41 803 US 13 MINOR ARTERIAL 3606 2 12 10 1900 50 34 86 42 43 SR 299 MINOR ARTERIAL 447 2 12 4 1750 35 34 87 42 803 US 13 MINOR ARTERIAL 3429 2 12 10 1900 40 34 88 42 804 SR 299 COLLECTOR 803 1 12 4 1575 35 34 89 43 42 SR 299 MINOR ARTERIAL 447 2 12 4 1750 35 34 90 43 49 US 13 MINOR ARTERIAL 1620 2 12 4 1900 35 34 91 44 45 SR 299 MINOR ARTERIAL 1300 2 12 4 1750 45 34 SR 1 ON-RAMP FROM 92 44 47 F A 712 1 12 4 1700 50 34 SR 299 FREEWAY RAMP 93 44 855 SR 299 COLLECTOR 501 2 12 4 1900 45 34 94 45 44 SR 299 MINOR ARTERIAL 1300 2 12 4 1750 45 34 SR 1 ON-RAMP FROM 95 45 46 SR 2 FREEWAY RAMP 1519 1 12 4 1700 50 34 SR 299 FREEWAY RAMP 96 45 856 SR 299 MINOR ARTERIAL 545 2 12 41750 45 34 Salem-Hope Creek NGS Evacuation Time Estimate K-62 KLD Engineering, P.C.Rev. 0 97 46 44 1770 3 12 4 1750 30 34 299 FREEWAY RAMP 98 46 47 SR 1 FREEWAY 2354 2 12 12 2250 65 34 99 46 785 SR 1 FREEWAY 3835 2 12 12 2250 65 34 100 47 46 SR 1 FREEWAY 2363 2 12 12 2250 65 34 SR 1 OFF-RAM P TO SR 101 47 784 29 F RAMP 877 1 12 4 1700 40 34 299 FREEWAY RAMP 102 47 801 SR 1 FREEWAY 5576 2 12 12 2250 65 32 103 48 55 SR 1 FREEWAY 5198 2 12 12 2250 65 32 104 48 801 SR 1 FREEWAY 2540 2 12 12 2250 65 32 105 49 42 US 13 MINOR ARTERIAL 1596 2 12 4 1750 35 34 106 49 50 US 13 MINOR ARTERIAL 1909 2 12 10 1900 65 32 107 50 49 US 13 MINOR ARTERIAL 1909 2 12 10 1900 65 32 108 50 883 US 13 MINOR ARTERIAL 1852 2 12 10 1900 65 32 109 50 886 MARL PIT RD LOCAL ROADWAY 354 1 12 4 1350 30 32 110 51 52 US 13 MINOR ARTERIAL 1856 3 12 4 1750 65 32 111 51 1122 US 13 MINOR ARTERIAL 4598 2 12 4 1900 65 32 112 52 51 US 13 MINOR ARTERIAL 1856 2 12 4 1750 65 32 113 52 53 SR 896 MINOR ARTERIAL 546 1 12 4 1750 40 32 114 52 646 SR 896 MINOR ARTERIAL 813 2 12 4 1900 40 32 115 52 1124 US 13 MINOR ARTERIAL 2616 3 12 4 1900 65 22 116 53 52 SR 896 MINOR ARTERIAL 546 2 12 4 1750 40 32 117 53 54 SR 896 MINOR ARTERIAL 885 1 12 4 1750 40 35 118 53 56 SR 1 ON-RAMP FREEWAY RAMP 1149 1 12 4 1700 40 35 119 54 53 SR 896 MINOR ARTERIAL 885 2 12 4 1750 40 35 Salem-Hope Creek NGS Evacuation Time Estimate 0 K-63 KLD Engineering, P.C.Rev. 0 0 Up Do n No 0Ln Shole Flo Flow 120 54 57 SR 1 ON-RAMP FROM 1366 1 12 4 1700 50 35 SR 869 FREEWAY RAMP 121 55 48 SRi1 FREEWAY 5198 2 12 12 2250 65 32 122 55 56 SRi1 FREEWAY 5258 2 12 12 2250 65 32 123 56 54 ~~SR 1 OFF-RAMP TO SR 14 2 415 0 3 123 56 869 FREEWAY RAMP 14 2 415 0 3 124 56 55 SR 1 FREEWAY 5256 2 12 12 2250 65 32 125 56 57 SR 1 FREEWAY 2500 2 12 12 2250 65 35 126 57 53 ~~SR 1 OFF-RAMP TO SR 16 2 415 0 3 126 57 869 FREEWAY RAMP 16 2 415 0 3 127 57 56 SR 1 FREEWAY 2498 2 12 12 2250 65 35 128 57 512 SIR 1 FREEWAY 2447 2 12 12 2250 65 23 129 58 512 SRi1 FREEWAY 2817 3 12 12 2250 65 22 130 58 1254 SR 1 FREEWAY 3959 3 12 12 2250 65 22 131 59 1253 SR 1 ON-RAMP FROM52 1 12470so2 131 5 1253 US 13 FREEWAY RAMP 52 1 12470502 132 60 255 1-295 FREEWAY 347 2 12 12 2250 65 5 133 60 256 1-295 FREEWAY 428 3 12 12 2250 65 5 NEW JERSEY TPK ON-134 61 192 RAMP FROM OLD 13 2410 0 1 PEN NSVILLE-AU BURN 13 2410 0 1 RD FREEWAY RAMP 135 62 800 SRi1 FREEWAY 5771 3 12 12 2250 65 21 136 62 1253 SIR 1 FREEWAY 1374 3 12 12 2250 65 22 137 63 240 1-295 FREEWAY 1005 2 12 4 2250 45 14 138 64 65 US513 MINOR ARTERIAL 735 2 12 4 1900 50 23 139 64 862 US513 MINOR ARTERIAL 2894 2 12 4 1900 50 23_Salem-Hope Creek NGS Evacuation Time Estimate K-64 KID Engineering, P.C.Rev. 0 140 65 64 US 13 MINOR ARTERIAL 735 2 12 4 1900 50 23 141 65 66 US 13 MINOR ARTERIAL 542 2 12 4 1900 50 21 142 66 65 US 13 MINOR ARTERIAL 542 2 12 4 1900 65 21 143 66 67 US 13 MINOR ARTERIAL 2405 1 12 4 1700 50 21 144 67 66 US 13 MINOR ARTERIAL 2405 1 12 4 1700 50 21 145 67 69 US 13 MINOR ARTERIAL 1145 1 12 4 1700 50 21 146 68 73 SR 1 FREEWAY 6307 3 12 12 2250 65 21 147 68 800 SR 1 FREEWAY 1599 3 12 12 2250 65 21 148 69 67 US 13 COLLECTOR 1145 1 12 4 1700 50 21 149 69 771 US 13 MINOR ARTERIAL 2152 2 12 4 1900 65 21 US 13 OFF-RAMP TO 150 69 1198 KIRKWOOD ST 604 1 12 4 1700 40 21 GEORGES RD FREEWAY RAMP 151 70 72 SR 72 MINOR ARTERIAL 998 2 12 4 1750 40 21 152 70 75 SR7 MINOR ARTERIAL 3204 2 12 4 1900 60 21 153 70 602 SR 72 MINOR ARTERIAL 684 2 12 4 1900 50 21 154 70 771 US13 MINOR ARTERIAL 5531 2 12 4 1900 65 21 155 71 72 SR 72 MINOR ARTERIAL 732 2 12 4 1750 40 21 156 71 806 SR 72 MINOR ARTERIAL 490 2 12 4 1900 40 21 157 72 70 SR 72 MINOR ARTERIAL 998 2 12 4 1750 40 21 158 72 71 SR 72 MINOR ARTERIAL 732 2 12 4 1750 40 21 SR 1 ON-RAMP FROM 159 72 74 SR F RAMP 1125 1 12 4 1700 50 21 SR 72 FREEWAY RAMP 160 73 68 SR 1 FREEWAY 6307 3 12 12 2250 65 21 SR 1 OFF-RAMP TO SR 161 73 72 72 F RAMP 902 1 12 4 1750 40 21 72 FREEWAY RAMP Salem-Hope Creek NGS Evacuation Time Estimate K-65 KLD Engineering, P.C.Rev. 0 162 73 74 SR 1 FREEWAY 1920 3 12 12 2250 65 21 SR 1 OFF-RAMP TO SR 163 74 71 7FREARAP 10 1 124 1750 4021 72 FREEWAY RAMP 164 74 73 SR 1 FREEWAY 1920 3 12 12 2250 65 21 165 74 807 SR 1 FREEWAY 2217 3 12 12 2250 65 21 166 75 70 SR 7 MINOR ARTERIAL 3204 2 12 4 1750 65 21 167 75 940 SR 7 MINOR ARTERIAL 6888 1 12 4 1700 50 12 168 76 78 SR 1 FREEWAY 2881 2 12 12 2250 65 13 169 76 808 SR 1 FREEWAY 2547 3 12 12 2250 70 12 170 76 952 US 13 FREEWAY 1816 2 12 12 2250 65 13 171 77 81 US 13 MINOR ARTERIAL 1227 2 12 4 1750 55 13 172 77 82 BEAR RD MINOR ARTERIAL 1118 1 12 4 1700 40 13 173 77 156 US 13 MINOR ARTERIAL 4876 2 12 4 1900 55 13 SR 1 OFF-RAMP TO US 174 78 80 1 FREEWAY RM 1042 1 12 4 1700 45 13 13 FREEWAY RAMP 175 78 1141 SR 1 FREEWAY 1650 2 12 12 2250 65 13 176 79 83 SR 1 FREEWAY 3941 2 12 12 2250 65 12 177 79 1025 SR 1 MINOR ARTERIAL 2619 2 12 4 1900 50 13 178 79 1141 SR 1 FREEWAY 1201 2 12 12 2250 65 13 SR 1 OFF-RAM P TO US 179 80 952 1 FREEWAY RM 719 1 12 4 1350 30 13 13 FREEWAY RAMP 180 81 77 US 13 MINOR ARTERIAL 1227 2 12 4 1750 50 13 181 81 865 SR 71 COLLECTOR 373 1 12 4 1350 30 13 182 81 952 US 13 MINOR ARTERIAL 775 2 12 4 1900 50 13 183 82 77 BEAR RD MINOR ARTERIAL 1118 2 12 4 1750 40 13 184 82 79 SR 1 ON-RAMP FREEWAY RAMP 680 1 12 4 1350 30 13 Salem-Hope Creek NGS Evacuation Time Estimate K-66 KLD Engineering, P.C.Rev. 0 185 83 79 SR 1 FREEWAY 3949 2 12 12 2250 65 12 186 83 1236 SR 1 FREEWAY 1142 2 12 12 2250 70 11 SR 1 OFF-RAM P TO US 187 83 1237 40 F RAMP 1056 1 12 4 1700 40 11 40 FREEWAY RAMP 188 84 85 US 40 MAJOR ARTERIAL 1412 2 12 4 1750 50 11 189 84 628 US 40 MINOR ARTERIAL 1274 3 12 4 1750 50 11 190 85 84 US 40 MINOR ARTERIAL 1412 2 12 4 1750 50 11 191 85 629 US 40 MINOR ARTERIAL 1304 2 12 4 1750 50 13 SR 1 OFF-RAMP TO US 192 85 1237 40 F RAMP 1219 1 12 4 1700 40 11 40 FREEWAY RAMP SR 1 OFF-RAMP TO US 193 86 84 40 F RAMP 1350 1 12 4 1750 40 11 40 FREEWAY RAMP 194 86 87 SR 1 FREEWAY 3387 2 12 12 2250 70 13 195 86 1236 SR 1 FREEWAY 1292 2 12 12 2250 70 11 196 87 86 SR 1 FREEWAY 3379 2 12 12 2250 70 11 197 87 88 SR 1 FREEWAY 3808 2 12 12 2250 70 13 198 88 87 SR 1 FREEWAY 3808 2 12 12 2250 70 13 199 88 89 SR 1 FREEWAY 2070 2 12 12 2250 65 11 SR 1 OFF-RAMP TO SR 200 88 91 27 F RAMP 1154 2 12 4 1750 40 11 273 FREEWAY RAMP 201 89 88 SR I FREEWAY 2070 2 12 12 2250 65 11 202 89 92 SR 1 FREEWAY 2498 3 12 12 2250 65 11 SR 1 OFF-RAMP TO SR 203 89 1044 27 F RAMP 1147 1 12 4 1750 40 11 273 FREEWAY RAMP 204 90 957 SR 273 MINOR ARTERIAL 1955 2 12 4 1900 50 11 205 90 1040 SR7 COLLECTOR 1213 1 12 4 1700 40 11 Salem-Hope Creek NGS Evacuation Time Estimate K-67 KLD Engineering, P.C.Rev. 0 206 90 1044 SR 273 MINOR ARTERIAL 468 2 12 4 1750 50 11 207 91 964 SR 273 MINOR ARTERIAL 666 2 12 4 1900 50 13 208 91 1044 SR 273 MINOR ARTERIAL 698 2 12 4 1750 50 11 SR 1 ON-RAMP FROM 209 91 1258 SR 2 FREEWAY RAMP 541 2 12 4 1900 50 11 SR 273 FREEWAY RAMP 210 92 89 SR 1 FREEWAY 2500 3 12 12 2250 65 11 211 92 97 SR 1 FREEWAY 978 2 12 12 2250 65 11 SR 1 ON-RAMP FROM 212 93 96 STANTON CHRISTIANA 582 1 12 4 1575 35 11 RD FREEWAY RAMP STANTON CHRISTIANA 213 94 93 SOLLCTO 1259 1 12 4 1700 40 11 RD COLLECTOR SR 1 OFF-RAMP TO 214 95 94 STANTON CHRISTIANA 345 1 12 4 1750 40 11 RD FREEWAY RAMP SR 1 ON-RAMP FROM 215 96 97 STANTON CHRISTIANA 600 1 12 4 1700 40 11 RD FREEWAY RAMP 216 97 92 SR 1 FREEWAY 978 2 12 12 2250 65 11 217 97 1074 SR 1 FREEWAY 448 2 12 12 2250 65 11 218 98 103 SR 1 FREEWAY 1725 2 12 12 2250 65 1 1-95 ON-RAMP FROM SR 219 98 106 1 FR EEWAY 1052 1 12 4 1700 40 1 1 FREEWAY RAMP 220 98 1074 SR 1 FREEWAY 2475 3 12 12 2250 65 1 221 99 103 SR 1 FREEWAY 397 2 12 12 2250 65 1 222 99 111 SR 1 FREEWAY 369 2 12 12 2250 65 1 223 100 105 1-95 FREEWAY 487 4 12 12 2250 65 1 Salem-Hope Creek NGS Evacuation Time Estimate K-68 KLD Engineering, P.C.Rev. 0 224 100 110 1-95 FREEWAY 2460 5 12 8 2250 65 2 225 101 105 1-95 FREEWAY 1794 4 12 12 2250 65 1 226 101 112 1-95 FREEWAY 2715 4 12 12 2250 65 1 227 103 98 SR 1 FREEWAY 1725 2 12 12 2250 65 1 228 103 99 SR 1 FREEWAY 397 2 12 12 2250 65 1 1-95 ON-RAMP FROM SR 229 103 109 1 FR EEWAY 632 1 12 4 1350 30 1 1 FREEWAY RAMP 230 105 100 1-95 FREEWAY 487 4 12 12 2250 65 1 231 105 101 1-95 FREEWAY 1794 4 12 12 2250 65 1 1-95 ON-RAMP FROM SR 232 106 100 1 FR EEWAY 943 1 12 4 1700 50 1 1 FREEWAY RAMP 1-95 ON-RAMP FROM SR 233 109 105 1 FR EEWAY 590 1 12 4 1350 30 1 1 FREEWAY RAMP 234 110 100 1-95 FREEWAY 2460 5 12 8 2250 65 2 235 110 200 1-95 FREEWAY 8685 5 12 8 2250 65 2 236 111 99 SR 1 FREEWAY 369 2 12 12 2250 65 1 237 112 101 1-95 FREEWAY 2715 4 12 12 2250 65 1 238 112 872 1-95 FREEWAY 1395 4 12 12 2250 65 11 1-95 ON-RAMP FROM SR 239 113 114 896 FR EEWAY 336 1 12 4 1700 40 8 896 FREEWAY RAMP 240 113 117 SR 896 MINOR ARTERIAL 2083 2 12 10 1900 50 8 241 113 119 SR 896 MINOR ARTERIAL 528 2 12 10 1900 50 8 1-95 ON-RAMP FROM SR 242 114 115 896 FR EEWAY 824 1 12 4 1700 50 8 896 FREEWAY RAMP 243 115 116 1-95 FREEWAY 2407 4 12 12 2250 65 8 244 115 224 1-95 FREEWAY 8335 4 12 12 2250 65 7 Salem-Hope Creek NGS Evacuation Time Estimate K-69 KLD Engineering, P.C.Rev. 0 0 145 11b 115 1-95 FREEWAY 2407 4 12 12 2250 65 8 246 116 223 1-95 FREEWAY 779 4 12 12 2250 65 8 247 117 113 SR 896 MINOR ARTERIAL 2086 2 12 10 1900 50 8 1-95 ON-RAMP FROM SR 248 117 116 896 FR EEWAY 1426 1 12 4 1700 50 8 896 FREEWAY RAMP 249 117 120 SR 896 MINOR ARTERIAL 2766 2 12 4 1750 50 8 250 119 113 SR 896 MINOR ARTERIAL 528 2 12 10 1900 50 8 251 120 117 SR 896 COLLECTOR 2766 2 12 4 1900 50 8 252 120 121 SR 896 MINOR ARTERIAL 1769 2 12 10 1750 50 8 253 120 921 OLD BALTIMORE PIKE COLLECTOR 490 1 12 4 1700 40 8 254 120 922 OLD BALTIMORE PIKE COLLECTOR 2363 1 12 4 1700 40 8 255 121 120 SR 896 MINOR ARTERIAL 1769 2 12 10 1750 50 8 256 121 122 SR 896 MINOR ARTERIAL 2109 2 12 10 1750 60 10 257 122 121 SR 896 MINOR ARTERIAL 2109 2 12 10 1750 50 10 258 122 123 SR 896 MINOR ARTERIAL 3459 2 12 10 1750 60 10 259 123 122 SR 896 MINOR ARTERIAL 3459 2 12 10 1750 60 10 260 123 124 SR 896 COLLECTOR 1914 2 12 10 1900 60 10 261 124 123 SR 896 MINOR ARTERIAL 1914 2 12 10 1750 60 10 262 124 1032 SR 896 COLLECTOR 972 2 12 10 1900 60 10 263 125 126 SR 896 COLLECTOR 1827 3 12 10 1900 60 10 264 125 618 US 40 MINOR ARTERIAL 3873 2 12 4 1750 55 10 265 125 632 US 40 MINOR ARTERIAL 1050 2 12 4 1750 50 10 266 125 1032 SR 896 COLLECTOR 1097 3 12 10 1900 60 10 267 126 125 SR 896 MAJOR ARTERIAL 1828 3 12 10 1750 50 10 268 126 1029 SR 896 COLLECTOR 1317 2 12 10 1900 60 10 Salem-Hope Creek NGS Evacuation Time Estimate K-70 KLD Engineering, P.C.Rev. 0 269 127 128 SR 896 MINOR ARTERIAL 2499 2 12 10 1750 55 10 270 127 1029 SR 896 COLLECTOR 1603 2 12 10 1900 60 10 271 128 127 SR 896 COLLECTOR 2499 2 12 10 1900 60 10 272 128 129 SR 896 MINOR ARTERIAL 5748 2 12 10 1750 55 18 273 129 128 SR 896 MINOR ARTERIAL 5749 2 12 10 1750 55 18 274 129 130 SR 896 MINOR ARTERIAL 582 2 12 10 1750 55 18 275 130 129 SR 896 MINOR ARTERIAL 582 2 12 10 1750 55 18 276 130 131 SR 896 MINOR ARTERIAL 4421 2 12 10 1750 55 18 277 131 130 SR 896 MINOR ARTERIAL 4419 2 12 10 1750 55 18 278 131 132 SR 896 COLLECTOR 2368 2 12 4 1900 55 18 279 132 131 SR 896 MINOR ARTERIAL 2371 2 12 4 1750 55 18 280 132 133 SR 896 COLLECTOR 7089 1 12 4 1700 45 20 281 133 132 SR 896 COLLECTOR 7089 1 12 4 1700 45 20 282 133 134 SR 896 MINOR ARTERIAL 969 2 12 4 1750 50 20 283 134 133 SR 896 COLLECTOR 973 2 12 4 1900 50 20 284 134 135 SR 896 MINOR ARTERIAL 1138 2 12 10 1900 50 20 285 134 910 BETHEL CHURCH RD COLLECTOR 1010 1 10 0 1700 45 20 286 135 134 SR 896 MINOR ARTERIAL 1137 2 12 10 1750 50 20 287 135 136 SR 896 MINOR ARTERIAL 1714 2 12 10 1900 50 20 288 136 135 SR 896 MINORARTERIAL 1714 2 12 10 1900 50 20 289 136 137 SR 896 MINOR ARTERIAL 972 2 12 10 1750 50 20 290 137 136 SR 896 MINOR ARTERIAL 970 2 12 10 1900 50 20 291 137 138 SR 896 MINOR ARTERIAL 1318 2 12 10 1900 50 20 292 138 137 SR 896 MINOR ARTERIAL 1318 2 12 10 1750 50 20 293 138 139 SR 896 MINOR ARTERIAL 2782 2 12 10 1750 60 20 Salem-Hope Creek NGS Evacuation Time Estimate 0 K-71 KLD Engineering, P.C.Rev. 0 40 294 139 138 SIR 896 MINOR ARTERIAL 28 2 12 10 1900 60 20 295 139 140 SR 896 MINOR ARTERIAL 1932 2 12 4 1750 60 20 296 140 139 SR 896 COLLECTOR 1932 2 12 4 1750 60 20 297 140 141 SR 896 MINOR ARTERIAL 1424 2 12 10 1750 60 20 298 141 140 SR 896 MINOR ARTERIAL 1424 2 12 10 1750 60 20 299 141 654 CHURCHTOWN RD COLLECTOR 2879 1 10 0 1700 45 20 300 141 866 US 301 COLLECTOR 4963 1 12 4 1700 60 20 LOREWOOD GARDENS 301 142 241 RD COLLCTO 4335 1 12 4 1700 40 22 RD COLLECTOR 302 143 144 US 301 COLLECTOR 771 1 12 4 1750 40 31 303 143 866 US 301 COLLECTOR 5745 1 12 4 1700 60 31 304 144 143 US 301 COLLECTOR 771 1 12 4 1700 40 31 305 144 145 US 301 COLLECTOR 4013 1 12 4 1750 40 31 306 144 638 ARMSTRON CORNER RD COLLECTOR 1895 1 10 0 1700 40 31 307 145 144 US 301 COLLECTOR 4013 1 12 4 1750 40 31 308 145 146 US 301 COLLECTOR 2414 1 12 4 1750 35 31 309 146 145 US 301 COLLECTOR 2414 1 12 4 1750 40 31 310 146 147 US 301 COLLECTOR 3261 1 12 4 1750 40 33 311 146 867 SR 71 COLLECTOR 469 1 12 4 1350 30 31 312 147 146 US 301 COLLECTOR 3261 1 12 4 1750 35 33 313 1 147 1 148 1 US 301 1 MINORARTERIAL 2098 2 12 4 1 1750 1 40 33 314 148 147 US 301 COLLECTOR 2102 1 12 4 1750 40 33 315 148 531 SR 299 COLLECTOR 752 1 10 0 1700 45 33 316 148 1171 US 301 MINOR ARTERIAL 1572 2 12 4 1750 40 33 317 149 150 US 301 MINOR ARTERIAL 2167 2 12 4 1750 40 33 Salem-Hope Creek NGS K-72 KLD Engineering, P.C.Evacuation Time Estimate Rev. 0 318 150 151 US 301 MINOR ARTERIAL 1745 2 12 4 1900 50 33 319 151 152 US 301 COLLECTOR 1745 1 12 4 1700 50 33 320 152 153 US 301 COLLECTOR 3066 1 12 10 1700 60 33 321 153 1213 SR 282 COLLECTOR 4629 1 10 8 1700 45 30 322 153 1310 US 301 COLLECTOR 4195 1 12 10 1700 60 30 323 154 1002 US 301 COLLECTOR 11833 2 12 10 1900 60 40 324 156 77 US 13 MINOR ARTERIAL 4876 2 12 4 1750 50 13 325 156 157 US 13 MINOR ARTERIAL 2064 2 12 4 1900 55 13 326 157 156 US 13 MINOR ARTERIAL 2064 2 12 4 1900 55 13 327 157 158 US 13 MINOR ARTERIAL 1639 2 12 4 1750 55 13 328 158 157 US 13 MINOR ARTERIAL 1639 2 12 4 1900 55 13 329 158 159 US 13 MINOR ARTERIAL 3181 2 12 4 1750 55 13 330 159 158 US 13 MINOR ARTERIAL 3181 2 12 4 1750 55 13 331 159 160 US 13 MINOR ARTERIAL 1383 2 12 4 1750 50 13 332 159 950 LLANGOLIEN BLVD COLLECTOR 5733 1 12 0 1700 40 13 333 160 159 US 13 MINOR ARTERIAL 1383 2 12 4 1750 55 13 334 160 161 US 13 MAJOR ARTERIAL 1095 4 12 4 1900 50 13 335 160 631 US 40 MINOR ARTERIAL 1117 2 12 4 1750 50 13 336 161 160 US 13 MAJOR ARTERIAL 1095 4 12 4 1750 50 13 337 161 162 US 13 MAJOR ARTERIAL 1507 4 12 4 1900 50 13 338 162 161 US 13 MAJOR ARTERIAL 1507 4 12 4 1900 50 13 339 162 163 US 13 MAJOR ARTERIAL 1471 4 12 4 1900 50 13 340 163 162 US 13 MAJOR ARTERIAL 1471 4 12 4 1900 50 13 341 163 164 US 13 MAJOR ARTERIAL 2361 5 12 4 1750 50 13 342 164 163 US 13 MAJOR ARTERIAL 2361 4 12 4 1900 50 13 Salem-Hope Creek NGS Evacuation Time Estimate K-73 KLD Engineering, P.C.Rev. 0 344 164 944 SR 273 MINOR ARTERIAL 1918 2 12 4 1750 50 13 345 164 945 SR 273 MINOR ARTERIAL 1755 2 12 4 1750 40 13 346 165 164 US 13 MAJOR ARTERIAL 3407 5 12 4 1750 50 13 347 165 168 US 13 MAJOR ARTERIAL 1627 4 12 4 1900 50 13 348 166 167 US 13 MAJOR ARTERIAL 1182 3 12 4 1900 50 3 349 166 168 US 13 MAJOR ARTERIAL 1106 3 12 4 1900 50 13 350 167 166 US 13 MAJOR ARTERIAL 1182 3 12 4 1900 50 3 351 167 185 US 13 MAJOR ARTERIAL 524 3 12 4 1750 50 3 352 168 165 US 13 MAJOR ARTERIAL 1627 4 12 4 1750 50 13 353 168 166 US 13 MAJOR ARTERIAL 1106 3 12 4 1900 50 13 US 13 ON-RAMP FROM 354 169 167 S 14 FREEWAY RAMP 996 1 12 4 1700 40 3 SR 141 FREEWAY RAMP 355 169 220 SR 141 MINOR ARTERIAL 2252 2 12 4 1900 40 3 356 170 171 WASHINGTON ST COLLECTOR 2362 1 12 4 1750 30 13 357 170 172 SR 273 COLLECTOR 2126 1 12 4 1575 35 13 358 170 187 SR 273 COLLECTOR 2413 1 12 4 1750 40 13 359 170 1134 SR 141 MINOR ARTERIAL 3608 2 12 4 1750 40 13 360 171 170 WASHINGTON ST COLLECTOR 2362 1 12 4 1750 35 13 361 171 969 SR 9 COLLECTOR 1389 1 12 4 1350 30 13 362 172 173 SR 273 COLLECTOR 985 1 12 4 1750 30 13 363 173 611 SR 273 MINOR ARTERIAL 1239 1 12 4 1700 40 13 364 174 175 US 13 MAJOR ARTERIAL 1010 3 12 4 1750 50 3 365 174 177 US 13 MAJOR ARTERIAL 1535 4 12 4 1900 50 3 366 175 174 US 13 MAJOR ARTERIAL 1010 3 12 4 1750 50 3 Salem-Hope Creek NGS Evacuation Time Estimate K-74 KLD Engineering, P.C.Rev. 0 367 175 176 us 13 MAJOR ARTERIAL 591 3 12 4 1750 50 3 368 176 175 US 13 MAJOR ARTERIAL 591 3 12 4 1750 50 3 369 176 185 US 13 MAJOR ARTERIAL 1591 4 12 4 1750 50 3 370 177 174 US 13 MAJOR ARTERIAL 1535 3 12 4 1750 50 3 1-295 ON-RAMP FROM 371 177 178 1- FREEWAY RAMP 827 2 12 4 1900 40 3 US 13 FREEWAY RAMP 372 177 1239 US 13 MAJOR ARTERIAL 2331 2 12 4 1900 50 3 1-295 ON-RAMP FROM 373 178 180 1- FREEWAY RAMP 1604 1 12 4 1700 50 3 US 13 FREEWAY RAMP 1-295 ON-RAMP FROM 374 178 1240 13 FREEWAY RAMP 942 1 12 4 1700 40 3 US 13 FREEWAY RAMP 375 179 180 1-295 FREEWAY 413 2 12 8 2250 65 3 376 179 225 1-295 FREEWAY 3534 4 12 12 2250 65 3 1-295 OFF-RAM P TO US 377 179 1242 13 FREEWAY RM 1051 2 12 4 1900 40 3 13 FREEWAY RAMP 378 180 179 1-295 FREEWAY 413 4 12 12 2250 65 3 379 180 1238 1-295 FREEWAY 788 2 12 12 2250 65 3 380 182 180 1-295 FREEWAY 1876 2 12 12 2250 65 3 1-296 OFF-RAM P TO US 381 182 1239 13 FREEWAY RM 1561 1 12 4 1700 45 3 13 FREEWAY RAMP 382 183 184 1-295 FREEWAY 1161 3 12 12 2250 65 3 383 183 190 1-295 FREEWAY 1065 4 12 12 2250 65 3 384 184 182 1-295 FREEWAY 1147 2 12 12 2250 65 3 385 184 183 1-295 FREEWAY 1161 4 12 12 2250 65 3 386 185 167 US 13 MAJOR ARTERIAL 524 3 12 4 1900 50 3 387 185 176 US 13 MAJOR ARTERIAL 1591 3 12 4 1750 50 3 Salem-Hope Creek NGS Evacuation Time Estimate 0 K-75 KLD Engineering, P.C.Rev. 0 is

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